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HomeMy WebLinkAbout832 Boathaven Dr - BuildingPREPARED 4/27/09 8 33 43 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/27/09 ADDRESS 832 BOATHAVEN DR SUBDIV TENANT NBR PORT OF PORT ANGELES CONTRACTOR PHONE OWNER PORT ANGELES MARINE DOCK PHONE PARCEL 06 30 00 0 7 9825 5002 APPL NUMBER 07 00000752 DEMOLITION PERMIT DEMO 00 DEMOLITION REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 01 4/27/09 BLDG FINAL April 23 2009 10 41 08 AM 1pangrle JESSE 417 3452 BLDG FINAL DEMO APPROX 20 WOOD FLOATS EAST END OF THE BOAT HAVEN COMMENTS AND NOTES PREPARED 4/27/09 8 33 43 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/27/09 ADDRESS 832 BOATHAVEN DR SUBDIV TENANT NBR PORT OF PORT ANGELES CONTRACTOR PHONE OWNER PORT ANGELES MARINE DOCK PHONE PARCEL 06 30 00 0 7 9825 5002 APPL NUMBER 07 00000180 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 01 4/27/09 PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLDG FINAL April 23 2009 10 37 43 AM 1pangrle JESSE 417 3452 BLDG FINAL REPLACEMENT OF FLOATS GANGWAYS PL99 01 4/27/09 JL PprMBING FINAL April 23 2009 10 38 32 AM 1pangrle JESSE 417 3452 PLUMBING FINAL WATER LINE ON REPLACEMENT FLOATS GANGWAYS COMMENTS AND NOTES CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 07 00000752 Date 6/25/07 Application pin number 816640 Property Address 832 BOATHAVEN DR ASSESSOR PARCEL NUMBER 06 30 00 0 7 9825 5002 Tenant nbr name PORT OF PORT ANGELES Application type description DEMOLITION Subdivision Name Property Use Property Zoning INDUSTRIAL HEAVY Application valuation. 10000 Owner Contractor PORT ANGELES MARINE DOCK 832 BOATHAVEN DR PORT ANGELES WA 983622101 OWNER Structure Information 000 000 DEMO APPROX 20 WOOD FLOATS Permit DEMOLITION Additional desc APPROX 20 WOOD FLTS Permit pin number 105577 Permit Fee 50 00 Plan Check Fee 00 Issue Date 6/25/07 Valuation 0 Expiration Date 12/22/07 Qty Unit Charge Per Fee summary Charged BASE FEE T \Policies \1102_15 building permit inspection record05 wpd 1/4/2005] Paid Credited Due Permit Fee Total 50 00 50 00 00 00 Plan Check Total 00 00 00 00 Grand Total 50 00 50 00 00 00 Extension 50 00 0 N Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned fora period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Ili laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of constructio 6A74— s Signa ure o o tractor or Authorized Agent Date Signature of Owner (if owner is builder) Date SI,.. S FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE SLUGS.) PLUMBING UNDERFLOOR /SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING I JOISTS GIRDERS CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417-473S FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL 4N3' WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT II\' A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL ROUGH -IN HEAT PUMP /FURNACE /DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY ELECTRICAL LIGHT DEPT I FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417-4815 I T \Policies \I 102 15 building permit inspection record05 wpd [1/4/2005) BUILDING PERMIT INSPECTION RECORD DATE ACCEPTED YES NO FINAL FINAL MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #1's SEPA. PARKING /LIGHTING ESA. LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4807 PW /ENGINEERING I FIRE DEPT PLANNING DEPT BUILDING COMMENTS DATE ACCEPTED BY. DATE ACCEPTED BY. DATE ACCEPTED I YES I NO I I I I I 1 a1�(� I r L1i I June 25 2007 Port of Port Angeles P 0 Box 1350 Port Angeles, WA 98362 OAT ANGELES W A S H I N G T O N U S A Public Works Utilities Department RE Port Angeles Landfill Transfer Waste Disposal Application, WDA 07 -27, Float demolition at 832 Marine Drive We have received your application for disposal ofbuilding demolition debris from the referenced site and reviewed the testing results. Based on the testing results the debris appears to be acceptable for disposal at the transfer station. A copy of your approved application is attached. This approved application must be shown to the transfer station scale attendant at the time of disposal. Please be advised that this disposal application is only for the materials and quantities listed in the application. Matenals not listed or in excess of the quantities noted may require separate applications and approval. Please call if you have questions. Sincerely, %2?itcc.