Loading...
HomeMy WebLinkAboutBLD-2020-0240 - OVER OR IN WATER STRUCTURE A: Cityof Anacortes _ _ Invoice/Permit #: BL® 2020 0240 904 6th Street Applied date: 04/30/2020 P. .O fox 547 } Issue date: 05/13/2020 Anacortes, WA 98221-0547 Expire date: 11/11/2021 =' �aa, �~ (360) 293-1901 p Job Address: 116 O AVE Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221 Project: APN: Remarks: TIMBER AND GALVANIZED STEEL PILING REPAIRS AT CURTIS WHARF. Owner: PORT OF ANACORTES Contractor: TBD Address: PO BOX 297 Address: ANACORTES 1/VA 98221-0297 Phone: (360) 299-1827 Phone: License #: General Information: Fees: Building Valuation 638060 Building Permit Fee 3,894.00 Plan Review Fee 2,531 .10 State Building Code Fee Comm 25.00 Total Calculated: 6,450.10 Deposits/Receipts: 6,450.10 Total Due: 0.00 The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance; regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and examin this application and know the same to be true and correct. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED ,./r. 1 1( k I I C 0 Finance Department 020181-0009 Erin W. 05/13/2020 01 :35PM PERMITS AND INSPECTIONS PORT OF ANACORTES BLD-2020-0240 Commercial Alteration/Repair Permit TIMBER AND GALVANIZED STEEL PILING REPAI pending 2020 Item: BLD-2020-0240 Building Permit Fee 3,894.00 Plan Review Fee 2,531 .10 Mechanical Permit Fees 0.00 Plumbing Permit Fee 0.00 State Building Code Fee Comm 25.00 Stormwater Review 000 Payment Id: 281683 6,450.10 Subtotal 6,450.10 Total 6,450.10 CHECK 6,450.10 Check Number084650 Change due 0.00 Paid by: PORT OF ANACORTES ANPORTOPANACONTIS 421N17 ley=MI. Im man arra,rev.wwx.rea MP/LIF A161401111111INVAINV r.`".,Y4tlfa 1 ilic4J*NU P i.150 VID I MCC ad fAiLIAVI TT elri 44.4 NO Thank you for your payment COPY DUPLICATE RECEIPT 0N.\4c, ioo Commercial Ave.,Anacortes,WA 98221 I (36o)293-3134 I www portofanacortes.co Atrr m DIV1wr April30 2020 APR 3 0 2020 Don Measamer L Director of Planning, Community& Economic B Of ANACOATFR• Development City of Anacortes—Building Department P.O. Box 547 Anacortes, WA 98221 Re: BUILDING PERMIT APPLICATION FOR CURTIS WHARF REPAIRS AND CATHODIC PROTECTION Dear Mr. Measamer, The Port proposes repairs, maintenance, and upgrades to the piles at Curtis Wharf. Curtis Wharf is located at the corner of 2nd Street and 0 Avenue and adjacent to the south shore of Guemes Channel. Curtis Wharf is primarily used as a working wharf and dock for commercial vessels. We have obtained appropriate permits from the US Army Corps of Engineers,Washington State Department of Fish and Wildlife, and a Shoreline Exemption from the City of Anacortes (all permits included in this application package). The proposed maintenance and corrosion protection work involves recoating and protecting 169 galvanized steel piles by 1) installing a protective dielectric coating to the surfaces of the steel piles between low tide and, at a minimum, 1 foot above the splash zone and 2) installing a cathodic protection system to provide corrosion control to submerged metallic surfaces. Additionally,the project includes maintenance and repair work to timber portions of Curtis Wharf.There are up to 88 timber piles requiring repairs.This work will be performed in three phases: Phase I—southwest steel pile corrosion and timber pile repairs, Phase II—mid-pier steel pile corrosion and east section timber pile repairs and Phase Ill—northeast steel pile corrosion repairs and full wharf impressed current cathodic protection system installation. The Port of Anacortes requires this work due to corrosion of steel pilings and deterioration of timber dock sections at Curtis Wharf from continuous exposure to the marine environment. Further corrosion will lead to exposed steel pilings and timber deterioration that could structurally damage Curtis Wharf.The work is required for tenant use,to extend the wharf's service life, and to eliminate structural safety hazards. With work planned in three phases,we request that the Building Permit expiration date be the same or later than our Army Corps of Engineers permit (3/18/2023) expiration date. Please contact me if you have any questions or need any additional information at(360) 299-1827 or kevin.andersonpportofanacortes.com Sincerely, Kevin Anderson Environmental Specialist Port of Anacortes , 1 , Il letL -0 — 2ozo — 021y0 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT t P�i rCOMM RCIAL & MULTI-FAMILY BUILDING PERMIT APPLICATION Mailing Address:P.O. Box 547,Anacortes, WA 98221 rot., Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901 PLEASE REFER TO THE COMMERCIAL&MULTI-FAMILY BUILDING PERMIT CHECKLIST FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#)• O Av PARCEL(S)#: 2nd Street and "O"Avenue j / j Q/ P31510 Subdivision/Lot#: PROJECT VALUATION: $638,060 APPLICANT:Port of Anacortes Phone: 360-299-1827 Address(Street,City,State,Zip): 100 Commercial Ave, Email Address: Anacortes,WA 98291 kevin.anderson@portofanacortes.com PROPERTY OWNER:Port of Anacortes Phone: 360-299-1827 Address(Street,City,State,Zip):100 Commercial Ave, Email Address: Anacortes,WA 98221 CONTACT PERSON: Kevin Anderson Phone: 360-770-5194 Address(Street,City,State,Zip): 100 Commercial Ave, Email Address: Anacortes,WA 98221 kevin.anderson@portofanacortes.com j LENDING AGENCY: • Phone: Address(Street,City,State,Zip): Email Address: CONTRACTOR:* TBD-Not yet out to bid Phone: Address(Street,City,State,Zip): Email Address Professional License# Ex p.Date: *All Contractors&subcontractors must have a valid City of Anacortes business license prior to doing work in the City. Contact the City's Business License#: Exp.Date: Finance Department at(360)299-1968. PROPOSED WORK: Timber and galvanized steel piling repairs at Curtis wharf,see attached letter,plans,and permit copies. PROPOSED NEW SQUARE FOOTAGE: Basement SQ': 0 1'Floor SQ': 0 2nd Floor SQ': 0 3rd Floor SQ': 0 4th Floor SQ': 0 Garage SQ': 0 Other SQ': 0 Retaining Wall: Yes 0 No IE Fire Sprinkler: Yes ❑ No C Occupancy Group(s): Occupant Load(s) Type of Construction: I declare under penalty of perjury that the information I have provided on this foim/application is true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: Kevin Anderson Owner ❑ Agent NI (specify):Employee Signature: Date: 4/30/20 Page 1 of 5 IMPERVIOUS SURFACE AREA: Existing Impervious SQ': New Impervious SQ': 0 Total Disturbed Land/Soil SQ': Total Proposed: Cut: Fill: New hard surfaces(pervious&impervious) 0 Land converted from native vegetation to lawn or landscaping SQ': 0 Land converted from native vegetation to pasture SQ': 0 MECHANICAL: Equipment Type: Appliance/Equipment Information (new and relocated): Total#: Furnace: Gas#: Elec#: BTU: Other#: Wall Heater: Gas#: Elec#: Other:#: Location(s): Gas Water Heater: #: Location(s): Heat Pump: Elec#: Other#: Air Conditioner/Handler: Elec#: Other:#: Location(s): Radiant/Hydronic Heating: Gas#: Elec#: Other:#: Location(s): Exhaust Fans: Bath#: Laundry#: Kitchen#: Other#: Range Hood: #: Type 1 or 2(Circle which one) Location(s): Fireplace: Gas#: Elec#: Other:#: Location(s): Clothes Dryer&Duct: Gas#: Elec#: Other: #: Location(s): Stove/Range/Oven: Gas#: Elec#: Other: #: Location(s): Refrigeration Unit: Elec#: Other:#: Location(s): Gas Piping/Outlet(s): #: Location(s): Boiler: Gas#: Elec#: BTUs: Location(s): Other: #: Location(s): TOTAL MECHANICAL OUTLETS: 0 PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): Refrigerator water supply(for water/ice dispenser): Kitchen Sink: Pressure Reduction Valve/Pressure Regulator: Utility Sink: Water Service Line: Tub: Water Piping: Hand Sink: Clothes Washer: Shower: Electric Water Heater: Tank-less? Yes ❑ No D Dishwasher: Backflow Prevention Device: Urinal: Hose Bib: Floor Drain/Floor Sink: Drinking Fountain: Hydronic Heat in: Floor ❑ Wall ❑ Grease Interceptor: Other: Other: TOTAL PLUMBING FIXTURES: 0 Page 2 of 5 O. I APR 3 6 2020 Y. 04, j� Anacortes MIN,g� 4 .A unify & Economic Development Dept. to Permit Center P.D.Box 547,Anacortes,WA 98221-0547 PH(360)299-1984 eo'f' Don Measamer,Director of Planning,Community and Economic Development FAX(360)293-1938 EXEMPTION FROM THE SHORELINE MANAGEMENT ACT'S (SMA) SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT.(SSDP):. APPLICANT/ LANDOWNER: Port of Anacortes, 100 Commercial Avenue,Anacortes, WA 98221 PROJECT LOCATION: Curtis Wharf is located at the corner of 2nd Street and "0"Avenue PARCEL NUMBER: P31510 FILE: SLX-2019-0001 APPLICATION DATE: January 4,2019 ACTION: Approved I. DESCRIPTION AND LOCATION: PROJECT DESCRIPTION: The applicant has applied for a shoreline exemption to permit maintenance and repair corrosion protection work which involves repairs to the galvanized steel piles by 1) installing a protective dielectric coating to the surfaces of the steel, pipe piles between low tide and, at a minimum,1 foot above the splash zone and 2) installing an impressed current cathodic protection system to provide external corrosion control to all submerged metallic surfaces. Additionally, the project involves maintenance and repair work to existing timber dock sections of Curtis Wharf. Based on a condition assessment report, there are up to 88 timber piles exhibiting some degree of deterioration and requiring the proposed work. This work will be performed in three phases: Phase I - southwest steel pile corrosion and timber pile repairs, Phase II- mid-pier steel pile corrosion and east section timber pile repairs and Phase III-northeast steel pile corrosion repairs and full wharf impressed current cathodic protection system installation . ZONING DISTRICT: The subject proposal is located in the Manufacturing&Shipping(MS)Zoning District of the City of Anacortes. Page 1 of 3 SHORELINE ENVIRONMENT/DESIGNATION: The project site lies in the City of Anacortes's 2010 Shoreline Master Program's "Aquatic" shoreline environment/designation. STATE ENVIRONMENTAL POLICY ACT(SERA): The Port of Anacortes acting as SEPA lead agency has determined that the proposed maintenance and repair activities to Curtis Wharf are exempt from SEPA environmental review per WAC 197.11.800(3). li. FINDINGS OF FACT AND CONCLUSIONS OF LAW: 1. According to the City of Anacortes's 2010 Shoreline Master Program (SMP) Section 5.12, Table 5,1, both water dependent industrial and port facilities along with public and private docks, piers, and floats are permitted outright in the "Aquatic" shoreline environment/designation. The subject proposal will be consistent with the policies and provisions of the Shoreline Management Act and the 2010, City of Anacortes's Shoreline Master Plan. 2. According to AMC 17.17.020, permitted uses include "Manufacturing, storing, and shipment of goods, research and development, offices, maritime administration and public meeting space, building and repair of boats and ships, boat and marine equipment sales and services, public parks, piers, wharfs, dry docks and related facilities, commercial parking, private parking, and public parking." The proposed maintenance and repair activities are to Curtis Wharf. The existing and proposed uses at Curtis Wharf are consistent with section 17.17,020 of Chapter 17.17 regulating the Commercial Marine Zoning District within the City of Anacortes. 