� Stephen Sperr P.E. City Engineer GWK:tf Encl. WDA 07 -27 Copy Claudia Stromski N:\PWKS\ENGINEER \WDAPPLIC 07 -27 File: Landfill Solid Waste Disposal Applications Phone 360- 417 -4805 Fax 360- 417 -4542 Website www cityofpa.us Email publicworks @cityofpa.us 321 East Fifth Street P 0 Box 1150 Port Angeles WA 98362 -0217 WPA -D 1 -17 Fill out COMPLETELY and in INK. Yom• application and site plan MIST BE COMPLETE to he accepted for review if you have and questions, call PERMITS (360) 417 -4815 FAX(360)417-4 Applicant or Agent: RT Owner• r3 f G Address P(n, 7,re x Architect /Engineer Contractor TYPE OF WORK. Residential New Constr Re -roof Stove Multi family Addition Move Garage Commercial Remodel *Demolition Deck Repair Sign Other BRIEF DESCRIPTION OF THE PROJECT to PLANNING USE ONLY T\Policies\BL 1102_13 wpd Applicant: BUILDING PERMIT APPLICATION C itv State License Address City: Zip PROJECT ADDRESS 'ate, ZONING LEGAL DESCRIPTION Lot: Block. Subdivision. CLALLAM COUNTY PARCEL NUMBER. 77�. (9 C5 7 fg.2 amid E 4--1 e r1 s 1 —el/if Tn r t nom• s cia, 1 COMMERCIAL/RESIDENTIAL. Occupancy Group No of Stories. Lot Size Existing Sq Ft. Total lot coverage °6 ESA!Wetland(s) Y es No SEPA Checklist required° Y es No Other Phone C�12p (I Phone q l7 /1- S Zip CIA Phone Exp Phone SIZE/VALUATION SF 'SF SF (a! 'SF SF to 'SF TOTAL ALUATION lA Dc� �xt S r i c�ad na s 4T1 sp cG Sf ,F) d Ian 16ea 1 ,f91-7 rnittCEcl /ti 414 n t p61 ers In L. 1- 1 6 l Qt Ft'1 Occupant Load. Construction Type R. Proposed Sq Ft. TOTAL Sq Ft. FOR OFFICIAL USE ONL1 Date Rec. —2 Permit d- 7 —15 z Date Approved Late issued APPROS ALS. PLAN BLDG DPWU FIRE OTHER. v ALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE IF a plan check fee due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the tune of permit issuance EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Building /Residential Code, 2003) No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required not the City's, and that I must obtain such permits prior to work, 6i.- iiOLJa.stQ/ fl '}D ate l ?S /O �OF pORT 44,o 'Litz Pts( ANo To City of Port Angeles City Engineer 321 E Fifth Street P O Box 1150 Port Angeles Washington 98362 NOTE. All questions must be answered for waste to be approved. 1 Generator Information Company Name Mailing Address: PORT ANGELES LANDFILL WASTE DISPOSAL APPLICATION Phone (360) 417 -4803 FAX. (360) 417 -4709 lei ne: Ro Contact: //e==.,a Phone Project Name /DAL ,in it 1 Project Location 2. Other Contacts (if applicable). Consulting Firm. nor/4 A H a Contact: kS"lQ /n h 90,7_51 /4 z Phone 1 7'// R`c Contractor Name 5 t=f�.i z._c(t)h Contact: /J7C1I I I Phone �1 «'M' -73v.2 Laboratory Contact. Phone City of Port Angeles Landfill Waste Disposal Application Page 1 3 Source of Waste Check the appropriate box below and briefly describe the project, process and /or cleanup that will or has produced the waste requiring disposal Include the gasoline service station number (if applicable) CERCLA/MTCA Remediation Agency Contact. Independent Remedial Action UST Removal Unused Chemical Product Spill x' Other Source 4.TF9E 4 -d 49 23/7 1-- 4 Waste Material Composition (check all that apply and include percent of total) Soil Foundry Slag Concrete /Asphalt Dredge Sediments Preserved Wood Debris Coal Ash Other (list) Wood Ash 9r-0 x,c-Z Agar NOTE. Total must equal 100% 5 Waste Material Contaminants (check all that apply) Gasoline Metals Solvents Heating Oil Unused Motor Oil Used Motor Oil /Waste Oil Other Other Petroleum Product Unknown NOTE. Supply any MSDS information with application if available Diesel PCBs OA O k City of Port Angeles Landfill Waste Disposal Application Page 2 4 6 Estimated Quantity of Waste for Disposal Cubic yards Tons (estimate both) Drums Tons (estimate both) m ---f 4f)61(7/ /Q -0 0n42_7`5ci .O NOTE. Estimated quantity for disposal must be within 20% of the quantity actually disposed (10% for projects over 7 500 tons or 5 000 cubic yards 7 Frequency of Disposal V One time 8 Waste Sampling: Proper characterization of the waste for disposal requires the collection of representative samples. The methods and equipment necessary for obtaining representative samples of a waste, and the frequency of sampling will vary with the type and form of the waste Check the appropriate box and briefly describe how and where the waste was sampled Include site maps with sampling locations if possible Number of COMPOSITE samples number of discrete samples per composite Number of DISCRETE samples NOTE 1 Unless prior approval has been granted by Port Angeles frequency will be used 0 -25 25 100 101 500 501 1000 1001 2000 >2000 cubic yards cubic yards cubic yards cubic yards cubic yards cubic yards Monthly NOTE 2: One composite sample shall contain a minimum of three /maximum of five discrete samples. City of Port Angeles Landfill Waste Disposal Application Annual Other the following sampling 1 composite sample 3 composite samples 5 composite samples 7 composite samples 10 composite samples 10 plus one sample for each additional 500 cubic yards Page 3 9 Waste Analysis The Dangerous Waste Regulations (WAC 173 -303) shall be utilized to determine the appropriate analytical requirements for waste characterization Ecology Publication #91 30 (Revised April 1994) 'Guidance for Remediation of Petroleum Contaminated Soils shall also be used to characterize petroleum contaminated soils from UST releases Submit all laboratory analytical results QA/QC data and Chain of Custody sheets along with this application (NOTE. The laboratory must be accredited by the Washington State Department of Ecology a) List all analytical test methods used b) Provide a narrative as to why the above analytical methods were selected NOTE. Additional sheets attached 10 Soil Classification *FOR PETROLEUM CONTAMINATED SOILS ONLY Based on the analytical data and Ecology Publication #91 -30 the soil classification is (check one) Class 1 Class 2 Calculated Hazard Index 11 Dangerous Waste Affidavit: YES NO Class 3 Class 4 Based on a review of the analytical test results site history and the applicable regulations this waste is classified as (check one) Neither Dangerous Waste (DW) nor Extremely Hazardous Waste (EHW) Dangerous Waste (DW) and Waste Code Extremely Hazardous Waste (EHW) and Waste Code City of Port Angeles Landfill Waste Disposal Application Page 4 6 ti. 12 Certification We THE UNDERSIGNED certify that this application is true to the best of our knowledge All information provided is correct and the enclosed analytical results represent the proposed waste material to the best of our abilities ,f it Waste Generator Signature y 1. /Q/E Printed Name /q/(:)7 /a/6)4 Company Z 9 c 1 9 Date N:IPOLICY P11000 SW11009 01 WPD otos, Approva l; ›W City of Port Angeles Landfill Waste Disposal Application Page 5 11 wiv- -dUU r b1 20P FROM Date: 6/22/07 lob Location. 801 Marine Dr Port Angeles, WA 98362 Owner: Contact: Subject: Demolition Inspector: Northwest Asbestos Consultants 406 Reed St. Port Townsend, WA 98368 360 385 -0584 northwestasbestos consultants @cablespeed. corn Port of Port Angeles P.O Box 1350 Port Angeles, WA 98362 Susan Bauer P.O Box 1350 Port Angeles, WA 98362 Bob Witheridge AHERA Building inspector Management Planner WAMOA 0042- 10270601 Expires 10/27/07 TO 13604523959 F E usv CUU r Oi r✓Uh' FROM Scope of work 1) Good faith inspection for asbestos containing building materials (ACBM) 2) Survey sample and record suspect materials. 3) Report to Susan Bauer with results of testing by Northern Industrial Hygiene, Inc Inspection Report The inspection started with a visual survey looking for Asbestos Containing Building Material (ACBM) Sample results are as follows Sample_#1. Dock D -H, white foam. Sample #2. Dock F -E, white foam. Sample #3. Dock D -C, white foam. Sample #4. Deck coating. Homogeneous to docks. Sample was sent to lab See results. TO 13604523959 F J,iN ee duo 01 20P FROM To Northern Industrial Hygiene, Inc Date: 6/19/07 lob Location. Owner; Contact: ample #1. Dock G -H, white foam. Sample #2. Dock F -E, white foam. Sample #3. Dock I)-C, white foam. Sample #4. Deck coating. Homogeneous to docks. Inspector: Please call with test results when