3. The project is exempt from the requirement to obtain a Shoreline Substantial Development Permit (SSDP) pursuant to WAC 173.27.040(2)(b) —"Normal maintenance or repair of existing structures or developments, including damage by accident,fire or elements. "Normal maintenance"includes those usual acts to prevent a decline, lapse, or cessation from a lawfully established condition. "Normal repair" means to restore a development to a state comparable to its original condition, including but not limited to its size, shape, configuration, location and external appearance, within a reasonable period after decay or partial destruction, except where repair causes substantial adverse effects to shoreline resource or environment. Replacement of a structure or development may be authorized as repair where such replacement is the common method of repair for the type of structure or development and the replacement structure or development is comparable to the original structure or development including but not limited to its size,shape, configuration, location and external appearance and the replacement does not cause substantial adverse effects to shoreline resources or environment." Page 2 of 3 III. DECISION: APPROVED D DENIED IV. CONDITIONS OF APPROVAL: 1. Best Management Practices(BMPs) shall be implemented at all times during the proposed maintenance and repair activities. 2. The applicant shall adhere to the applicable policies and development regulations contained in the City of Anacortes's 2010,Shoreline Master Program including but not limited to those in:Section 5.6 Aquatic:Shoreline Environment, Chapter 6 Environmental Protection General Regulations;and other applicable provisions of the Shoreline Master Program. 3. Hours of construction/work are limited to 7:00 AM to 10:00 PM Sunday through Saturday. 4. Noise levels are not to exceed those standards as established by the state pursuant to Chapter 70.107 RCW and contained in Chapter 173.60 WAC. 5. All applicable local,state and federal permits and authorizations shall be secured prior to work beginning on the site.Copies:shall be provided to the city. 6. The applicant/landowner shall comply with federal statutes including but not limited to:The Endangered Species Act,Clean Water Act, Marine Mammal Protection Act,and other federal statutes. APPROVED BY: January 8, 2019 Don Measamer Date Director of Planning, Community, & Economic Development&Shoreline Administrator APPEALS: Per AMC Table 19.20.030-1 and 19.20.210,the Administrator's decision maybe appealed to the Hearing Examiner.Appeals must be delivered to the City Clerk by mail or personal delivery before 5:00 PM on the last business day of the appeal period (14 days). Appeals received by mail after 5:00 PM on the last day of the appeal period will not be accepted, regardless when such appeals were mailed or postmarked. Contents of any appeal shall contain the information and items as listed in AMC 19.20.210(F). Page 3 of 3 Washington Department of Fish&Wildlife HYDRAULIC PROJECT APPROVAL POBox43234 ed,,.,.r::c., ,:::,:•.= Olympia,WA 98504-3234 ELM and WILDLIFE (360)902-2200 Issued Date: January 17, 2019 Permit Number: 2019-4-45+01 Project End Date: February 15, 2023 FPA/Public Notice Number: N/A Application ID: 16882 PERMITTEE AUTHORIZED AGENT OR CONTRACTOR Port of Anacortes ATTENTION: Sarah Tchang 100 Commercial Ave Anacortes, WA 98221-1560 Project Name: MRT-27 Curtis Wharf Corrosion Repairs and Cathodic Protection Project Description: The Port of Anacortes proposes to conduct repairs, maintenance and upgrades to the existing corrosion protection system and timber piles at Curtis Wharf. Curtis Wharf, a 320 feet wharf with a—24 feet MLLW, is located at the corner of 2nd Street and 0 Avenue and adjacent to the south shore of Guemes Channel. Curtis Wharf is primarily used as a working wharf and dock for commercial vessels. The proposed maintenance and repair corrosion protection work involves repairs to the galvanized steel piles by 1) installing a protective dielectric coating to the surfaces of the steel, pipe piles between low tide and, at a minimum, 1 foot above the splash zone and 2) installing an impressed current cathodic protection system to provide external corrosion control to all submerged metallic surfaces.Additionally,the project involves maintenance and repair work to existing timber dock sections of Curtis Wharf. Based on a condition assessment report, there are up to 88 timber piles exhibiting some degree of deterioration and requiring the proposed work. This work will be performed in three phases: Phase I—southwest steel pile corrosion and timber pile repairs, Phase II—mid-pier steel pile corrosion and east section timber pile repairs and Phase III—northeast steel pile corrosion repairs and full wharf impressed current cathodic protection system installation. PROVISIONS AUTHORIZED WORK TIMES 1. TIMING LIMITATION: To protect fish and shellfish habitats at the job site,work below the ordinary high water line (OHWL)must occur from August 1st and February 15th of any year. 2.APPROVED PLANS: Work must be accomplished per plans and specifications submitted with the application and approved by the Washington Department of Fish and Wildlife, entitled "MRT-27 CURTIS WHARF CORROSION REPAIRS AND CATHODIC PROTECTION," sheets 1-5 of 5, dated December 2018, and "JARPA DRAWINGS CURTIS WHARF-COMPLETE SET 12-20-18 FINAL," sheets 1-17 of 17, dated December 2018, except as modified by this Hydraulic Project Approval (HPA). You must have a copy of these plans and this HPA available on site during all phases of the project construction. NOTIFICATION 3. PRE-AND POST-CONSTRUCTION NOTIFICATION: You, your agent, or contractor must contact the Washington Department of Fish and Wildlife by e-mail at HPAapplications@dfw.wa.gov; mail to Post Office Box 43234, Olympia, Washington 98504-3234; or fax to (360)902-2946 at least three business days before starting work, and again within seven days after completing the work. The notification must include the permittee's name, project location, starting date Page 1 of 5 7 Washington Department of Fish&Wildlife HYDRAULIC PROJECT APPROVAL POBox43234 E7SH and MinOlympia,WA 98504-3234 (360)902-2200 Issued Date: January 17, 2019 Permit Number: 2019-4-45+01 Project End Date: February 15, 2023 FPA/Public Notice Number: N/A Application ID: 16882 for work or date the work was completed, and the permit number. The Washington Department of Fish and Wildlife may conduct inspections during and after construction; however, the Washington Department of Fish and Wildlife will notify you or your agent before conducting the inspection. 4. FISH KILL/WATER QUALITY PROBLEM NOTIFICATION: If a fish kill occurs or fish are observed in distress at the job site, immediately stop all activities causing harm. Immediately notify the Washington Department of Fish and Wildlife of the problem. If the likely cause of the fish kill or fish distress is related to water quality, also notify the Washington Military Department Emergency Management Division at 1-800-258-5990.Activities related to the fish kill or fish distress must not resume until the Washington Department of Fish and Wildlife gives approval. The Washington Department of Fish and Wildlife may require additional measures to mitigate impacts. STAGING, JOB SITE ACCESS AND EQUIPMENT 5. Establish the staging area (used for activities such as equipment storage, vehicle storage, fueling, servicing, and hazardous material storage) in a location and manner that will prevent contaminants like petroleum products, hydraulic fluid, fresh concrete, sediments, sediment-laden water, chemicals, or any other toxic or harmful materials from entering waters of the state. 6. Confine the use of equipment to specific access and work corridor shown in the approved plans. 7. Check equipment daily for leaks and complete any required repairs before using the equipment in or near the water. 8. Lubricants composed of biodegradable base oils such as vegetable oils, synthetic esters, and polyalkylene glycols are recommended for use in equipment operated in or near water. 9. Operate vessels with minimal propulsion power to avoid prop scour damage to the bed and marine vegetation habitats. 10. Do not deploy anchors or spuds in seagrass or kelp. CONSTRUCTION-RELATED SEDIMENT, EROSION AND POLLUTION CONTAINMENT 11. Prevent contaminants from the project, such as petroleum products, hydraulic fluid, fresh concrete, sediments, sediment-laden water, chemicals, or any other toxic or harmful materials, from entering or leaching into waters of the state. 12. Use tarps or other methods to prevent treated wood, sawdust, trimmings, drill shavings and other debris from contacting the bed or waters of the state. CONSTRUCTION MATERIALS 13. Do not use wood treated with oil-type preservative (creosote, pentachlorophenol)in any hydraulic project. Wood treated with waterborne preservative chemicals (ACZA,ACQ) may be used if the Western Wood Preservers Institute has approved the waterborne chemical for use in the aquatic environment. The manufacturer must follow the Western Wood Preservers Institute guidelines and the best management practices to minimize the preservative migrating from treated wood into aquatic environments. To minimize leaching, wood treated with a preservative by someone other than a manufacturer must follow the field treating guidelines. These guidelines and best management practices are available at www.wwpinstitute.org. PILING CATHODIC PROTECTION 14. Install dielectric coating to the surfaces of the steel piles between low tide, and at a minimum, 1 foot above the splash zone. 15. Install impressed current cathodic protective system to provide external corrosion control to all submerged metallic surfaces. TIMBER PILE REPAIRS Eelgrass must not be affected by the piling repair work. Page 2 of 5 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 ::., .:c..;..-_:•:;; Olympia,WA 98504-3234 FISH and WILDLIFE (360)902-2200 Issued Date: January 17, 2019 Permit Number: 2019-4-45+01 Project End Date: February 15, 2023 FPA/Public Notice Number: N/A Application ID: 16882 16. All timber pile repair work shall be conducted using hand tools only. 17. If timber pile repairs need to be conducted below the mudline, hand-excavated materials shall be collected and disposed of off site, and the area must be backfilled with permitted materials. DEMOBILIZATION/CLEANUP 18. Remove all debris or deleterious material resulting from construction from the beach area or bed and prevent from entering waters of the state. LOCATION#1: Site Name: Curtis Wharf 2nd Street and 0 Avenue,Anacortes, WA 98221 WORK START: August 1, 2019 WORK END: February 15, 2023 WRIA Waterbody: Tributary to: 03-Skagit Lower-Samish Unknown Stream Number Unknown 1/4 SEC: Section: Township: Range: Latitude: Longitude: County: 13 35 N 01 E 48.52167 -122.61470 Skagit Location#1 Driving Directions From North 1-5, take exit 230/WA-20W towards Anacortes. Go through the Hwy 20 Spur light, turn right at the roundabout on Commercial Avenue and follow it until 2nd Street. Take a left on 2nd Street until you reach a dead end. Curtis Wharf is located to the right of the dead end. APPLY TO ALL HYDRAULIC PROJECT APPROVALS This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code, specifically Chapter 77.55 RCW. Additional authorization from other public agencies may be necessary for this project. The person(s)to whom this Hydraulic Project Approval is issued is responsible for applying for and obtaining any additional authorization from other public agencies (local, state and/or federal)that may be necessary for this project. This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the person (s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work. This Hydraulic Project Approval does not authorize trespass. The person(s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work may be held liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project Approval. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day and/or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. Page 3 of 5 0,--.0^-1 Washington Department of Fish&Wildlife HYDRAULIC PROJECT APPROVAL POBox43234 Olympia,WA 98504-3234 FISH.e ATLTiLft, (360)902-2200 issued Date: January 17, 2019 Permit Number: 2019-4-45+01 Project End Date: February 15, 2023 FPA/Public Notice Number: N/A Application ID: 16882 All Hydraulic Project Approvals issued under RCW 77.55.021 are subject to additional restrictions, conditions, or revocation if the Department of Fish and Wildlife determines that changed conditions require such action.The person(s) to whom this Hydraulic Project Approval is issued has the right to appeal those decisions. Procedures for filing appeals are listed below. MINOR MODIFICATIONS TO THIS HPA: You may request approval of minor modifications to the required work timing or to the plans and specifications approved in this HPA unless this is a General HPA. If this is a General HPA you must use the Major Modification process described below. Any approved minor modification will require issuance of a letter documenting the approval. A minor modification to the required work timing means any change to the work start or end dates of the current work season to enable project or work phase completion. Minor modifications will be approved only if spawning or incubating fish are not present within the vicinity of the project. You may request subsequent minor modifications to the required work timing. A minor modification of the plans and specifications means any changes in the materials, characteristics or construction of your project that does not alter the project's impact to fish life or habitat and does not require a change in the provisions of the HPA to mitigate the impacts of the modification. If you originally applied for your HPA through the online Aquatic Protection Permitting System (APPS), you may request a minor modification through APPS.A link to APPS is at http://wdfw.wa.gov/licensing/hpa/. If you did not use APPS you must submit a written request that clearly indicates you are seeking a minor modification to an existing HPA.Written requests must include the name of the applicant,the name of the authorized agent if one is acting for the applicant,the APP ID number of the HPA, the date issued, the permitting biologist, the requested changes to the HPA, the reason for the requested change, the date of the request, and the requestor's signature. Send by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234, or by email to HPAapplications@dfw.wa.gov. You should allow up to 45 days for the department to process your request. MAJOR MODIFICATIONS TO THIS HPA:You may request approval of major modifications to any aspect of your HPA. Any approved change other than a minor modification to your HPA will require issuance of a new HPA. If you originally applied for your HPA through the online Aquatic Protection Permitting System (APPS), you may request a major modification through APPS.A link to APPS is at http://wdfw.wa.gov/licensing/hpa/. If you did not use APPS you must submit a written request that clearly indicates you are requesting a major modification to an existing HPA.Written requests must include the name of the applicant,the name of the authorized agent if one is acting for the applicant,the APP ID number of the HPA, the date issued, the permitting biologist, the requested changes to the HPA, the reason for the requested change, the date of the request, and the requestor's signature. Send your written request by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234.You may email your request for a major modification to HPAapplications@dfw.wa.gov. You should allow up to 45 days for the department to process your request. APPEALS INFORMATION If you wish to appeal the issuance, denial, conditioning, or modification of a Hydraulic Project Approval (HPA), Washington Department of Fish and Wildlife (WDFW) recommends that you first contact the department employee who issued or denied the HPA to discuss your concerns. Such a discussion may resolve your concerns without the need for further appeal action. If you proceed with an appeal,you may request an informal or formal appeal. WDFW encourages you to take advantage of the informal appeal process before initiating a formal appeal. The informal appeal process includes a review by department management of the HPA or denial and often resolves issues faster and with less legal complexity than the formal appeal process. If the informal appeal process does not resolve your concerns, you may advance your appeal to the formal process.You may contact the HPA Appeals Coordinator at (360)902-2534 for more information. Page 4 of 5 Washington Department of Fish&Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 «,::: •:,:.•:- , Olympia,WA 98504-3234 FISB d WILDLIFE (360)902-2200 Issued Date: January 17, 2019 Permit Number: 2019-4-45+01 Project End Date: February 15, 2023 FPA/Public Notice Number: N/A Application ID: 16882 A. INFORMAL APPEALS:WAC 220-660-460 is the rule describing how to request an informal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete informal appeal procedures. The following information summarizes that rule. A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request an informal appeal of that action. You must send your request to WDFW by mail to the HPA Appeals Coordinator, Department of Fish and Wildlife, Habitat Program, PO Box 43234, Olympia, Washington 98504-3234; e-mail to HPAapplications@dfw.wa.gov; fax to (360)902-2946; or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. WDFW must receive your request within 30 days from the date you receive notice of the decision. If you agree, and you applied for the HPA, resolution of the appeal may be facilitated through an informal conference with the WDFW employee responsible for the decision and a supervisor. If a resolution is not reached through the informal conference, or you are not the person who applied for the HPA, the HPA Appeals Coordinator or designee may conduct an informal hearing or review and recommend a decision to the Director or designee. If you are not satisfied with the results of the informal appeal, you may file a request for a formal appeal. B. FORMAL APPEALS: WAC 220-660-470 is the rule describing how to request a formal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete formal appeal procedures. The following information summarizes that rule. A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request a formal appeal of that action. You must send your request for a formal appeal to the clerk of the Pollution Control Hearings Boards and serve a copy on WDFW within 30 days from the date you receive notice of the decision. You may serve WDFW by mail to the HPA Appeals Coordinator, Department of Fish and Wildlife, Habitat Program, PO Box 43234, Olympia, Washington 98504-3234; e-mail to HPAapplications@dfw.wa.gov; fax to (360)902-2946; or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, you may request a formal appeal within 30 days from the date you receive the Director's or designee's written decision in response to the informal appeal. C. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS: If there is no timely request for an appeal, the WDFW action shall be final and unappealable. Habitat Biologist Marcus.Reaves@dfw.wa.gov ;._=:" — --- for Director Marcus Reaves 360-466-4345, Ext:251 WDFW Page 5 of 5 F,. DEPARTMENT OF THE ARMY "7/ ,t,,,, CORPS OF ENGINEERS,SEATTLE DISTRICT Q '`''''' %\t''' P.O. BOX 3755 W' - �,. Iti SEATTLE,WASHINGTON 98124-3755 ri♦ bs'rt' �F. ZAF STATES D<A Regulatory Branch July 11, 2019 Ms. Sarah Tchang Port of Anacortes 100 Commercial Avenue Anacortes, Washington 98221 Reference: NWS-2019-57 Port of Anacortes (Curtis Wharf) Dear Ms. Tchang: We have reviewed your application to perform maintenance activities including corrosion protection work and piling repair of up to 88 piles at Curtis Wharf in Guemes Channel at Anacortes, Washington. Based on the information you provided to us,Nationwide Permit (NWP) 3,Maintenance (Federal Register January 6,2017,Vol. 82,No. 4), authorizes your proposal as depicted on the enclosed drawings dated December 2018. In order for this authorization to be valid,you must ensure the work is performed in accordance with the enclosed NWP 3, Terms and Conditions and the following special condition: a. You must perform the work as detailed in the No Effects Letter dated January 11, 2019, and implement avoidance and minimization measures to ensure the work would result No Effect to Endangered Species Act listed species or their critical habitat. We have reviewed your project pursuant to the requirements of the Endangered Species Act, the Magnuson-Stevens Fishery Conservation and Management Act and the National Historic Preservation Act. We have determined this project complies with the requirements of these laws provided you comply with all of the permit general and special conditions. The authorized work complies with the Washington State Department of Ecology's (Ecology)Water Quality Certification (WQC)requirements and Coastal Zone Management (CZM) consistency determination response for this NWP. No further coordination with Ecology for WQC and CZM is required. Guemes Channel is a water of the U.S. The Section 10 jurisdictional boundaries are shown on the enclosed permit drawings. If you believe these boundaries are inaccurate, you may -2- request a preliminary or approved jurisdictional determination (JD). If one is requested,please be aware that we may require the submittal of additional information to complete the JD and work authorized in this letter may not occur until the JD has been completed. Our verification of this NWP authorization is valid until March 18,2022,unless the NWP is modified,reissued, or revoked prior to that date. If the authorized work has not been completed by that date and you have commenced or are under contract to commence this activity before March 18, 2022, you will have until March 18, 2023,to complete the activity under the enclosed terms and conditions of this NWP. Failure to comply with all terms and conditions of this NWP verification invalidates this authorization and could result in a violation of Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act. You must also obtain all local, State, and other Federal permits that apply to this project. Upon completing the authorized work,you must