completed. See attachment. Thank you, 306 kludi-vwfre Bob Witheridge, EFM ASBESTOS BULK SAMPLE DATA Northwest Asbestos Consultants 406 Reed St. Port Townsend, WA 98368 360 -385 -0584 northwestasbestosconsultants@cablespeed.com 801 Marine Dr Port Angeles, WA 98362 Port of Port Angeles P.O. Box 1350 Port Angeles, WA 98362 Susan Bauer P.O. Box 1350 Port Angeles, WA 98362 Bob Witheridge AHERA Building Inspector Management Planner WAMOA 0042- 10270601 Expires 10/27/07 TO 13604523959 F 4 Ji r cc -tuu r ✓J1 cUN t kUM ORTHEl N Northwest Asbestos Consultants 408 Reed Street Port Townsend, WA 96366 Prolect Location: Port of Part Angeles Docks Client Sample Number i Sample Description Float material Sample Location: Dock (G-H) Sample Comments. White foam with green residue Asbestos Fibrous Components: Non Asbestos Fibrous Components: No Asbestos Detected Client Sample Number 2 Sample Description: Sample Location: Sample Comments: INDUST/%IAL 114 /NSC, INC. Bulk Float Material Dock (F-E) Wet sample. dried at room temperature White foam with green residue Asbestos Fibrous Components: No Asbestos Detected Client Sample Number Sample Description. Sample Location. Sample Comments: No Asbestos Detected Sampled by Bob Witheridge Received by Rachel Melgoza Reviewed by Jude Cummings 1% Cellulose Non Asbestos Fibrous Components: 2% Cellulose 3 Float Material Dock (D-C) Wet sample. dried at room temperature Asbestos Analysis Report NH Batch Number 07 -00600 Client Job Number 'rum Around Time: 5 Day C Samples Analyzed: 4 White foam with green residue Asbestos Fibrous Components: Non Asbestos Fibrous Components: Client Sample Number 4 Sample Description Deck Coating Sample Location: Homogeneous to docks Sample Comments: 1% Cellulose 2% Mineral Wool (Semple results continued on next page.) 8/19/2007 6/21/2007 6/22/2007 TO 13604523959 P 215 SW 153rd Street Burien WA 98166 OFFICE. (206) 988 -1746 FAX. (206) 988 -1978 EMAIL. nlhlnc @eschelon.com N VLAP# 200511 =0 Lab Sample Number 07- 00600.0001 Checked If Sample Not Analyzed Non Fibrous Components: 97% Foam 2% Miscellaneous Material Lab Sample Number 07 -00800.0002 Checked If Sample Not Analyzed Non Fibrous Components: 93% Foam 5% Miscellaneous Material Lab Sample Number 07 00800.0003 Checked If Sample Not Analyzed Non Fibrous Components: 92% Foam 5% Miscellaneous Material Lab Sample Number 07 -00600.0004 Checked If Sample Not Analyzed Jude Cummings, Laboratory Manager Page 1 tee r el d11' FROM ORTHERN Northwest Asbestos Consultants 406 Reed Street Port Townsend, WA 98368 Project Locaton: Port of Port Angeles Docks Tan lumpy brittle material with brown fibrous material Asbestos Fibrous Components: No Asbestos Detected Sampled by: Bob Witheridge Received by Rachel Melgoza Reviewed by Jude Cummings SNOusTw1AL Nroeraw1c. INC. Bulk Asbestos Analysis Report Non Asbestos Fibrous Components: 40% Cellulose 15% Fiberglass 6/1912007 6/21/2007 6122/2007 NIH Batch Number Client Job Number Turn Around Time: Samples Analyzed: e TO 13604523959 F t 215 SW 153rd Street Burien, WA 98166 OFFICE. (206) 988-1746 FAX. (206) 988 -1978 EMAIL. nihinc @eschelon.com NVLAP# 200511 -0 07 -00600 S DayC 4 Non Fibrous Components: 45% Filler and Binder tie° Jude Cummings, Laboratory Manager Page 2 Ju'- c -dOOY 01 21P FROM Summary of Inspection This survey includes all areas of inspection with report results from Northern Industrial Hygiene, Inc Sample #1. Sample #2. $ample #3. Sample #4. Thank you, Bob Witheridge .F.M. Dock D -H, white foam. No asbestos detected. Dock F -E, white foam. No asbestos detected. Dock D -C, white foam. No asbestos detected. Deck coating. Homogeneous to docks. No asbestos detected. TO 13604523959 P 7 All asbestos containing building materials with a reading greater than 1% is considered a hazardous material if disturbed. If removed the owner or a certified abatement contractor must follow the rules of the EPA and governed by Olympic Region Clean Air Agency During demolition it is possible that additional suspect asbestos containing building material (ACBM) may be found. Should such suspect material be discovered an AHERA certified inspector will have to sample and test the material to prove it is of non asbestos. Northwest Asbestos Consultants is not responsible for identification of hidden materials that are not identifiable with reasonable diligence Copies for City of Port Angeles Permit Center and Olympic Region Clean Air Agency uI e. deer U1 21P FROM TO 13604523959 P 8 With -Participated in the EPA. AHERA II=NSP.ECT MAN AGE ME N T PLANNER Re€s he# -Ca -rs,e- f fer"ed- b the- WASKINeTacIATIQN .of MAINT and .OPE;f TONS ADMINISTRATORS TIC- full- daylra.i-n.ing program -covered .all topics specified rn the Model- A.ccred.itation. .pie-o. -under Section 206 Title 11 of TSCA ;M OPEIAtIO.,N.S STRA ADMINITORS TF�.IS us TO p:ERTJFY THAT Colitl 'IVIac Rae :Coy so;CimirliSkatdr 2714 -228th St. SE Bothell WA 9801 2 .(4) 45a .:4568 Ii :1 The couxe was. taken on OctQ;ber 27, 2006 in Silverdale, Washington Certificate #1 Expiration October 2007 m 0: 0.0 :0.O.O.o :0[0 :o :e :e :o :e :oto :o Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Owner PORT ANGELES MARINE DOCK 832 BOATHAVEN DR PORT ANGELES Construction Type Occupancy Type Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total WA 983622101 'idyl Qti -e Q4� I'' T Signature of Contractor or Authorized Agent CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 07 00000180 914120 832 BOATHAVEN DR 06 30 00 0 7 9825 5002 COMM REMODEL INDUSTRIAL HEAVY 1500000 Contractor OWNER Structure Information 000 000 TYPE I FIRE RESISTIVE BUILDING PERMIT COMMERCIAL 95828 7460 25 3/27/07 9/23/07 PLUMBING PERMIT Charged 7517 25 4849 16 4 50 12370 91 7517 25 4849 16 4 50 12370 91 T Policies \I 102 15 building permit inspection rccord05 wpd [1/4/2005] Plan Check Fee Valuation 98079 57 00 Plan Check Fee 3/27/07 Valuation 9/23/07 Qty Unit Charge Per BASE FEE 1 00 7 0000 ECH PL EA INSTALL WATER PIPE Special Notes and Comments Electrical load calculations and elctrical permits are required A cost estimate for primary power is being prepared by Electrical Engineering 03/14/2007 02 39 PM GMCLAIN Public Works Utility Engineering has no requirements for this plan review Date 3/27/07 STATE SURCHARGE 4 50 Paid Credited Due 00 00 00 00 4849 16 1500000 Qty Unit Charge Per Extension BASE FEE 5635 25 500 00 3 6500 THOU BL 1M (3 65 PER K) 1825 00 00 0 Extension 50 00 7 00 00 00 00 00 k/A7 Date Signature of Owner (if owner is builder) Date Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not S presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL 4NY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE I ACCEPTED COMMENTS FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL ROUGH -IN HEAT PUMP /FURNACE /DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY MANUFACTURED HOMES FOOTING SLAB BLOCKING &HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING /LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL "LIGHT DEPT FIRE 417 -4653 I I PLANNING DEPT 417 -4750 I I BUILDING 417 -4815 I T \Policies \l 102 15 building permit inspection record05 wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD YES NO FINAL 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4807 PW ENGINEERING FINAL v 9DATE ACCEPTED BY. SEPA. ESA. SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE I FIRE DEPT I PLANNING DEPT I BUILDING DATE ACCEPTED BY. ACCEPTED YES: 1 NO I I I I Z1 -bq I TLS I PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Project Name Port of Port Angeles Boathaven Renovation Address. Marine Drive Plan 07 -05 Corn Residential Date 2.26.2007 We have checked this plan and find that it conforms to the requirements of our codes and ordinances with the following comments 1) Each hose connection shall be provided with a conspicuous sign that reads "MANUAL STANDPIPE FOR FIRE DEPARTMENT USE ONLY" NFPA 14 5 4.2 2) A listed check valve shall be installed in each fire department connection and located as near as practicable to the point where it joins the system. NFPA 14 6 3.2 3) In areas subject to freezing, a listed automatic drip valve that is arranged to allow drainage without causing water damage shall be installed in the piping between the check valve and the fire department connection. NFPA 14 6.3 4 4) Fire department connections shall be located not less than 18 in. nor more than 48 in. above the level of the