fill out and return the enclosed Certificate of Compliance with Department of the Army Permit. Thank you for your cooperation during the permitting process. We are interested in your experience with our Regulatory Program and encourage you to complete a customer service survey. These documents and information about our program are available on our website at www.nws.usace.army.mil, select"Regulatory Branch,Permit Information" and then"Contact Us." If you have any questions,please contact me at ronald.j.wilcox@usace.army.mil or(206) 316-3893. Sincerely, (toi . Ron Wilcox, Senior roject Manager Regulatory Branch Enclosures Oicles, Dave From: Kevin Anderson <Kevin.Anderson@portofanacortes.com> Sent: Thursday, April 30, 2020 11:18 AM To: Oicles, Dave Subject: ' / ?,jCu'rtis Wharf Pile Repair and Cathodic Protection Building Permit Application Attachme is: 1N4RT-27 Permits.pdf; MRT-27 Commercial Building Permit App.pdf; MRT-27 builing APR 3 0 2 permit app Letter.pdf Dear Dave, li ANACCRITIFR Please find the building permit application for proposed work at Curtis Wharf. We have obtained appropriate permits from the US Army Corps of Engineers, WDFW, and a Shoreline Exemption from the City of Anacortes (all permits included in this application package). The proposed maintenance and corrosion protection work involves recoating and protecting 169 galvanized steel piles by 1) installing a protective dielectric coating to the surfaces of the steel piles between low tide and, at a minimum, 1 foot above the splash zone and 2) installing a cathodic protection system to provide corrosion control to submerged metallic surfaces. Additionally, the project includes maintenance and repair work to timber portions of Curtis Wharf. There are up to 88 timber piles requiring repairs.This work will be performed in three phases: Phase I—southwest steel pile corrosion and timber pile repairs, Phase II—mid-pier steel pile corrosion and east section timber pile repairs and Phase Ill—northeast steel pile corrosion repairs and full wharf impressed current cathodic protection system installation. The Port of Anacortes requires this work due to corrosion of steel pilings and deterioration of timber dock sections at Curtis Wharf from continuous exposure to the marine environment. Further corrosion will lead to exposed steel pilings and timber deterioration that could structurally damage Curtis Wharf. The work is required for tenant use, to extend the wharf's service life and to eliminate structural safety hazards. With work planned in three phases, we request that the Building Permit expiration date be the same or later than our Army Corps of Engineers permit (3/18/2023). I will drop two printed copies of the plan set in the Building Services'drop box at City Hall. Please contact me if you have any questions or need any additional information. Best regards, Kevin Anderson Best Regards, Kevin Anderson I Environmental Specialist Direct (360) 299-1827 I Mobile (360) 770-5194 100 Commercial Ave, Anacortes, WA 98221 a4. te Port ofAnacortes Public Communication: Information contained in any communication to or from the Port of Anacortes, including attachments, may be subject to the disclosure requirements of Washington's Public Records Act, Ch. 42.56 RCW. 1 CITY OF ANACORTES OF ANACORTES PLANNING & BUILDING DEPORT r APPROVED pLneuRTis WHARF CORROSION REPAIRS AND PERMIT #: RjI-0 2d20 — 0211 O ADDRESS: k t 6 ±3:_( ,.... CATHODIC PROTECTION SYSTEM APPROVED•l�Y: 12 llW1Wfl . SUBJECT TO FIELD INSPECTION. APPROVED PLANS j , ,. j 0E2 EE II W FILE COPY SHALE NOT BE ALTERED WITHOUT AUTHORIZATION: ' ANACORTES , f' ' i , 1 ; APR 3� 2020 P ROJ E CT #MRT-27 ,. .___,../ ,,,,,. .....„N �� CANADA U. S. A. oc /.7 - Fp BEWNGHAM ' .47 PROJECT SITE _ d� ANACORTES es (./ 4 6 (\:_ l' .(a, ak G‘I 1 N u. f •' N ' No. SHEET TITLE SrR MOUNT VERNON • G'�� ^yY •- �'� cP G1 .0 COVER SHEET AND SHEET INDEX o� E F° �T a l._,. JUAN 0 [1 ) � ••' �� .�', S1 .0 GENERAL NOTES EVERETT ••- �R�. ,. �, S1 .1 WEST TIMBER WHARF PILE & FRAMING PLAN r ,,, S1 .2 EAST TIMBER WHARF 1 PILE & FRAMING PLAN m '�"*'' �� S1 .3 EAST TIMBER WHARF 2 PILE & FRAMING PLAN �, = . '' S1 .4 EAST TIMBER WHARF 3 PILE & FRAMING PLAN z SEATTLE L • '' , 1'' S2.0 DETAILS 0 'r' •- S2.1 DETAILS _ ELECTRICAL SYMBOLS, ABBREVIATIONS, GENERAL NOTES, W.- I r • , 1 i E-1 SHEET LIST, TAG LIST, AND ONE LINE DIAGRAM PACIFIC L. S TACOMA ' �� E-2 SITE AND BUILDING ELECTRICAL PLANS OCEAN / '- . .; % E-3 PANELBOARD SCHEDULE OLYMPIA i E-4 CABLE AND CONDUIT SCHEDULE AND ELECTRICAL DETAILS LLLI.P♦ I / .' '' `' � • = ° CP-1 CATHODIC PROTECTION . , . ...-n,......,, si r —� : ' )fil +:,: _�J'r '�ks CP-2 CATHODIC PROTECTION ' r L. 1V P.= VICINITY MAP _ } 'll'"' f'-�!Ea if DATUM: i .;I ' • ELEVATION DATUM FOR THIS PROJECT IS 0.0 FT. MEAN LOWER LOW WATER - . 1 - a MLLW Ii- _ TIDAL DATUM PLANE - ANACORTES, GUEMES CHANNEL, SKAGIT COUNTY (FROM o . �, DIGITAL SIGNATURE: w �i I > 1TIDAL GTON DEPARTMENT OF ECOLOGY) FI ] Q If1r� 1�' HIGHEST RECORDED TIDE: ESTIMATED (EHW) 11.00 FT. CD �, I MEAN HIGHER HIGH WATER (MHHW) 8.20 FT. cs)i • / �` y ;, ,j I?"' MEAN HIGH WATER (MHW) 7.40 FT. .4' - " ` �— - 1 t ��� MEAN (HALF) TIDE LEVEL (MTL) 5.00 FT. o DIGITAL SIGNATURE: f 0��� - •••• III �.✓ MEAN SEA LEVEL (MSL) 4.42 FT. y / + '- MEAN LOW WATER (MLW) 2.60 FT. o ' 2ND ST.W MEAN LOWER LOW WATER (MLLW) 0.00 FT. a 'g LOWEST RECORDED TIDE: ESTIMATED (ELW) -4.50 FT. cc DIGITAL SIGNATURE: ; o > ti U 1 C o N N OL_ v THIS DRAWING SET WAS CREATED AS AN ELECTRONIC a DOCUMENT. IF THE ELECTRONIC DOCUMENT DOES NOT o INCLUDE A VERIFIABLE DIGITAL SIGNATURE IN THE BOX ABOVE, PLEASE CONTACT THE ENGINEER OF RECORD k FOR THE ORIGINAL CERTIFIED ELECTRONIC DOCUMENT. 1 co NO. DATE BY REVISION CURTIS WHARF CORROSION REPAIRS AND DRAWN: GRD PROJECT NO.: 194028 CV 0 CO 01 4 .„ CATHODIC PROTECTION SYSTEM DESIGN: vN SCALE: N/A PORT OF ANACORTES - PROJECT# MTR-27 CHECKED: TWB DATE: MAR. 2020 of �� COVER SHEET AND SHEET INDEX SHEET No. OD N0 �a� G1 .0 roc?:, GENERAL NOTES GENERAL STRUCTURAL NOTES THESE NOTES SHALL GOVERN UNLESS NOTED OTHERWISE ON THE DRAWINGS. REFER TO WRITTEN SPECIFICATIONS FOR THESE NOTES SHALL GOVERN UNLESS NOTED OTHERWISE ON THE DRAWINGS. REFER TO WRITTEN SPECIFICATIONS FOR FURTHER REQUIREMENTS AND AMPLIFICATION OF THESE NOTES. FURTHER REQUIREMENTS AND AMPLIFICATION OF THESE NOTES. 1. GENERAL 1. GENERAL 1. SITE ADDRESS: PORT OF ANACORTES, 100 COMMERCIAL AVE., ANACORTES, WA 98221. A. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, 2. SKAGIT COUNTY ASSESSOR'S PARCEL NUMBER P55032 SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION, WITH CITY OF ANACORTES 3. ELEVATIONS ARE IN FEET AND ARE REFERRED TO MEAN LOWER LOW WATER = 0.0. AMENDMENTS. 4. OWNER WILL OBTAIN AND PAY FOR FEDERAL, STATE AND LOCAL ENVIRONMENTAL PERMITS AND CITY OF B. DESIGN LOADING CRITERIA: ANACORTES SHORELINE AND CONSTRUCTION PERMITS. ALL OTHER PERMITS WHICH MAY BE REQUIRED SHALL BE DEAD LOAD WEIGHT OF ALL CONSTRUCTION MATERIALS OBTAINED AND PAID FOR BY THE CONTRACTOR. SEE SPECIFICATIONS FOR PERMITS. 5. MATERIALS AND INSTALLATION SHALL COMPLY WITH INTERNATIONAL BUILDING CODE, 2015 EDITION, WITH LIVE LOAD UNIFORM LOAD = 400 PSF CURRENT CITY OF ANACORTES AMENDMENTS, AND ALL OTHER APPLICABLE CITY, STATE AND FEDERAL CODES, RULES AND REGULATIONS. C. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL 6. CONTRACTOR SHALL COMPLY WITH ALL PERMITS CONDITIONS. ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 7. CONTRACTOR SHALL VERIFY CONDITIONS AND DIMENSIONS AT THE PROJECT SITE AND SHALL NOTIFY THE D. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY, PRECAUTIONS AND THE METHODS, TECHNIQUES, OWNER OF ANY DISCREPANCIES BEFORE STARTING WORK. SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. 8. EXISTING SITE FEATURES WHICH ARE DAMAGED DUE TO THE CONTRACTOR'S ACTIONS SHALL BE REPAIRED OR E. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR APPROVAL PRIOR TO REPLACED AT THE CONTRACTOR'S EXPENSE AND SHALL BE INSPECTED AND ACCEPTED BY THE OWNER. FABRICATION OR CONSTRUCTION. 9. THE OWNER'S PREMISES WILL BE OCCUPIED DURING PROGRESS OF THE WORK. CONTRACTOR SHALL MINIMIZE THE EFFECTS OF ITS WORK ON ACTIVITIES ADJACENT TO THE PROJECT SITE. CONTRACTOR SHALL COORDINATE 2. CONDITIONS SCHEDULES AND WORK WITH MATERIAL NOT TO BE RE-USED THE OWNER.OR STORED FOR OWNER SHALL BECOME THE PROPERTY OF THE A. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. ANY 10. ALL ALLDISCREPANCIES BETWEEN THOSE CONDITIONS AND DIMENSIONS FOUND IN THE FIELD AND THOSE SHOWN ON THESE DRAWINGS SHALL BE REPORTED TO THE OWNER IN A TIMELY MANNER AND BEFORE WORK PROCEEDS. CONTRACTOR AND SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF IN AN APPROVED MANNER. B. CONTRACTOR SHALL NOT PLACE CONSTRUCTION EQUIPMENT ON DOCKS, PIERS, WHARVES, APRON, OR ANY CONTRACTOR SHALL NOT STORE OR BURN MATERIAL ON SITE. DEBRIS SHALL BE REMOVED DAILY AND SHALL NOT BE ALLOWED TO ENTER THE WATER. OVER-WATER STRUCTURE WITHOUT HAVING THE CAPACITY OF THE FRAMING CALCULATED BY A REGISTERED 11. ALL APPROVED DEVIATIONS FROM THESE PLANS SHALL BE RECORDED ON A SET OF AS-BUILT DRAWINGS, ENGINEER AND SHOWN TO BE ADEQUATE FOR THE IMPOSED LOADS AND/OR SHORING INSTALLED AS INDICATED SUBMITTED TO THE OWNER AS THE PROJECT PROGRESSES AND SHALL BE SUMMARIZED ON ONE SET OF BY THE STRUCTURAL ANALYSIS. CONTRACTOR SHALL SUBMIT STRUCTURAL ANALYSIS TO THE OWNER FOR AS-BUILT REPRODUCIBLE DRAWINGS PRIOR TO PROJECT COMPLETION AND ACCEPTANCE. REVIEW. 12. A COPY OF THESE APPROVED PLANS AND PERMITS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. STRUCTURAL STEEL 13. IF AT ANY TIME, AS A RESULT OF PROJECT ACTIVITIES, FISH ARE OBSERVED IN DISTRESS, A FISH KILL A. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE AISC MANUAL OF STEEL OCCURS, OR WATER QUALITY PROBLEMS DEVELOP (INCLUDING EQUIPMENT LEAKS OR SPILLS), IMMEDIATE CONSTRUCTION, LRFD/ASD, CURRENT EDITION. NOTIFICATION SHALL BE MADE TO THE WASHINGTON STATE EMERGENCY AT 1-800-258-5990, AND TO B. SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE OWNER BEFORE COMMENCING FABRICATION. ALL WASHINGTON DEPARTMENT OF FISH AND WILDLIFE MILITARY DEPARTMENT MANAGEMENT DIVISION AT STEEL ANCHORS, TIES, AND OTHER MEMBERS EMBEDDED IN CONCRETE OR SHALL BE LEFT UNPAINTED. 1-360-902-2206. C. ALL STRUCTURAL STEEL, PIPE AND HARDWARE SHALL BE GALVANIZED PER ASTM A123 OR A153 AFTER FABRICATION UNLESS OTHERWISE NOTED. SHORELINE / SEPA NOTES D. WELDING SHALL CONFORM TO AWS D1.1. ALL WELD MATERIALS SHALL HAVE CHEMISTRY SIMILAR TO THE BASE A. APPROPRIATE BEST MANAGEMENT PRACTICES (BMP'S) SHALL BE EMPLOYED TO MINIMIZE DEBRIS AND METAL AND SHALL HAVE A MINIMUM CHARPY IMPACT OF 20 FOOT-POUNDS AT -20 DEGREES F. WELDERS CONSTRUCTION MATERIAL STORED AND STAGED AT THE CONSTRUCTION SITE. SHALL BE QUALIFIED PER AWS FOR THE TYPE OF WELDING ANTICIPATED. B. APPROPRIATE BMP'S SHALL BE EMPLOYED TO PREVENT DELETERIOUS MATERIAL FROM ENTERING THE AQUATIC E. DAMAGED GALVANIZING, INCLUDING THAT REMOVED FOR WELDING, SHALL BE REPAIRED BY HOT STICK GALVANIZING WITH ZINC STICKS TO A MINIMUM THICKNESS OF 12 MILS. ENVIRONMENT DURING CONSTRUCTION. F. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: C. DEBRIS OR TOXIC MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE CONTAINED, COLLECTED AND DISPOSED OF AT AN APPROPRIATE UPLAND FACILITY. TYPE OF MEMBER ASTM SPECIFICATION Fy D. ALL CREOSOTE-TREATED TIMBER, PILES, PILE STUBS AND ASSOCIATED EXCAVATED SEDIMENTS SHALL BE WIDE FLANGE SHAPES A992, A993 50 KSI DISPOSED OF IN A LANDFILL WHICH MEETS THE LINER AND LEACHATE STANDARDS OF THE MINIMUM OTHER SHAPES, PLATES, & RODS A36 36 KSI FUNCTIONAL STANDARDS, CHAPTER 173-304 WAC. OTHER SHAPES & PLATES (GR 50 ON PLANS) A572 (GRADE 50) 50 KSI OTHER REQUIREMENTS STRUCTURAL TUBING (HSS, SQUARE, RECTANGULAR) A500 (GRADE B) 50 KSI A. THE CONTRACTOR SHALL CONSULT THE SPECIAL PROVISIONS, AGENCY PERMITS AND THE PLANS FOR INFORMATION ON CONSTRUCTION PHASING, ENVIRONMENTAL REQUIREMENTS AND PROTECTION OF TRAFFIC, AND CONNECTION BOLTS, 3/4" ROUND, UNO ASTM F3125, GRADE A325 - THE USE OF THE EXISTING PIER. ALL THREADED RODS, UNO ASTM-A-572 50 KSI B. THE CONTRACTOR SHALL PREPARE AND SUBMIT A CONSTRUCTION SCHEDULE FOR REVIEW BY OWNER TWO WEEKS PRIOR TO START OF CONSTRUCTION. 4. TIMBER MEMBERS C. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS INDICATED IN THE GENERAL NOTES, SPECIFICATIONS AND A. TIMBER MEMBERS SHALL BE STRESS RATED PACIFIC COAST DOUGLAS FIR NO. 1 & BTR WITH A STRESS RATING DRAWINGS. (Fb) OF 1,350 PSI. ALL TIMBER MEMBERS SHALL BE ACZA TREATED. D. SUBSTITUTIONS OF MATERIALS AND DEVIATIONS FROM THE SCOPE OF THE CONSTRUCTION DOCUMENTS ARE NOT B. NEW HOLES FOR BOLTS SHALL BE PROPERLY DRILLED PRIOR TO USE. END SEAL ALL HOLES WITH PERMITTED UNLESS FORMALLY SUBMITTED AND APPROVED BY THE OWNER IN WRITING, 14 DAYS PRIOR TO PRESERVATIVE. FABRICATION. C. DO NOT CUT OR NOTCH EXISTING TIMBER MEMBERS UNLESS APPROVED BY THE OWNER. E. ALL WORK SHALL BE COORDINATED SEVEN DAYS IN ADVANCE WITH OWNER AND TERMINAL OPERATIONS. D. TIMBER SURFACES ARE AS FOLLOWS: TERMINAL OPERATIONS SHALL BE ONGOING AND UNINTERRUPTED THROUGHOUT THE COURSE OF CONTRACTOR'S A. PILE CAPS, JACK STRINGERS, STRINGERS, AND BLOCKING ARE S2S (TOP & BOTTOM). WORK. TERMINAL OPERATION ACTIVITIES REQUIRING COORDINATION INCLUDE, BUT ARE NOT LIMITED TO, VESSEL B. FENDER PILE CHOCKS ARE S4S. AND BARGE CALLING SCHEDULE, VESSEL LOADING AND UNLOADING OPERATIONS, AND CARGO TRUCK TRAFFIC C. ALL OTHER FRAMING: ROUGH. OPERATIONS. CONTRACTOR WORK WILL BE SCHEDULED AT TIMES AND LOCATIONS WHERE THE WORK DOES NOT E. ALL BOLTS THROUGH TIMBER SHALL BE SQUARE OR HEXAGONAL HEAD AND FITTED WITH MALLEABLE IRON v, INTERFERE WITH OWNER TERMINAL OPERATIONS. WASHERS EXCEPT AS NOTED OTHERWISE. -It F. WORK ACTIVITIES BELOW THE PIER MAY BE PERFORMED DURING VESSEL OPERATIONS AT THE REQUEST OF THE F. TIMBER PILES SHALL BE STRESS RATED PACIFIC COAST DOUGLAS FIR NO. 1 & BTR. ACZA TREATED. SUBMIT o CONTRACTOR AND PENDING APPROVAL BY THE OWNER. HOWEVER, ACTIVITIES DURING VESSEL OPERATIONS WILL SHOP DRAWINGS INDICATING PILE DIAMETER AND LENGTH. v-) BE LIMITED TO AREAS THAT DO NOT POSE A SAFETY RISK TO THE CONTRACTOR OR OWNER PERSONNEL OR co EQUIPMENT. 5. STORAGE AND HANDLING o G. ACCESS TO THE SITE FOR CONTRACTOR'S MATERIAL AND EQUIPMENT SHALL BE COORDINATED WITH THE OWNER. A. THE CONTRACTOR SHALL HANDLE ALL MATERIAL IN A MANNER THAT PROTECTS THE MATERIAL FROM DAMAGE. AVAILABILITY OF ON SITE STAGING AREA IS LIMITED AND SHALL BE COORDINATED WITH OWNER PRIOR TO THE OWNER WILL REJECT DAMAGED OR DETERIORATED MATERIALS INTENDED FOR PROJECT INSTALLATION. 7 CONTRACTOR MOBILIZATION. cn C' H. CONTRACTOR'S EQUIPMENT AND STAGING AREA SHALL BE SECURED AND PROTECTED AT ALL TIMES. OWNER IS 5. INSPECTION .o NOT RESPONSIBLE FOR DAMAGE TO MATERIALS OR EQUIPMENT, A. THE CRITICAL ELEMENTS REQUIRING SPECIAL INSPECTION BY THE CONTRACTOR, PER IBC CHAPTER 17, ARE AS o I. CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT REQUIRED FOR TEMPORARY TRAFFIC CONTROL FOLLOWS. AND TO SECURE THE WORK AND STAGING AREAS. TEMPORARY VEHICLE BARRIERS MAY BE REQUIRED. 1. PILE INSTALLATION J. CONTRACTOR SHALL CONTACT THE U.S. COAST GUARD DISTRICT 13 OFFICE SEATTLE, WA, MR. DARYL PELOGUIN 2. BOLTS INSTALLED IN HEAVY TIMBER i AT D13-PR-INM@USCG.MIL. REQUESTING A NOTICE TO MARINERS 30 DAYS PRIOR TO IN-WATER WORK. B. DURING DEMOLITION AND CONSTRUCTION OWNER, TENANTS, SERVICE PROVIDERS AND PUBLIC GUESTS WILL o K. GUEMES CHANNEL IS A TIDALLY INFLUENCED BODY OF WATER. CONTRACTOR SHALL COORDINATE ALL WORK OCCUPY CURTIS WHARF, BERTHS AND MOORING FACILITIES. THE PROJECT CONTRACTOR AND SUB-CONTRACTORS WITH TIDES AND CURRENTS AS REQUIRED TO ACCOMPLISH THE PROJECT SCOPE. MUST ACQUAINT THEMSELVES WITH THESE AND OTHER POTENTIAL ENVIRONMENTAL SAFETY CONCERNS RELATING o L. DURING DEMOLITION AND CONSTRUCTION OWNER, TENANTS, SERVICE PROVIDERS AND PUBLIC GUESTS WILL TO WORKING ABOVE WATER, ON WATER, AND IN-WATER AND UNDER WATER. THE CONTRACTORS APPROVED �, OCCUPY CURTIS WHARF, BERTHS AND MOORING FACILITIES. THE PROJECT CONTRACTOR AND SUB-CONTRACTORS SAFE SAFE WORK PLAN SHALL ADDRESS SUCH CONCERNS INCLUDING VESSEL PROPELLER WASH, BOW AND °? MUST ACQUAINT THEMSELVES WITH THESE AND OTHER POTENTIAL ENVIRONMENTAL SAFETY CONCERNS RELATING STERN THRUSTER WASH. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER RELATIVE 0 TO WORKING ABOVE WATER, ON WATER, IN-WATER AND UNDER WATER. THE CONTRACTORS APPROVED SAFE TO VESSEL ACTIVITY AND DISPLAY WARNING SIGNS AND FLASHING LIGHTS WHEN CONSTRUCTION ACTIVITY IS a WORK PLAN SHALL ADDRESS SUCH CONCERNS INCLUDING VESSEL PROPELLER WASH, BOW AND STERN PRESENT. THRUSTER WASH. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER RELATIVE TO o VESSEL ACTIVITY AND DISPLAY WARNING SIGNS AND FLASHING LIGHTS WHEN CONSTRUCTION ACTIVITY IS THE CONTRACTOR SHALL BECOME ACQUAINTED WITH THE PORT OF ANACORTES WEB SITE: o PRESENT. THE CONTRACTOR SHALL BECOME ACQUAINTED WITH THE PORT OF ANACORTES WEB SITE: HTTPS:WWW.PORTOFANACORTES.COM/MARINE-TERMINAL/SHIPPING-SCHEDULES/ a HTTPS:WWW.PORTOFANACORTES.COM/MARINE-TERMINAL/SHIPPING-SCHEDULES/ 0o NO. DATE BY REVISION DRAWN: GRD PROJECT NO.: 194028 0 ���l ��BF! ®� CURTIS WHARF CORROSION REPAIRS AND DESIGN: VN SCALE: N/A a' 1736FourthAvenueS.,SuiteA �oQ�ytP,�oe x�.QS-� CATHODIC PROTECTION SYSTEM rA EI D Seattle,Washington 98134 as, PORT OF ANACORTES - PROJECT# MTR-27 CHECKED: TWB DATE: MAR. 2020 o SHEET NO. N P:206.624.1387 a, d �, \‘...:,...______y GENERAL NOTES ��ts,qF 39312 �o = o . ENGINEERS, INC. www.pndengineers.com ,, ,s z 2R G. � r7CIo -15 1 , II _ _ 3 4 © 6 -10 7 8 9 10 ,- ,.0 ® . 14 0 16 18 19 20 113 07 0 3'-0" 4'-0" 5'-9" 6'-4" 5'-8" 5—9" 6'-0" _ 6'-3" 6'-10" 6'-3" 5'-9" 6'-3" 6'-1" _ 5'-10" 5'-8" 6'-2" 6'-1" 6'-1" 5'-10" 1 SEE N , ' — -o— I I — -__O O —0 0 - O o - e O-—s o - w _ S1.1 SHEET 1------.. -d- / -D1 B1 2,.� -in? x F / F F F' F ] F 2 — F F F I FI I N N I I Si B1 1 4"� I I I I I I 4„� Aink a O — - n - - - p " 7-4.,„ 1 2$ NO PILE (N ORK) LI F F F Alik x / 4„0 l 5-- 4"� S2.0 bi ?"0 F F 2"O F - - - - - 71 [ F 2"0 F F TYP. F 2"�b X WEST TIMBER WHARF —10 S1 CONCRETE ` KEY PLAN II0 __% B1 I I I I I I _ I f I PILE CAP I - _ - - I I I , 11 1 O Q o D1 O I I �4„0I / 4"0// 3'-3" 2"0 F — F F 2„0 - - - F F ] [ F 2 F F F2 0 d d' 1 LOOSE PILE. REPLACE DAMAGED OR 3 1/2" TO " r csli x MISSING U-BOLTS AND HARDWARE ASPHALT NOTE: - I N ' AS REQUIRED- B1- - - - - - - O -- D1 V V - � I ) �TOPPING - - - 1. SEE PILE REPAIR SCHEDULE O 1 �I, ,[ — I Q p DETAIL 3/S2.0. (, LL „ 2. BATHYMETRY SURVEYED B DAVID EVANS AND ASSOCIATES. / / S1 4,� I I 4 0I 3. REPAIR SCHEDULE BASED ON i of x 2F0 F F F ] [ F 2 F F F2 F N CONDITION ASSESSMENT REPORT RECOMMENDATIONS BY Ln - NJ- - NI CONSULTING ENGINEERS, INC. DATED Bl OCTOBER 10, 2018. O - I Ip _ O a - O - o 0 0 - LL - a Q / 1 / 4"O I I 4"OI OI x l il 2F0- -F F 2"0F F ] I F 2"O F F F 2"0 F NJ NJ - S1 - ANIMAL B1 SHELTER III I ' Q-D1 p - - - - 0 -�_ i - Q 0 - C - - F O=4„� � F Q LEGEND / / 2"0 4 0 E 2"0 F - 2,>� F F F 2 0 F r ----•-:J- F - -F F F F ] [ r I I REMAINING PILE CAPACITY b x - Si I x ,b(1 N 4"0 4"0 NI 0 100% CAPACITY F F F F 75% MAX CAPACITY 61 - Q - p_ - p - 0 0 0- 0 - 0 0- -0 0 - 0 a (�- _ p p 0 50% MAX CAPACITY (6) I D1 I @ 25% MAX CAPACITY -5 o ' i \ F \ \ 0 LOOSE PILE MISSING PILE/ Si ,, I - - -' - - 3'-7" SO STUB PILE REPAIR cr, 0 ) — - - — - - - - = O - - O - C _ 14" TIMBER PILE L__ CAP a I I I I I I I I I I I I I B1 I I 4"0 I I I I SEAWALL I I TYPICAL DOCK FRAMING j l o — 2 0 Si = 6 x 14 STRINGERS N o Si I IP 24" ON CENTER ;C:0) I I B1 = 14 x 14 PILE CAP BEAM B1 - - - - — — - = O 0 =- _ PILE CAP REPAIRS, / D1 = 4 x 12 FLAT DECKING d D1 SEE DETAIL 4/S2.1 / WITH ASPHALT TOPPING I I I I I I I I I I I I I ' / I 2 I I \I I I I 4„� PER PLAN F Si \ — F = 4"0 SPRINKLER PIPE ca, B1 I omii / 17I I f F A , _ — — — — — — — — a _ ---0J — — ICE=_ n --\ — 4 I I 6'-6" 6'-0" I 6'-0" -I - S2.0 19'-6" (ASPHALT) 24'-11 1/2" P LAN 0 65'-3 1/2" 44'-5 1/2" 0 2 4 6 8 16 FT. ASPHALT o. 0o NO. DATE BY REVISION DRAWN: GRD PROJECT NO.: 194028 o �\�4tiA«BF ®4 A� CURTIS WHARF CORROSION REPAIRS AND DESIGN: vN SCALE: N/A °' 1736 Fourth Avenue S.,Suite A hOQ�y�P,� etitins `''$-, CATHODIC PROTECTION SYSTEM � FA El L Seattle,Washington 98134 � g _ r� PORT OF ANACORTES - PROJECT# MTR-27 CHECKED: TWg DATE: MAR. 2020 o P:206.624.1387 n SHEET NO. O cn ENGINEERS, INC. «ww.pndengineers.com °TF �F 3T2 ,ctC,> ..�-' WEST TIMBER WHARF N C ss�orvat ,NV"' Itag V"" PILE AND FRAMING PLAN St■1 �o _______ ____________ _ ___,.--------/ ® e ® 24 N 0 ELECTRICAL -� 44) )_ -2 TRANSFORMER AND 'o- 19 a SWITCH GEAR 0 FENDER o: �p PILE `f' I I SEE SHEET 4 6 A () 9 10 4111) (II) 14 el 16GI 18 s1.2 O © © 41111 0 -2D---� 2"0 _- / F . O 4„0 • 2"4 O F 4"�b I 2„O 1 111 F 2„O I 11111 u -I— — I I — I I — I -L I — I I — I I — I 0 - - _o_ -cam- / 1�, 0 4"0 2/7;15 N EAST TIMBER WHARF 1 6cr31_,:i_. ��5� 0 2"� F F L_ 2' ' ` KEY PLAN 0 i t- I I I I I fi I ,P.P1111...7- -1I °„ O I —1 F- I NOTE: 4 1. SEE PILE REPAIR SCHEDULE O 4 F F F DETAIL 3/S2.0. -20 4"0 2"O 12 x 12 0 2. BATHYMETRY SURVEYED BY 0 2 F F 2 F BULL RAILS, I DAVID EVANS AND ASSOCIATES / -1 TYP 3. REPAIR SCHEDULE BASED ON O CONDITION ASSESSMENT f _ //— — _ — I I REPORT RECOMMENDATIONS BY --- 1 _ _ _ _ _ _ _ HARBOR CONSULTING C _ — — _ _� — -1- _ — - - _ _ O _ _O — �— — S — ENGINEERS, INC. DATED 1I1 1 I 4„0 I I I I 4„0 I I I I I OCTOBER 10, 2018. O F [ 2„O F F 2„0 ] C F 2"0 F F 2"0 o 0 0 3V TO 4" O `` ASPHALT TOPPING LEGEND • R — -20 — O 1 — 4t— --CY. — _ — — — — r = O— REMAINING PILE CAPACITY I I I I I „ 0 cco o 0 100% CAPACITY e C F F 2 F F 2„0 ] [ F 2' F F 2 Q 75% MAX CAPACITY 50% MAX CAPACITY T 1 „, —�� + — O— — O I ELECTRICAL 25% MAX CAPACITY K4-0 _. 0 4"� F F I I 4' I I I CONDUIT RACK I 0% CAPACITY/ MISSING IPILE/ LOOSE PILE - / 2„� 2„� (4) - 4"0 TEEL (ABOVE 15 2 �__ (2) 2"O TEEL (ABOVE I SO STUB PILE REPAIR 0 [ F F 2"+� F V I F F F I [ F F (1) - "o TEEL (ABOVE ,� (3) - 4"� VC (BELOW) [ ] 14" TIMBER PILE `D — — (2) - 2"O TEEL (BELOW CAP _ —_ • I I , TYPICAL DOCK FRAMING 0 2'-0' %�` / 4"� Si = 6 x 14 STRINGERS 2„� Z77-1 I I 4� I I „ I I I I I I I I I I I I I Q 24" ON CENTER col ✓/Kr -- � 2 F 2 0 F F ] [ 2 0 F F 2 o B1 = 14 x 14 PILE CAP BEAM o �r F F rn j/� I D1 = 4 x 12 FLAT DECKING i / / WITH ASPHALT TOPPING CT, - - - - - - - - - - - PER PLAN I I o, F— = 4"0 SPRINKLER PIPE 0 % �jI 1♦ /,. I I I I I I I I I F I FI - I F I 4s'—�„ I I F I I °' CDCLj r 4';' F F F F ] [ L. T' T T. +, — —I I I I— I I r— r— I— `I 11- I— MATCHL SEE S1.3 1 cs PLAN 2 0 O 0 2 4 6 8 16 FT. L7 C Q 4- O O d co NO. DATE BY REVISION CURTIS WHARF CORROSION REPAIRS AND DRAWN: GRD PROJECT NO.: 194028 o �0�IAfv1 eA' 9] DESIGN: VN SCALE: N/A °' 1736 Fourth Avenue S.,Suite A o0 ,o Yu,SH,,,�Qs-� CI �� CATHODIC P ROT E CT I O N SYST E Mi © © D 0 PORT OF ANACORTES - PROJECT# MTR-27 CHECKED: TWB DATE: MAR. 2020 rn Seattle Washington 98134 `� SHEET N0. a P:206.624.1387 ; EAST TIMBER WHARF 1 9 39312 00 0, ENGINEERS, INC. �vwu.pndengineers.com 0�FS, F°1sleae 6\ � PILE AND FRAMING PLAN S7 ■2 N3 S'ONA'L �� �o 4'-1" 6'-4" 6'-0" 6'-3" 6'-2" 6'-1" 6'-0" 6'-2" 6'-4" 5'-8" 6'-3" 6'-1" 6'-0" 6'-1" 5'-10" 6'-4" 5'-10" 6'-2" 6'-0" 6'-2" 6'-0" 6'-0" 5'-0" 1 1 1 1 I' 1- 1 1 I 1- I I 1� 1 1- 1 1- l 1- -1 1 C9D1—_ 41- ---h 1)-----IE -1F----C --(Y--- --4 -- s -- 4------ 5T —+---- + I 4"0 4"O 1 I 17 FI 2"0 I F I I [ F I F I 2"0 I F I F I 1 [ I HF ' F 2"0 I F I I M TCHL NE SE S1.2 0 D-- -10 4„0 F 4"0 I F I FI 2"0 I F I I F I 2"0 I F I F I 1 C I I F I 2" I I F I F I 2 I F I I NOTE: 1. PILE REPAIR SCHEDULE 6' DETAIL 3/S2.0. 2. BATHYMETRY SURVEYED BY DAVID EVANS AND ASSOCIATES — ;; - - - — ;; - _ - - _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ __ _ _ _ _,� 3. REPAIR SCHEDULE BASED ON _ — — — - — - - - — CONDITION ASSESSMENT REPORT RECOMMENDATIONS BY 4,0 4 I I HARBOR CONSULTING co ENGINEERS, INC. DATED [ I F I FI 2"0 I F 1 r I F I 2 I F I F 1 C I I F I 2 p1 I F F I 2'�I F I I IDOCTOBER 10, 2018. A 0:.) D__ Bl- -131— IC)--E Al — — — — — 4: — — — — — 8E — — — —o_ 'Jr-- .1 -----t--- 3Y" TO4" 4"s� 4"� ASPHALT 2"0 F F 2„0 F TOPPING C F 2„0 F I F 2,O F o [ I F I FI I I I I I I I I I I I I I I I I I LEGEND OUTFALL �_ t ___________t_ t_t__ _ _ ________ _ t �� t REMAINING PILE CAPACITY 0 100% CAPACITY 4"� 4"� CAPACITY 411 P t t 2 0 2"0 F 2" F I F 2 F I 0 50% MAX CAPACITY [ F F F F GROUND EL V. VARIES. F F ] [ r i I I I I I I CONTRACTOR TO I I I I I I I I I I I I I e 25% MAX CAPACITY �% VERIFY ELEVATIONS I I_ _ _ _ _ _ _ _ _ _ _ 0 0% CAPACITY/ © l!/��C: 11 — — — BEFORE ORbE — — — — — _ — — = I— 4r — — 11 — — —_ _ — — ll) MISSING PILE/ �/�� ��; — — — LOOSE PILE ?dr, � 4"p� ©O STUB PILE REPAIR /IIi F 2"�' F [ I F 2�j� C ] CAP TIMBER PILE r • •�r I I I I I I I I I I I I I OUTFALL I �� I I I I k..,„ % ; ` — - - - - - TYPICAL DOCK FRAMING jai Arii4,r# ii 'Areiei. — — ;; — — - - - - - - 11 - - �� - - - - - - - - 1' - - =O $/- , 18"0 HOPE SiS1 6 x 14 STRINGERS CIENTER /•% % �' „ I I 4 0 @ 24" /1 �j / 4 FISH PROCESSING'/// % / UTFALL " 14 x �' %• � /� / ������._/ 2„� 2„� F PLAT 0 F I 2,> I I F 2 F I B1 = BEAM 14 PILE CAP •• �j�/ � / �� F ] [ I I / D1 = 4 x 12 FLAT DECKING si 71 $ im r % / / I I I I I I I I I S2.0 I I / WITH ASPHALT TOPPING �...•i�� i��ii....i i� A — — — — — — — — — — — ,� — — — — — —I_ ;/ —_ ,/ — — '/ —— " 1% — —� I 4"� PER PLAN 0�11 © e�%ii /'-/ i'f'a �,ii `%��//iii ii.-•��ii �: — _ o —0 — — — — — — — — — — ' — — 5 _ _ -Th S2.0 — F = 4"O SPRINKLER PIPE cs, �ii % / �, I 2 - 8 0 1/1 / / ► PVC IPE I TYP. rn • /// / /� I. jr — —:,--1, ///i7 J/ z.eiA. .F/ /// ' // ///////.%/z,-- ".///////A. F F F ] [ F F F i F F F MA CH LI NE SE, S 1.4 miii� %iii ��iiAl iii.�ii I I I 1 i 1 i 6 SEE3 SHEET ---i.--t- & ---4— O / � 1 ______ -- _ O -- ) -----abi _ _O 16-- HI I i ii) i/} /i� i. �a # iii�iii///i/i. 1 I —S1 — Ii I I I I I I I I ` i i ix OQ4O6Q8C 9 10 • ® 0 14 ® 16 • 18 19 20 ® ® 41) 24 0 MI ill. o PLAN 0 2 4 6 8 16 FT. N EAST TIMBER WHARF 2 . KEY PLAN 0 0 o NO. DATE BY REVISION CURTIS WHARF CORROSION REPAIRS AND DRAWN: GRD PROJECT NO.: 194028 0 o ��UArv1 B DESIGN: VN SCALE: N/A cn 1736 Fourth Avenue S.,Suite.4 °� a� s ,,Fs (oiL " �� CATHODIC PROTECTION SYSTEM i D t PORT OF ANACORTES - PROJECT# MTR-27 ,�o°y�P` �'.- � CHECKED: TWB DATE: MAR. 2020 5 rn ri 121 Seattle,Washington 98134 SHEET N0. cv P:206.624.1387 1� EAST TIMBER WHARF 2o ENGINEERS, INC. �tnv�c.pndengineers.com �" <, e`o r s,e0.-°& N S' Ss/oNAI- '- .'i,)". PILE AND FRAMING PLAN SI ■3 �o r70 I 18"0 HDPE I VI FISH PROCESSING PLANT {,� (2) - 8"0 I I I I I I I I I I I I I I OUTFALLI DRAIN I IIi PVC PIPES I I I I © Sb— F 2„0 _ — — — — — — — — — --— R — I— — {IS = O — — — — — 0— — —� 1 11 I�I 7111 =�I F 1 2„0 MATFHLINE SEE S1.3 — C F F F F F ] [ F F F F I — —,6 0 — d0-_ =.,L,_=_- , - ce II — _ - 1 �v1LO - -SJ--_-- -- -- - 0-- - - - 4"0 I I 4"0 i� [ F F 2"0 F = F F F ] C F I I F 2"0F F i� I LOOSE PILE. DRAW BACK INTO I I I m AlkI PLUMB POSITION, SHIM AND I 1 1 — CONNECT WITH SIDE PLATES SEE _ _ _ S2.0 _� — — Hfi — _I—OD DETAIL 5/S2.1JO �— O4 © — I I 1 ---: © ASPHALT 4" S2.0 I 1 I TOPPING TYP. IIII 2"0 F2 F F ] FiL_Fjr: LL S2.00 I_ — — e � — KA� I I I I I I I I I I SUMP RACIK ON 1 2"0 1 I I I I WHARF __ [ F F 2 0 F F F F ] C F F F 11 I. ' I I I 4"0I —1 — — I— I o � 1 — I — - "► 1 I I I I I L I I I I I I I I I I II 1 I I I I r.," „ 1 2„0 I I 14 x 14 0 F F 2 0l____ F : øF _ F ] [— —J I F IPMBEILE CP 8"0 TYP — — FIF I F { F r : eff, •F 0 49 Zy IB: ______+ _ ___ _ ___ _ _ _ _ _ _ T 8"01 I 18'� _ C ,,5/J,,, I 8FIF I r I FI IF F I I FI IFI 17,11„ F III7 2"0F ] [ F F 20 1/ o o b o o s r I I I SEAWALL B 0 'ZI:grit d'Iir 10.0-r S-..-•Ao Ari" Aw -ti // 14 x 14 • i / i,- / //,�/ter._ 14' I I I I F I F I 2",� En F F ] [ cn BULL RAIL, / ir jI II 1-aTYP /AP,"/77/14 / r I II 1 ui A .►� T�, // 1��m uY , .!�JI/vt / v %,R �� —L O — O �— N 4 6 8 9 1041) IED 13 14 / 411) 1649 18 19 20 0 0 ® 24 III 0 0 0 i) 1 110'-6" TO THE GUEMES CHANNEL 28'-3 L , I 3 LEGEND SEAFOOD PROCESSING BLDG o SEE SHEET REMAINING PILE CAPACITY TYPICAL DOCK FRAMING i�, a S1.4 a E 14" TIMBER PILE NOTE: N CAP 0 100% CAPACITY S1 = 6 x 14 STRINGERS i 24" ON CENTER 1. SEE PILE REPAIR SCHEDULE 75% MAX CAPACITY DETAIL 3/S2.0. �i ® B1 = 14 x 14 PILE CAP 2. BATHYMETRY SURVEYED BY o ® 50% MAX CAPACITY BEAM DAVID EVANS AND ASSOCIATES cn 3. REPAIR SCHEDULE BASED ON ENT o 0 25% MAX CAPACITY D1 = 4 x 12 FLAT DECKING CONDITION COMMEASSES DATI WITH ASPHALT TOPPING REPORT RECOMMENDATIONS BY Q Q 0% CAPACITY/ MISSING PILE/ PER PLAN HARBOR CONSULTING PLAN EAST TIMBER WHARF 3 LOOSE PILE 4"0 ENGINEERS, INC. DATED 0 2 4 6 8 16 FT. O KEY PLANOCTOBER 10, 2018. ` ` F— = 4"0 SPRINKLER PIPE b 1 SO STUB PILE REPAIR 0o NO. DATE BY REVISION DRAWN: GRD PROJECT NO.: 194028 o ���iA��eF ® A - CURTIS WHARF CORROSION REPAIRS AND DESIGN: VN SCALE: N/A •cr¢' 1736 Fourth Avenue S.,Suite A 0.,e,,o,„Asi,,,`4 -g- A. CATHODIC PROTECTION SYSTEM 5 GI El 5 ' CHECKED: TWB DATE: MAR. 2020 rn Seattle,Washington 98134 PORT OF ANACORTES - PROJECT#MTR-27 �, P:206.624.1387 ,, w — EAST TIMBER WHARF 3 SHEET NO. ENGINEERS, INC. �tntnc.pndengineers.com •pF 39312 F,o 7p O C(`s Ci57F0. c\ �y PILE AND FRAMING PLAN S7 ■4 • 3 „o TIMBER SHIM AS REQUIRED FOR BEARING 1 1/2" TOP PIPE 4111W 1 1/2" TYP. UPPER TYP. = EXISTING CURTIS WHARF TIMBER PILE REPAIR __ _ _ __ EXISTING — -- SCHEDULE TIMBER CAP SUPPORT RING TIMBER CAP `_ -�_ ` 1111.1.11.ftWill -_ ` SHEET # PILE # PILE LOCATION REQUIRED REPAIR - _ - _ -� _ � �__ -- S1.1 1 A & 17 NON-BEARING PILE CAP ~ � S1.1 2 H & 1 LOOSE PILE ' S1.1 3 J & 16 STUB PILE REPAIR 3/4"t x 16" SPACER RING alLs____DP SQ. PLATE \\jSQ. PLATE v 3 g�/ 3/8�/I/ S1.3 4 H & 16 STUB PILE REPAIR /3/4 0 x 5" LAG LAG r SCREW, CENTER ON SCREW, TYP. w u' S1.3 5 I & 22 STUB PILE REPAIR w 1 TIMBER CAP, TYP. 10"0 XS O3 N SPACER TO 1 4 \1-4 ,, ` I 1„ Q S1.3 6 J & 24 STUB PILE REPAIR 7 TOP PIPE > TOP PIPE 1 4 V1-4 g of c HP10x57 S1.3 7 L & 18 STUB PILE REPAIR „ S1.3 8 L & 23 STUB PILE REPAIR 3 4t x 140 UPPER 3/4"t UPPER SEE DETAIL B SPACER RING / SUPPORT PLATE p 3/8 V S1.4 9 A Sc 1 STUB PILE REPAIR SUPPORT RING fLim.....k.,_...iiii. f i S1.4 10 C & 8 STUB PILE REPAIR ' PIPE PILE NO S1.4 11 E & 7 STUB PILE REPAIR 3/8 V S1.4 12 E & 8 STUB PILE REPAIR 1 lr, 1 S1.4 13 E & 19 STUB PILE REPAIR 12"0 XS DETAIL A S1.4 14 F & 1 LOOSE PILE O PIPE PILE I F•00 S1.4 15 G & 10 STUB PILE REPAIR TOP PIPE 00SI.4 16 G & 11 STUB PILE REPAIR 1 S1.4 17 G & 17 STUB PILE REPAIR MHHW 8.20' v MHHW 8.20' 0 S1.4 18 G & 19 STUB PILE REPAIR 1/2"tx2" WIDE BENT BAR �I SEE DETAIL A O ��� SPACER RING (SNUG 3 PILE REPAIR SCHEDULE //: FIT TOTOP PIPE) I OIL 3 g -- UPPER , SUPPORT O RING MLLW 0.00' _ CONSTRUCTION NOTES: 0 ft.B MLLW 0.00' 12"0 XS 1. INSPECTION OF UNDER WATER WORK SHALL BE PERFORMED VIA DIVER 000 " ® PIPE PILE AND LIVE AUDIO-VIDEO COMMUNICATION BY SPECIAL INSPECTION AGENCY, • — el / �'3 8 O �� 2. PROTECTIONROFFEXPOSSEDD. WOOD. INSTALL ALUMINUM SHEETING SEALED EXISTING MUDLINE EXISTING MUDLINE / EXCAVATE AS REQ'D O 3 4"t x 20"0 LOWER WITH MASTIC UPON FINAL CUTTING AND SHAPING. 3 4't x 20"0 LOWER PIPE PILE 2 / EXCAVATE AS REQ'D SUPPORT PLATE 3 83. UNDER WATER EXCAVATION. REMOVE AND DISPOSE OF EXCAVATED SUPPORT PLATE-\ 7 3/8 V 2'±. BACK FILL WITH / V 2'±. BACK FILL WITH \ APPROVED MATERIALS UPLAND AS REQUIRED BY PERMIT DOCUMENTS. FISH MIX -� Oj AGENCY APPROVED 4. SHORELINE LATERAL DRIFT. MUD LINE ELEVAl10NS MAY VARY DURING THE oo INSTALL UPPER SUPPORT RING I I FISH MIX COURSE OF CONSTRUCTION DUE TO HYDRO-DYNAMIC FORCES. 3/8 V I 5 WELD UPPER SUPPORT RING TO TOP PIPE 3/8 V I I CONTRACTOR SHALL EXPECT SEDIMENT MOVEMENTS. / / \/ / / / O �,\�i�� \� �� � � �� `, ������ 5. CONTRACTOR SHALL PREPARE AND SUBMIT AN UNDERWATER WORK PLAN � ' / / / / // // / �/\/\� /\/\/\//\/\ \ \ \\j\j\ I /\ /\/`\�\\ \��\/� ���� � / / 1 1 / �//� , /////./� TO INCLUDE ANTICIPATED HAZARDS EXPOSURE AND WORKING CONDITIONS O LOWER TOP PIPE TO BEAR ON PIPE PILE \�\/� I I //\\� Q�� FOR REVIEW AND APPROVAL. i\� /\ �, O7 REMOVE JACK I 6. GROUND ELEVATION VARIES, CONTRACTOR SHALL VERIFY PRIOR TO `"' ORDERING STEEL PIPE. 0 WELD UPPER SUPPORT RING TO PIPE PILE 16"0 STEEL PIPE 1 16"0 STEEL PIPE f I I t CAP STUB I 1 DETAIL B( 1 V I i _ EXISTING TIMBER l _ EXISTING TIMBER PILE PILE STUB STUB o, 2" WIDE x 3/4"t PLATE ! a RING, (2) PCS. d cn 0 CUT OFF TIMBER PILE BELOW BORER DAMAGE, 0 CUT OFF TIMBER PILE BELOW BORER DAMAGE, o 11) ±6" OF MUDLINE, TYP. CUT FOR ±6" OF MUDLINE, TYP. d- TIGHT FIT °' O2 ERECT STEEL PILE REPAIR ASSEMBLY 2 ERECT STEEL PILE REPAIR ASSEMBLY j TO TOP PIPE c' 0 JACK EXISTING TIMBER CAP UPWARD UNTIL TIMBER PILE 0 JACK EXISTING TIMBER CAP UPWARD UNTIL TIMBER PILE o CAP IS DEFLECTED TO LEVEL AND FIELD FIT HP ASSEMBLY CAP IS DEFLECTED TO LEVEL AND FIELD FIT HP ASSEMBLY 0 a a i `i ELEVATION UPPER SUPPORT RING ELEVATION 0 2 STEEL STUB PILE REPAIR STEEL STUB PILE REPAIR 0 OPTION A -_ OPTION B Q \ -- 0 0 a i 0o NO. DATE BY REVISION CURTIS WHARF CORROSION REPAIRS AND DRAWN: GRD PROJECT NO.: 194028 a \\\,ofv sH 6 A CATHODIC PROTECTION SYSTEM DESIGN: VN SCALE: N/A D 1736 Fourth Avenue S.,Suite A y�P PORT OF ANACORTES - PROJECT# MTR-27 CHECKED: TWB DATE: MAR. 2020 rn © © Seattle,\Ylashington 98134 a SHEET NO. o a kr cr. N P:206.624.1387 �, � 3,2 a DE TAILS o N ENGINEERS, INC. www.pndengineers.com T ,. f S T 2 t �� �c ass/ONA1. ��� 4gQ, i,.P ' S2.0 r� 3 �v <4'o B EXISTING EXISTING ASPHALT DECK ASPHALT DECK EXISTING EXISTING TIMBER DECK 3/4"0 THRU-BOLT © 3' O.C. TIMBER DECK MAX. ALONG LENGTH AND EXISTING STRINGER AT PILE LOCATIONS, TYP. EXISTING STRINGER TOP OF TOP OF DECK \l \//vim\/ DECK -----\\\.