adjoining ground, sidewalk, or grade surface NFPA 14 6.3 6 5) All new systems, including yard piping and fire department connections, shall be tested hydrostatically at not less than 200 psi of pressure for 2 hours. NFPA 14 11 4 1 6) Each standpipe shall be provided with a means of draining. NFPA 14 7 12.2 7) Each float must be clearly identified. NOTE Prior to the issuance of a Certificate of Occupancy, compliance with the above conditions must be met. Reviewed by Building Department Copy Contractor/ Owner Copy Fire Department Copy Date ,22‘ 07 FRE Applicant or Agent:_l P PT 'e S Phone: (.3% y t' 7 Owner P6 PT 6 P P® RT Ali /i s Phone: Address: LA). City 14z, Pi A.1 l .1 S Zip S c/ o Architect/EngineeArchitect/Engineer Re I c'(. IYI 1 CI I h a n n o n i S P 1 10. Phone: (4 a S) 7'( I SO /z Contractor State License Address: City PROJECT ADDRESS c- LEGAL DESCRIPTION Lot: Block: CLALLAM COUNTY PARCEL NUMBER. COMMERCIAL/RESIDENTIAL. Occupancy Group: No. of Stories: Lot Size: Existing Sq. Ft. Total lot coverage PLANNING USE ONLY T•\FORMS\B1dgPermitform.wpd Applicant Fill out COMPLETELY and in INK. Your application and site plan MUST B COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 BUILDING PERMIT APPLICATION ESA/Wetland(s): Yes No SEPA Checklist required? Yes No Other 07e f?,00 Subdivision. Exp Date: a/� ./o FOR OFFICIAL USE O)%ILY Date Rec. a" v Permit 7 7 ate Approved] r7 to Issued: Phone: Zip ZONING ti f Li .1 du5 t I a v TYPE OF WORK. STZE/VALUATION Residential New Constr Re -roof Stove SF /SF Multi family Addition Move Garage SF /SF Commercial X Remodel Demolition Deck SF /SF .moo Repair Sign Other TOTAL VALUATION 1 000 BRIEF DESCRIPTION OF THE PROJECT I -i�iS (et A ji c, f--In-c44 ,k a q q h C J j .,L 7,/, p} _C, (1 -E- i RT J M t eJ t°S caa_+ 1-1-62 V p ti, recto r h a x I S -1 N Q, cJ J J Occupant Load: Construction Type: Proposed Sq. Ft. TOTAL Sq. Ft. APPROVALS. PLAN BLDG. DPWU FIRE. OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the tune of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that I must obtain such permits prior to work. Geotechnical Study Port of Port Angeles Boat Haven Improvements Port Angeles, Washington February 15 2007 Prepared for Reid Middleton and Port of Port Angeles Port Angeles, Washington 14 LANDAU ASSOCIATES 130 2nd Avenue South Edmonds, WA 98020 (425) 778 -0907 Fieure Title Table Title 1 Results of Pile Lateral Analysis TABLE OF CONTENTS 1 0 INTRODUCTION 1 -1 1 1 PROJECT AND SITE DESCRIPTION 1 -1 1.2 SCOPE OF SERVICES 1 -1 2.0 SITE CONDITIONS 2 -1 2.1 GEOLOGIC SETTING 2 -1 2.2 SUBSURFACE SOIL CONDITIONS 2 1 3 0 CONCLUSIONS AND RECOMMENDATIONS 3 -1 3 1 MUDLINE ELEVATION 3 -1 3.2 SEISMIC DESIGN CONSIDERATIONS 3 -1 3.3 MAJOR DESIGN AND CONSTRUCTION ISSUES 3 -2 3 4 PILE TYPE AND LOADS 3 -2 3 5 RECOMMENDED SOIL PROFILES 3 -2 3 6 PILE LATERAL CAPACITY 3 -3 3 7 WORK PIER AND WALKWAY PILES 3-4 3 8 PILE DRIVABILITY 3 5 3.9 VIBRATION AND NOISE EFFECTS DURING PILE DRIVING 3 -6 4 0 RECOMMENDATIONS FOR ADDITIONAL SERVICES 4 -1 5 0 USE OF THIS REPORT 5 -1 6 0 REFERENCES 6 -2 LIST OF FIGURES 1 Vicinity Map 2 Site and Exploration Plan 3 Approximate Extent of Areas A and B 4 P- Modifiers for Use in L -Pile (p -y Method) LIST OF TABLES 2/16/07 \\Edmdata \projects\ 053 \093WileRm'R \Geotech report\Port Angele -Boat Ha _rpt 2- 15 -07.do 11 Pan LANDAU ASSOCIATES Appendix Title A Field Explorations B Laboratory Testing LIST OF APPENDICES 2/15/07 \\Edmdata \projects\ 053 \093\FileRm\R \Geotech report \Port Angeles- Boat Haven_rpt 2- 1 07.doc LANDAU ASSOCIATES 111 1.0 INTRODUCTION 1 1 1 This report summarizes the results of Landau Associates geotechmcal study conducted for the proposed Port Angeles Boat Haven improvements located in Port Angeles, Washington. The general project location is shown on the Vicinity Map (Figure 1) For this project, Landau Associates performed subsurface explorations, completed geotechmcal engineenng analyses and evaluation, and prepared this report. 