\---=--::- -I::------<:-. \f/ V \ ' a . . ° EXISTING ' \,/ \TIMBER I l \ /\\ aPILECAP ° ' _ - _ �= _ i5 EXISTING 1'-G" O O O oTIMBER — _ { I n j -----\ / tc° PILE CAP THRU-BOLT _II - __ c rl1-1:: __ - -- --- - NEW STEEL NEW STEEL C12x3D EXISING CONCRETE �� CHANNEL CAP d 4" MIN. f I CHANNEL BEARING, G BULKHEAD WALL TYP> j 12" MAX. ___ I- FIELD CUT TO LENGTH v V 0 I NEW STEEL CHANNEL REQ'D, EACH SIDE i BEARING, EACH SIDE I ONEW C12x30 STEEL G1 NEW TIMBER CHANNEL CAP �i �' NEW TIMBER SHIM BLOCK d - LENGTH PER PLAN SHIM BLOCK - y LAG SCREW, LAG SCREW, TYP. TYP. EXISTING CAP PLATE ASSEMBLY EXISTING CAP PLATE TIMBER PILE AT ALL BERING TIMBER PILE ASSEMBLY [�K: - , TIMBER PILES B ELEVATION SECTION B-B 4 PILE CAP REPAIR S1.:y GRID (E) 4" ASPHALT TOPPING 1HO" / (E) TIMBER SHIM / DECKING i r AS REQ'D. CAP PLATE 1/2"t KEEPER STD. LONG SLOTTED TIMBER SHIM AS REQ'D. 1 PLATE, TYP HOLE IN BOTH I KEEPER PLATES Clir. �' I I �C KEEPER PLATES cr, I \___. E STRINGERS // \1 ��riMIZtil " --- -- ( ) l I I 1/2"t CAP li PER PLAN o t— _ = I 1 = = PLATE I� N R %e"X3"X1'-11" EA SIDE OF PILE \ coN A co A GALVANIZED W/ I I /�/ II 1�4 C TYP.� cn ::;?: \ T_DIPPED -1" DIA GALV THRU BOLTS f \ mil i 1 1/2" - 1 (E) PILE CAP • V �� o) J Q N / BEAM PER PLAN 1 1/2"� S } AV °- °- PRESERVATIVE TREATED o ,' �'c� SHIM AS REQUIRED 4 1/2" 1 1/2"w t_-": , (E) TIMBER PILE y / 3 4"� BOLT WITH STD. i --C _ PER PLAN 3 1/2 CLR. TIMBER PILE WASHER AND NUT AS SHOWN. DRAW BACK (E) LOOSE PILE TYR SHOWN DASHED PROVIDE MALLEABLE IRON SECTION A-A INTO PLUMB POSITION (SHOWN FOR REFERENCE DAP SP N AN WABE HEG,ATYPIMBER PILE SECTION C-C SECTION DASHED) PLAN o 5 LOOSE PILE REPAIR _ ( 6 )CAP PLATE ASSEMBLY -- 1.1 L 0o NO. DATE BY REVISION CURTIS WHARF CORROSION REPAIRS AND DRAWN: GRP PROJECT NO.: 194028 CD ,00.,AMeF 1 % CATHODIC PROTECTION SYSTEM DESIGN: VN SCALE: N/A rn 1736 Fourth Avenue S.,Suite A �oQO�tP49:- +""H `s� �' 4 '0ei ,� CHECKED: TWB DATE: MAR. 2020 gr , PORT OF ANACORTES - PROJECT# MTR-27rn © © Seattle,Washington 98134 I SHEET NO. oN cr P:206.624.1387 DETAILS o ENGINEERS, INC. �vcv�v.pndengineers.com 0--,,, ea,39312s , ,,- �'�, ie N . s �G a % �72■1I �oNA_ \o roc) SYMBOL LEGEND ABBREVIATIONS PLAN SYMBOLS ELEMENTARY WIRING DIAGRAM SYMBOLS ONE LINE SYMBOLS A AMPERE (AMP) FVNR FULL VOLTAGE NON REVERSING LV LOW VOLTAGE PT POTENTIAL TRANSFORMER AC ALTERNATING CURRENT FVR FULL VOLTAGE REVERSING M MAGNETIC CONTACTOR PVC POLYVINYL CHLORIDE CONDUIT AF BREAKER FRAME SIZE (IN AMPS) FY FLOW COMPUTATION mA MILLIAMPERES PVC-RGS PVC COATED RGS C— CONDUIT DOWN • CONNECTION POINT nEj GFCI DUPLEX OUTLET -L- Al ANALOG INPUT G GROUND CONDUCTOR MCC MOTOR CONTROL CENTER RGS RIGID GALVANIZED STEEL CONDUIT CAPACITOR GEC GROUNDING ELECTRODE CONDUCTOR MCM THOUSAND CIRCULAR MILLS RVSS REDUCED-VOLTAGE SOFT START �� AIC AMPERES-INTERRUPTING CAPACITY 0 CONDUIT UP 0 TERMINAL POINT AL ALUMINUM GFCI GROUND FAULT CIRCUIT INTERRUPTER MCP MOTOR CIRCUIT PROTECTOR RTU REMOTE TELEMETRY UNIT -GI Q- DUPLEX OUTLET REACTOR/CHOKE AM AMMETER GND GROUND MOV METAL OXIDE VARISTOR s SECOND y� CONDUIT STUB UP/END CAP 0 SCREW TERMINAL AO ANALOG OUTPUT H HORN MS MOTOR STARTER SHD SHIELDED -I I I F FUSE AT BREAKER TRIP (SETTING IN AMPS) HA HAND-AUTO MSDS MOTOR SAFETY DISCONNECT SWITCH SPD SURGE PROTECTION DEVICE I II DISCONNECT SWITCH I] MOUNTED ON OUTER DOOR ^ M CIRCUIT BREAKER, ATS AUTOMATIC TRANSFER SWITCH HIM HUMAN INTERFACE MODULE MTS MANUAL TRANSFER SWITCH SS STAINLESS STEEL MAGNETIC ONLY HMI HUMAN MACHINE INTERFACE MTU MASTER TELEMETRY UNIT SUSE SUITABLE FOR USE AS A SERVICE n FUSED DISCONNECT SWITCH o❑ MOUNTED ON INNER DOOR �# FUSED SWITCH W/ LED AWG AMERICAN WIRE GAUGE HOA HAND-OFF-AUTO mV MILLIVOLT ENTRANCE L,, ' - T/M CIRCUIT BREAKER, BATT BATTERY A LOCKABLE DEVICE HOR HAND-OFF-REMOTE MW MEGAWATT TB TERMINAL BLOCK COMMUNICATION OUTLET THERMAL-MAGNETIC BKR BREAKER HP HORSEPOWER N NEUTRAL CONDUCTOR TDAD TIME DELAY AFTER DE-ENERGIZATION • CONNECTION POINT CP CONTROL PANEL o JCXXX JUNCTION BOX, CONTROL NEC NATIONAL ELECTRICAL CODE TDAE TIME DELAY AFTER ENERGIZATION NC CONTACT ff- N.D. TOGGLE SPST SWITCH CPT CONTROL POWER TRANSFORMER A TELEPHONE OUTLET -- CST CONTROL STATION JPXXX JUNCTION BOX, POWER NEMA NATIONAL ELECTRIC MANUFACTURERS TQS TORQUE SWITCH NC CONTACTOR I CT CURRENT TRANSFORMER JCXXX JUNCTION BOX, SIGNAL ASSOC. TSP TWISTED SHIELDED PAIR a-o N.C. TOGGLE SPST SWITCH CONTACTOR kA KILOAMPERES NESC NATIONAL ELECTRICAL SAFETY CODE TST TWISTED SHIELDED TRIAD � SPECIAL OUTLET -I CU COPPER T kAIC KILOAMPERES-INTERRUPTING CAPACITY NFPA NATIONAL FIRE PROTECTION AGENCY T/M THERMAL MAGNETIC NO CONTACT o- DC DIRECT CURRENT KCM THOUSAND CIRCULAR MILLS OCPD NATIONAL PROTECTION DEVICE UPS THERMUNINTERRUPT1BLE POWER SUPPLY SIMPLEX RECEPTACLE N.O. TEMPERATURE SWITCH DI DISCRETE INPUT -� NO CONTACTOR i CURRENT TRANSFORMER DIST DISTRIBUTION kV KILOVOLT OE OVERHEAD ELECTRIC V VOLT kVA KILOVOLT-AMPERE OIU OPERATOR INTERFACE UNIT VA VOLT-AMPERE SOLID STATE CONTACTOR N.C. TEMPERATURE SWITCH DO DISCRETEA OUTPUT DUPLEX RECEPTACLE �I IF FUSE kVAh KILOVOLT-AMPERE HOUR OL OVERLOAD,A THERMAL VFDA VARIABLE FREQUENCY DRIVE DTWV DISCHARGE-TO-WASTE VALVE � EIDM EXTENDED I/O MODULE kVAR KILOVAR (REACTIVE KILOVOLT-AMPERE) OLR OVER POLE RELAY W R VOLTAGE WO T GE MONITORING RELAY -r DUPLEX RECEPTACLE (HIDDEN) la ALTERNATING RELAY -ono- N.O. PRESSURE SWITCH KVARh KILOVAR-HOUR PF POWER FACTOR WAN WIDE AREA NETWORK �- FUSIBLE DISCONNECT ETC ELAPSED TIME/COUNTER METER kW KILOWATT Er QUAD RECEPTACLE N.C. PRESSURE SWITCH ETM ELAPSED TIME METER kWh KILOWATT-HOUR PH PHASE Wh WATT-HOUR CONTROL RELAY ° ENCLXISENCLOSURE LA LIGHTNING ARRESTOR PLC PROGRAMMABLE LOGIC CONTROL WP WEATHER PROOF ¢ EXIST EXISTING LAN LOCAL AREA NETWORK PMR PHASE MONITOR RELAY XFMR POWER TRANSFORMER �� QUAD RECEPTACLE (HIDDEN) O o- N.O. LIMIT SWITCHF AAI ANALOG AMMETER FOR FEEDER LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT PMU POWER MONITOR UNIT CONTACTOR �, 0 FLOOR MOUNTED RECEPTACLE FLA FULL LOAD AMPS LINE POWER UNE/POWER BLOCK POT POTENTIOMETER O BP "BYPASS" CONTACTOR -ono- N.C. LIMIT SWITCH ��r FU FUSE THERMAL OVERLOAD RELAY OR �� LED LIGHT POLES 0o- N.O. FLOW SWITCH "ISOLATION" CONTACTOR SINGLE DUAL IC GROUND EQUIPMENT/CHASSIS SOLID STATE CONTACT RELAY N.C. FLOW SWITCH #12 AWG GROUND CONDUCTOR SS S/ —#12 AWG NEUTRAL CONDUCTOR COMOTOR RELAY o- N.O. FLOAT SWITCH /N SOLID NEUTRAL SHEET LIST - #12 AWG BRANCH CONDUCTOR TIME DELAY RELAY (TDAE) -0-6-0- N.C. FLOAT SWITCH (IL Tip TRANSFORMER Sheet Sheet Description CROSSMARKS INDICATE QUANTITY AND USE OF ELECTRICAL SYMBOLS, ABBREVIATIONS, GENERAL NOTES, SHEET LIST, TAG LIST, ONE UTILITY SERVICE BY PSE CONDUCTORS TIME DELAY RELAY (TOAD) 0- N.O. DIFFERENTIAL PRESSURE SWITCH E_1 LINE DIAGRAM, AND CABLE AND CONDUIT SCHEDULE IZ Yx LIGHT SWITCH, X = .` -o--o- N.C. DIFFERENTIAL PRESSURE SWITCH GENERAL SYMBOLS E-2 SITE AND BUILDING ELECTRICAL PLANS —1 UTILITY TRANSFORMER 3 = 3-WAY K = KEY --It- LIGHT EMITTING DIODE -0 o- N.O. PUSHBUTTON 750kVA 4 = 4-WAY M = MOTION (-XXX-X=X-) CONDUIT E-3 PANELBOARD SCHEDULE _N_ -� OR --It--DIODE rilli -0 I o- N.C. PUSHBUTTON E-4 ELECTRICAL DETAILS r SEAL OFF ©� tMWtit:EW i TAG LABEL LIGHT FIXTURE -0 0- N.O. MUSHROOM PUSHBUTTON 17 kAIC X = REFERENCE LIGHTING GFCI GFCI PANELBOARD CIRCUIT DEVICE TAG LIST © MOTOR X = HORSE POWER SCHEDULE IF APPLICABLE -0 I r)-- N.C. MUSHROOM PUSHBUTTON • "PUSH TO TEST" LED PILOT LIGHT AREA ID TAG TAG ID# TAG DESCRIPTION VINTAGE © XX= CV CHECK VALVE L�-0 © o- TDAE, N.O., TIME DELAY CLOSE, 01 CST 01 CONTROL STATION NEW 7 B0�11 FE FLOW ELEMENT A = AMBER R = RED INSTANTANEOUS RE-OPEN DEMOLITION (DEMO) METER AND METIER I SWITCHBOARD Fl FLOW INDICATOR B = BLUE W = WHITE 01 PB 01 PANELBOARD "A", 480/277 3PH, 4W + GND EXISTING BASE 1 , , FIT FLOW INDICATOR/TRANSMITTER G = GREENo- TDAE, N.C., TIME DELAY OPEN, //A INTRINSICALLY SAFE AREA #ZD3497220 kWH FS FLOW SWITCH OFF ON INSTANTANEOUS RE-CLOSE FT FLOW TRANSMITTER 01 REC 01 RECTIFIER NO. 1 NEW I L__ \ 1200 Al \\ ) 1200 AT o- TOAD, N.O., INSTANTANEOUS CLOSE, TIME CLEARANCE AREA 1 T M 120 kAICT HD HEAT DETECTOR xo OFF ON 01 REC 02 RECTIFIER NO. 2 NEW / IS INFLUENT SAMPLER �/ DELAY RE-OPEN _ ISW INTRUSION SWITCH OR a o- SELECTOR SWITCHES 01 TB 01 ELECTRODE TEST BOX NEW o- -o I ox TOAD, N.C., INSTANTANEOUS OPEN, TIME J JUNCTION BOXY DELAY RE-CLOSE L LIMIT SWITCH -0 o-ox LINETYPES LE LEVEL ELEMENT LI LEVEL INDICATOR oFF OFF - GROUND EQUIPMENT/CHASSIS EXPOSED CONDUIT I i LIT LEVEL INDICATOR/TRANSMITTER HAND AUTO HAND AUTO \/ \./ HAND-OFF-AUTO I ---- (BURIED) I y LS LEVEL SWITCH/FLOAT o o- 0 o- � / GROUND, ISOLATED - UNDERGROUND BURIED CONDUIT -- I LT LEVEL TRANSDUCER xoo xoo SWITCHES V �N_ _____ MDT MOTION DETECTOR -0 I o OR - I _ _ GROUNDING ELECTRODE MFM MAGNETIC FLOW METER 1-oxo I -AMM RESISTOR CONDUCTORS MOV MOTOR OPERATOR VALVE __ __ -0 o- -° o- EMBEDDED CONDUIT POWER CABLE AND CONDUIT SCHEDULE PC PHOTO CELL oox oox -JWV POTENTIOMETER - — - 01 PR 01 PE PRESSURE ELEMENT (WALLS, CONCRETE, ETC.) NUMBER SOURCE DESTINATION SIZE CONDUCTORS 1 n � I PANELBOARD "A" PI PRESSURE INDICATOR �p o- -0 6, PIT PRESSUREM INDICATOR ON RESET �r SOLENOID VALVE COIL NOTE: UNLESS NOTED OTHERWISE. [01 PB 01], PANELBOARD "A", 2X #12 AWG XHHW-2; 1X #12 AWG i--� TRANSMITTER P0101 [0101], / I a PS PRESSURE SWITCH REC RECTIFIER NO. 1 3 4" -0 xoo 480/277 3PH, 4W + GNDXHHW-2 G o-- -O METAL OXIDE VARISTOR (MOV) NIF I PT PRESSURE TRANSMITTER I NOTE: ' o�� o ON-OFF-RESET SWITCH SDLu SMOKE DETECTOR I THIS IS A GENERAL LEDGER SHEET. ALL P0102 [01 PB 01], PANELBOARD "A", [D1 REC 02], RECTIFIER N0. 2 3/4" 2X #12 AWG XHHW-2; 1 X 12 AWG --— ofo SV SOLENOID VALVE TRANSFORMER WINDING/ SYMBOLS MAY NOT APPLY. 480/277 3PH, 4W + GND XHHW-2 G o T THERMOSTAT -° oox REACTOR/CHOKE NOTES: rn P0103A [01 REC 01], RECTIFIER NO. 1 ANODE BACKBONE 1-1/4" 2X #2 HMWPE INSULATION j 1. FOR REFERENCE ONLY, NEW LOADS SHALL BE ADDED �, TO PANELBOARD A . EXISTING FEEDERS SHALL NOT c P0103B [01 REC 01], RECTIFIER NO. 1 NEGATIVE HEADER 1-1/4" 2X #2 HMWPE INSULATION BE MODIFIED. o GENERAL ELECTRICAL NOTES: OUTDOOR INSTALLATIONS: 2. PEAK DEMAND FROM DEC 2018 - NOV 2019 WAS 138 P0104A [01 REC 02], RECTIFIER NO. 2 ANODE BACKBONE 1-1/4" 2X #2 HMWPE INSULATION kW IN JAN 2019. (208 A AT 0.8 P.F.) o- SITE AND BUILDING PLANS: 1. ALL MOUNTING HARDWARE SHALL BE 316L STAINLESS STEEL 1. CONDUIT ROUTING IS SHOWN FOR CLARITY. ACTUAL ROUTING MAY BE MORE DIRECT AND IS LEFT 2. ALL EXPOSED PORTIONS OF CONDUITS SHALL BE PVC-COATED RGS UNLESS SPECIFICALLY NOTED P0104B [01 REC 02], RECTIFIER NO. 2 NEGATIVE HEADER 1-1/4" 2X #2 HMWPE INSULATION -T TO THE CONTRACTOR FOLLOWING SPECIFICATIONS 16130. NON-ELECTRICAL BURIED PIPING HAS OTHERWISE. • ONE LINE DIAGRAM LI ROUTING PRIORITY OVER ELECTRICAL BURIALS.c 3. ALL CONNECTIONS INTO ENCLOSURES SHALL BE WATERTIGHT USING MYER-TYPE HUBS. P0105 [01 REC 01], RECTIFIER NO. 1 [01 TB 01], ELECTRODE TEST BOX 1" 2X #1D HMWPE INSULATION ELECTRICAL POWER SOURCE O 2. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO PROTECT EXISTING UTILITIES. CONNECTIONS SHALL BE MADE INTO THE BOTTOM OF THE PANELS WHERE REASONABLE. a i P0106 [01 REC 02], RECTIFIER NO. 2 [01 TB 01], ELECTRODE TEST BOX 1" 2X #10 HMWPE INSULATION 0 U 0 C Q O O 0 co � NO. DATE BY REVISION DRAWN: PROJECT NO.: CV ��a :PQ �� Ate,, CURTIS WHARF CORROSION REPAIRS AND DESIGN: SCALE: N/A cy, .`� oT A,ye,. CATHODIC PROTECTION SYSTEM CHECKED: DATE: MAR. 2020 A, 6:t 't aQ ` PORT OF ANACORTES - PROJECT# MTR-27 SHEET N0. 