1 1 PROJECT AND SITE DESCRIPTION The project site is located in the vicinity of Manne Dnve between Tumwater Road and West Hill Street in Port Angles, Washington. The general configuration of the proposed improvements and some of the existing site features are shown on the Site and Exploration Plan (Figure 2). We understand that the proposed improvements requinng geotechmcal engineering services consist of the following: Improvements to the work pier and installation of two cranes Replacement of walkways and fingers on Docks A/B C/D E/F and G/H Boathouses replacement of existing walkways J/I and L/K Docks 0/P and Q/R replacement of existing fingers of Docks 0 and Q The proposed improvements will require driving steel or concrete piles. At this time, dredging at the locations of the proposed improvements is not anticipated. 1.2 SCOPE OF SERVICES The purpose of our services was to assess the site s subsurface conditions and develop geotechmcal design criteria and recommendations in support of design and construction of the offshore elements of the proposed manna improvements. Specifically our proposed scope of services includes the tasks described below Preparing and submitting a Joint Aquatic Resources Permit Application (JAPRA) required for offshore drillmg. Performing subsurface exploration and geotechmcal laboratory testing programs to assess subsurface conditions. Performing geotechmcal analyses and evaluation. 2/15/07 \\Edmdata projects 053 \093\FileRm\R \Geotech eport\Port Angeles -Boat Haven_rpt 2 16 -07.do 1-1 LANDAU ASSOCIATES Prepanng this report, which includes Site conditions A summary of subsurface conditions Seismic considerations including a liquefaction assessment An evaluation of feasible pile types Design parameters for laterally loaded pile analysis Anticipated dnving conditions and constructabihty issues Recommendations for geotechmcal momtonng and evaluation Bonng logs (Appendix A) Results of geotechmcal laboratory testing (Appendix B) 2/15/07 \\Edmdata\projects \053\ 093 \FileRm'R \Geotech report\Port Angele -Boat Haven_rpt 2 16- 07.doc 1 -2 dunng construction LANDAU ASSOCIATES 2.1 GEOLOGIC SETTING 2.0 SITE CONDITIONS Landau Associates reviewed a geologic map of the project area (Schasse 2003) The map does not provide geologic information for offshore deposits. However from the map we can infer the presence of glacially overridden soils below the site. Based on our experience with similar geologic settings, marine soils are often present below the mudhne overlying the glacial soils. 2.2 SUBSURFACE SOIL CONDITIONS Subsurface conditions within the project area were explored by advancing and sampling 10 exploratory bonngs (B -1 through B -10) with a truck- mounted, hollow -stem auger drill ng operatmg from a barge. Completed from February 11 to 14, 2006, the 10 borings were drilled to depths ranging from about 38 to 46 ft below the mudhne, except for Boring B -2, which was advanced to a depth of approximately 62 ft below the mudhne. The approximate locations of the exploratory borings are shown on Figure 2 A discussion of field exploration procedures and edited logs of the exploratory borings are presented m Appendix A. A discussion of laboratory test procedures and laboratory test results are presented in Appendix B The general subsurface profile at the site consists of marine soils overlying glacially ovemdden soils. The marine soils, which were encountered in all bonngs except Bonng B -10 vary in thickness from 2 to 10 ft (Figure 2) In general, the manne soils consist of very loose to loose sands, except in Borings B-4 and B -7 where soft silt was encountered. In general, marine sediments encountered in the some of the borings are characterized by the presence of shell fragments. Underlying the marine soils, glacial soils were encountered in all borings. Based on the type of the glacially ovemdden soils, we divided the project into two areas, Areas A and B (Figure 3). The glacial soils encountered within Area A are predominantly dense to very dense sands. Within Area B however, the glacial soils are predominantly very stiff to hard cohesive soil (silt and clay) 2/15/07 \\Edmdata \projects \053 \093\PileRm\R \Geotech report\Port Angele -Boat Haven_rpt 2 16 -07.do 21 LANDAU ASSOCIATES 3 0 CONCLUSIONS AND RECOMMENDATIONS Based on our evaluation of the information collected and reviewed as part of this study it is our opinion that subsurface conditions at the site are suitable for the proposed construction of the Port Angeles Boat Haven improvements, provided the recommendations contained herein are incorporated into the project design. 