5 ay \ Y OSb Or le, �LlCi. .r a� •Pr 4ary, §4 ELECTRICAL SYMBOLS, ABBREVIATIONS, GENERAL moo, CONSULTING ENGINEERS �'rfONAL V, .. OWil NOTES, SHEET LIST, TAG LIST, AND ONE LINE DIAGRAM E-1 3 1130 RAINIER AVE SOUg. TH SUITE 300 o SEATTLE., WASHINGTON 98144 • (206) 284-0860 v ANODE HEADER CABLE TO POSITIVE / / 1 • _ _}' MR CABLE SPLICE ENCAPSULATION -'' s�i�+3- ig7j: 1 _'' 1 , , y•aa �s i -a #3 AWG ANODE HEADER CABLE, TYP OF EACH ANODE I I- ' ' + 7 I�f IJ , _ THERMITE WELD NEG HEADER �I teS�.�■��� r TO STRUCTURE CONNECTION �j --�--.---- �m���r��--� � ' mim=n11 .=ii. mim_� ANODE, TYP OF 30 / I ( a E s�s __________\, 11110 9 6 . 01 PB 01 I 1����_= I —p —{per---- t ---- -� ►��a l ����� II IlMiMI .. i I 9 ■■ .yes:- ,, 0 0/ 6 / • / i—REe—e 1-1 NI , 6 ak / .. .. . -..-,, ____ , ,------------ mi. - 1// .. .. .. , . ....,,,, iiii.:. //� 01 TB01 =:j 0 _f" 0 / �� #2 AWG NEG HEADER . IIMINII '' CABLE TO WHARF j I i I I I j #2 AWG POS HEADER • �— I I I I / CABLE TO ANODES MOININI C) a ooJI S -- ..... NOTE: o 6 t)I \ i— r!r'� F 1. CONDUITS NOT SHOWN HERE. REFERENCE CABLE AND CONDUIT SCHEDULE ON E-1. q. 0-A ELEVATION NOT TO SCALE 0 o a ' Q 3 1 co N O O1 (i) rn c o SITE ELECTRICAL PLAN NOT TO SCALE 0 0 a> cc a U I c 0 in a> I- 0 0 0 c Q w O i O d co ��----_� NO. DATE BY REVISION CURTIS WHARF CORROSION REPAIRS AND DRAWN: PROJECT NO.: OF' �Q CATHODIC PROTECTION SYSTEM DESIGN: SCALE: N/A CHECKED: DATE: MAR. 2020 o) t . '�^�� ; *°s PORT OF ANACORTES - PROJECT#MTR-27 SHEET NO. �. tii--* Ca Gray Osborne, y. R (NJdam,! 4Sy1t �, , SITE AND BUILDING ELECTRICAL PLANS o 0) CONSULTING ENGINEERS os °f sr1.3 6~ N 3 1130 RAINIER AVE SOUTH SUITE 300 S/ORAL Aga, 1 2 v SEATTLE, WASHINGTON 98144 • (206) 284-0860 PANELBOARD [01 PB 01] SCHEDULE CKT. PHASE A PHASE B PHASE C LOAD BKR BUS BKR LOAD PHASE A PHASEB PHASEC DIRECTORY DIRECTORY CKT. NO. VA q VA A VA A TYPE AMPS AMPS TYPE VA A VA A VA A NO. 1 COVERED SPACE - - Z --- A --- Z - - COVERED SPACE 2 3 COVERED SPACE - - Z ----- B --- Z - - COVERED SPACE 4 5 COVERED SPACE - - Z --- C --- Z - - COVERED SPACE 6 7 COVERED SPACE - - Z --- A --- Z - - COVERED SPACE 8 9 COVERED SPACE - - Z --- B --- Z - - COVERED SPACE 10 11 COVERED SPACE - - Z --- C ---- Z - - COVERED SPACE 12 13 COVERED SPACE - - Z --- A --- Z - - COVERED SPACE 14 15 COVERED SPACE - - Z --- B --- Z - - COVERED SPACE 16 17 COVERED SPACE - - Z --- C 2/20 Z 750 3.1 [01 REC 01], RECTIFIER NO. 1 18 19 UNLABELLED - OFF POSITION - - Z 3/l00 A I Z 750 3.1 [01 REC 01], RECTIFIER NO. 1 20 21 UNLABELLED - OFF POSITION - - Z I B 2/20 Z 750 3.1 [01 REC 02], RECTIFIER NO. 2 22 23 UNLABELLED - OFF POSITION - - Z I C I Z 750 3.1 [01 REC 02], RECTIFIER NO. 2 24 25 480/208/120 POWER STATION (OFF) - - Z 3/20 A 3/175 Z - - RED BOX 26 27 480/208/120 POWER STATION (OFF) - - Z I B I Z - - RED BOX 28 29 480/2.08/120 POWER STATION (OFF) - - Z I C I Z - - RED BOX 30 • 31 UNLABELLED - OFF POSITION - - Z 3/20 A 3/40 7 - - UNLABELLED - OFF POSITION 32 33 UNLABELLED - OFF POSITION - - Z I B I Z - - UNLABELLED - OFF POSITION 34 35 UNLABELLED - OFF POSITION - - Z I C I Z - - UNLABELLED - OFF POSITION 36 SUM OF PHASE LOADS 0 0.0 0 0.0 0 0.0 750 3.1 750 3.1 1,500 6.3 SUM OF PHASE LOADS [01 PB 01] ELECTRICAL AND CONSTRUCTION SPECIFICATIONS: CONFIGURATION: 480/277 VAC, 3 PH, 60 Hz POWER BUS: 1200 A, COPPER MAIN BREAKER: MAIN LUGS ONLY (NO MAIN BREAKER) 3 DISTRIBUTION BREAKERS: BOLT-IN, 22 kAIC, MINIMUM -a o GROUND BONDING: GROUND AND NEUTRAL SEPARATED Cl CoI ENCLOSURE: NEMA 4 CV NUMBER OF CIRCUITS: 36 v- rn UNCOMMITTED CIRCUITS: BLANK COVERS a, POWER DERIVED FROM: [01 SWBD 01], SWITCHBOARD c 2 0 o NOTES: n. cff 1. THE CONTRACTOR SHALL PROVIDE AN UPDATED, TYPED PANELBOARD SCHEDULE FOR ALL LOAD ASSIGNMENTS. v 2. CIRCUIT BREAKERS FOR RECTIFIERS SHALL BE NEW AND PROVIDED BY THE CONTRACTOR. NEW BREAKERS SHALL BE RATED FOR 22 kAIC AT 480VAC MIN. I c O cf.) LEGEND: a) o GFCI DENOTES GFCI PANELBOARD CIRCUIT BREAKER. U a c 0 O 0 co NO. DATE BY REVISION CURTIS WHARF CORROSION REPAIRS AND DRAWN: PROJECT NO.: CV =" g-NAB J DESIGN: SCALE: N/A cy) }. �`"os i+-.A,Ye", 4 CATHODIC PROTECTION SYSTEM 0 ';��;" � � ��` A CHECKED: DATE: MAR. 2020 S. Q Os Inc. a� I & PORT OF ANACORTES - PROJECT# MTR-27 ea S. ray S s crne, I �� 44. �� PANELBOARD SCHEDULE SHEET NO. ,.a, CONSULTING ENGINEERS Act, of T A,ps>>ti �ffi 1i"� E-3 csi 1130 RAINIER AVE SOUTH SUITE 300 o SEATTLE, WASHINGTON 98144 • (206) 284-0860 rO O 2" MIN. L = 6'-0" MAX. 6" I� (SEE NOTE 2) MIN. GRIND OPEN CORNERS TO 0.5" RADIUS T- ____ MOUNTING SURFACE r ALUMINUM RISER/BACKPLANE BACKPLATE, r, ADD L3x3x1/4 STIFF TOP 1/4" ALUMINUM PLATE (SEE NOTE 3 & BOT © 4'-O" MAX WHEN H PLATE & L NYLON OR TEFLON x \ EXCEEDS 4'-0" FLAT WASHER ADD L3x3x1/4 STIFF TOP NYLON OR TEFLON II NYLON OR TEFLON & BOT ® 4' O" MAX SHOULDER WASHER ��di SHOULDER WASHER o WHEN H PLATE & L aI EXCEEDS 4'-0" 0A AN T N D1■ •�rl 1 II PROVIDE 2" CLE R CE BE WEE rnw THE EDGES OF ELECTRICAL `tIJ, �l'I SHOULDER Q ENCLOSURES AND THE EDGES OF U4a BACKPLATE w + WASHER, X Q 316 L STAINLESS ST L plp, 3-D VIEW < _ IlL MOUNTING HARDWARE ELECTRICAL -- Iii ENCLOSURE01) __ __� L3X3 STIFFENER @Li __ 4-0" MAX STAINLESS STEEL ENCLOSURE BASE R. 5/8"x7"x9" W/ 4-5/8"0 316L S.S. co co 11 u) THRD RODS ® 4 1/2" D.C. I- NOTE: D 0• yo...° & 6 1/2" GA. cc 1. PROVIDE TEFLON OR NYLON SHOULDER WASHERS BETWEEN STAINLESS STEEL x I- x (5" MIN. EMBED) MOUNTING HARDWARE AND STRUCTURES/ENCLOSURES. SEPARATE STAINLESS u r o z STEEL ENCLOSURES FROM ALUMINUM RISERS OR BACKPLANES WITH A FLAT wTEFLON OR NYLON WASHER AS SHOWN. c ¢ I I > 3/16 CONCRETE PAD I I INI SHOULDER WASHER MOUNTING DETAIL ' r NOT TO SCALE • a- - d 4 . 4 1/2" 6 1/2" MULTIPLE POST MULTIPLE POST FRONT VIEW SIDE VIEW NOTES: 1. MOUNT ELECTRICAL ENCLOSURES TO BACKPLATE MOUNTING SURFACE USING 1/2" 316L STAINLESS STEEL BOLTS. INSULATE BOLTS FROM MOUNTING SURFACE AND fl ELECTRICAL ENCLOSURES USING SHOULDER AND FLAT WASHERS. IMIP r 2. WIDTH AND HEIGHT OF THE BACKPLATE AND THE SPACING BETWEEN SUPPORT POSTS ARE DEPENDENT ON THE SPECIFIC APPLICATION. SPACING OF SUPPORT POSTS SHALL NOT EXCEED 6'-0". FOR WIDER BACKPLATES, PROVIDE ADDITIONAL EQUALLY SPACED SUPPORT POSTS. 3. ALUMINUM PLATES SHALL COMPLY WITH ASTM B209, ALLOY 5052. ALUMINUM BARS AND RODS SHALL COMPLY WITH ASTM B221, ALLOY 6061-6. 4. BOLTS SHALL COMPLY WITH ASTM F593C OR F593D STAINLESS STEEL. THREADED RODS SHALL COMPLY WITH ASTM A193 GRADE BBM, TYPE 316. rn 1 FREE-STANDING BACKPLATE MOUNTING DETAIL a TYP NOT TO SCALE Z.-.D do NJ a CS) rn C 2 0 a a m cc 0 v I c O a) O U O C 15 O b d 1 co NO. DATE BY REVISION CURTIS WHARF CORROSION REPAIRS AND DRAWN: PROJECT NO.: cr) cp et r �4 ® CATHODIC PROTECTION SYSTEM DESIGN: SCALE: N/A a �,' '+ 4 ; a � � aa acriTa PORT OF ANACORTES - PROJECT# MTR-27 CHECKED: DATE: MAR. 2020 �, Gray Osborne, Inc-C_ X` SHEET NO. a CONSULTING ENGINEERS °',, 4, 4S111 �G, - CABLE AND CONDUIT SCHEDULE AND ELECTRICAL 01. N 3 1130 RAINIER AVE SOUTH SUITE 300 Sr0NAL kg. 10 A" DETAILS E-4 o SEATTLE. WASHINGTON 98144 • (206) 284-0860 M ILI AI THERMITE WELD BONDING JUMPER® /� TYP EACH FENDER / i AEI NRTH UV / ANODE HEADER CABLE TO POSITIVE HEADER CABLE SPLICE ENCAPSULATION CURTIS WHARF FENDER CONCRETE DECK I-BEAM HEADER CABLE #2 AWG POS HEADER THERMITE WELD NEGATIVE PILE CAP TO RECTIFIER, TYP CABLE TO ANODES CONNECTION, TWO LOCATIONS EL. +16.35' r-4-1--— -4 EL. -, +13' m ANODE HEADER CABLE #8 AWG ANODE LEAD �" I TO RECTIFIER WIRE, TYP OF EACH ANODE 0 0 0 I / / j 400. mu on -� ANODE LOCATION, 0 - --- -- - ----b- - 0 % 4 Z /// j EL. + 8.2' MHHW I �\ TYP Of 29 r CONCRETE DECK AND STEEL 0.-- 0 / 0 0 0 I ;��^\�• RECTIFIER 1 / 8 / / PILING AREA on m / / / / (I} . {9 9 ,! RECTIFIER 2 - - // a - / EL. +0' MLLW 316 SS REF CELL 0 I 0 I -O-- 0 JUNCTION BOX ANODE HEADER I b I b I® b I ASPHALT AND TIMBER DECK & CABLE TO PIPEC PILE\ I I I I TIMBER PILING AREA \ 0 0 0 0 C 2-FT DIA. STEEL PIPE CURTIS / PILE, TYP OF 162 ElI I® WHARF i // ASPHALT AND TIMBER DECK & CI) j Eh4 __ Ti- '1 --- SEAFLOOR SLOPE TIMBER PILING AREA I I REFERENCE ELECTRODE, ® i -1 VARIES EXISTING MUDLIINE, 7 - -25' Q LEAD WIRE TO J-BOX, TYP , , I d -- IMPRESSED CURRENT a, _ 1 ANODE - 4-IN DIA. X 7-FT I - LG, INSTALL ON SEAFLOOR, --�-_- NOTES: TYPICAL OF 29 1. TOTAL WHARF 24-INCH DIAMETER SUPPORT PIPE PILES = 162 , F"•,!'^ 2. TOTAL FENDER PIPES = 28 (7 FENDERS WITH 4 PILES EACH, DIAMETER'S VARY) A\ ODE I \ STALLATION A\ D COATING LIMITS (2 GENERAL LAYOUT OF CATHODIC POTEC IQN� NOTES: EQU I P M E\ T CP1 I 1. PROVIDE PILE CONTAINMENT AS OUTLINED IN THE PERMIT DOCUMENTS AND SPECIFICATIONS PRIOR TO STARTING CLEANING OPERATIONS. 2. PILES ARE TO BE FRESH WATER WASHED AND FREE OF CHLORIDES © PRIOR TO COATING APPLICATION. MO ANODE HEADER CABLE SUPPORT POSITIVE HEADER SPLICE TO POSITIVE HEADER CABLE CABLE USING I-BEAM CAP 3. APPLY SPECIFIED COATING DURING LOW TIDE PERIOD SO AS TO MEET COATING LIMIT REQUIREMENTS. CONCRETE _ __ I-BEAM DECK PILE CAP 7N— #10 AWG REF DUAL JACKETED #8 AWG ANODE LEAD WIRE TO JELECTBOX ODE LEAD AllEk 2-FT DIA. STEEL PIPE T #8AWGItgr ANODE PILE, TYP OF 162 1 FT 4-IN PVC CAP HEADER CABLE \ I II al o al 0 O ROD ANODE CABLE CONNECTION -II • O O 4 a_ O 24-INCH STEEL IMPRESSED O 4-IN SCH. 40 PVC PIPE, PERFORATED WITH col CURRENT ANODE 4 FT 0 PIPE PILE 01/2-IN DIAMETER HOLES EF o O O ELECTRODE 2-IN PVC HOUSING rn O��\ 1-IN DIAMETER x 4-FT LONG MIXED METAL Ag Ag/CI j OXIDE TUBULAR ANODE REF ELECTRODE PERFORATIONS IN PVC PIPE, rn _ 0 0 CAP ON BOTTOM c I 'r a._ 2FT bl, o `� CONCRETE BALLAST o , II . . � 1-FT 0 a 4-IN PVC CAP 0 U C O IVPESSED CURE\ T 4 REFER-\ CE ELECTRODE5 Q) o ANODE INSTALLATIO\ 3 ANODE ASSEM3LY I\ STALLATIO\ U v C Q O L o_ co NO. DATE BY REVISION CURTIS WHARF CORROSION REPAIRS AND DRAWN: PROJECT NO.: 194028 o nLtrlv f' DESIGN: SCALE: N A �fNnw,, �% 41! CATHODIC PROTECTION SYSTEM `4 Ac, 0,�` CHECKED: DATE: MAR. 2020 1:',.' 93 Er& PORT OF ANACORTES - PROJECT# MTR-27 o NORTHWEST CORROSION ENGINEERING SHEET NO. CVM 4.., /0 0 1 3 087 ma CATHODIC PROTECTION �\C S,94-NALCt'v C P-I�� P.O. BOX 905 vBURUNGTON, WASHINGTON 98233 • (360) 391-1041 r7 o ,I1 r -,4;'Pi' ]r ' THERMITE WELD, TYP #2 AWG BOND CABLE • ' t REF CELL JUNCTION BOX, COPPER CRIMP �( k 14" x 10" x 8" CONNECTOR 1 � #8 ANODE LEAD WIRE i. 4 EPDXY ,� I io 1/4" PHENOLIC PANEL— , INSULATING SPLICE KIT t: ,R Ni. MIN -----________ '• #2 ANODE HEADER CABLE ��;k #10 REFERENCE ELECTRODE LEAD ±. N 1 cam-, S PARE, TYP 0-1L REF CELL TAGS, TYP J COAT CONNECTION WITH N3 '-° ga--, S3 CARBOLINE A-788 SPLASHZONE EPDXY PUTTY COVER ALL EXPOSED COPPER WITH 2 HALF-LAPPED `� N4 cis S4 LAYERS OF RUBBER SPLICING TAPE AND TWO IL•�•� EXOTHERMIC WELD HALF-LAPPED LAYERS OF VINYL ELECTRICAL TAPE 1-' � N5 (-� ' S5 SEAL WITH PLASTIC 1 �. 2-IN HUB (TYP) FOR TAPE, TYP lc ' STRUCTURE CONNECTION--------- LEAD WIRES ,s • # G of : C 4 AWG NECNEG HEADER CABLE � NOTES: L. 1. JUNCTION BOX TO BE CONSTRUCTED OF 316 STAINLESS STEEL SPLICEDETAIL 3 PIPE PILE 2. BOX TOHOUSE10 EACH #10 AWG REFERENCE ELECTRODE LEAD WIRES \ - / JUvPE 30\3 �� . EFE�E\ CE C=EE JU \ CTION 30X 12 0, CV 1 0_ (..., I C N O 0, Cl) 0* 0 L_ 0 a a) cc t] U I C 0 Cl) a) 0 O U 0 C Q O 0 O d I co NO. DATE BY REVISION CURTIS WHARF CORROSION REPAIRS AND DRAWN: PROJECT NO.: 194028 cp 03 4 'ALA '' ©1 `� e' DESIGN: SCALE: N/A ��,�af"" ''+��'^� �4 a_� CATHODIC PROTECTION SYSTEM"z :;4 j'- ',� PORT OF ANACORTES - PROJECT# MTR-27 CHECKED: DATE: MAR. 2020 o NORTHWEST CORROSION ENGINEERING �' SHEET N0. A CATHODIC PROTECTION '2, rit5ll, �: �.0 S P.O. BOX 905 s.1nnA« t.4ba. C P-2 0 BURUNGTON, WASHINGTON 98233 . (360) 391-1041 tO O