3 1 MUDLINE ELEVATION The approximate mudline elevations shown on the bonng logs (refer to Appendix A) are based on the bathymetry map provided by Reid Middleton. Based on this map the mudline at the location of the proposed improvement vanes from El 10 to -19 ft (MLLW) We understand dredging at the locations of the proposed improvements is not anticipated. 3.2 SEISMIC DESIGN CONSIDERATIONS We understand that manna structures similar to those proposed for the subject project are not typically designed to resist seismic loading. Additionally we do not know which code will be used to design the proposed improvements. In this section, however we assume that the seismic design will comply with the 2003 International Building Code (IBC International Code Council 2002) The 2003 IBC accounts for an earthquake ground motion with a 2 percent probability of exceedance in 50 years (a 2,475 -year return penod) but with a reduced acceleration (about two thirds of the acceleration that corresponds to a 2,475 -year event). The Pacific Northwest is seismically active, and the project area could be subject to strong ground shaking from a moderate to major earthquake. Consequently moderate levels of earthquake shaking should be anticipated during the design life of the project. The 2003 IBC design earthquake would cause liquefaction (loss of soil shear strength) of the manne granular soils encountered in all borings, except in Borings B-4 B -7 and B -10 Considering the relatively thin layer of potentially liquefiable soils and that the proposed improvements will be supported on piles, the site soil can be classified as Site Class C (stiff soil profile) rather than Site Class F according to Table 1615 1 1 of the 2003 IBC The following parameters are recommended for the seismic design of the proposed improvements Site Class C S =1128 2/15/07 \\Edmdata \projects \053 \093\FileRm\R \Geotech report Tort Angeles -Boat Haven rpt 2- l6 -07.do LANDAU ASSOCIATES 31 I S =046g Fa= 1 0 Fv 1.34 3.3 MAJOR DESIGN AND CONSTRUCTION ISSUES The two mayor issues that will affect the selection of pile type and dimensions are lateral loads on the pile and pile drivability The ability of a pile to resist lateral loads depends on the pile being installed to a sufficient depth to achieve fixity The depth to achieve fixity varies depending on the pile size and properties, as well as the soil conditions. Based on our expenence, we anticipate pile embedment depths to be 25 to 30 ft below mudhne. Therefore, the general soil properties and ability to drive the piles to sufficient depth to establish pile fixity have been the focus of our engineering evaluation. 3.4 PILE TYPE AND LOADS We understand that the current design calls for using either open -ended steel or pre- stressed concrete piles to support the proposed improvements. We understand that the piles will be subject to lateral loads only and not vertical loads, except for the piles supporting the new cranes, improvements to the work pier, and possibly the shoreline side of the new walkways, which will support both vertical and lateral loads. 3.5 RECOMMENDED SOIL PROFILES As indicated in Section 2.2, the site was divided into two areas (Area A and Area B) as shown on Figure 3 Area A is characterized by the presence of dense to very dense glacial granular soils. Area B is charactenzed by the presence of very stiff to hard glacial cohesive soils. A variable thickness of more recent marine soils blanket both areas. Given the variable depth of the manne soils across the site, it is appropnate to assume a reasonably conservative depth of this layer for each design area. However a reasonably conservative assumption of the thickness of the marine soils for lateral loading would not be conservative when considenng pile drivability For that reason, two different soil profiles were developed at each of the two areas to account for uncertainties associated with the subsurface conditions. One profile should be used in the lateral pile capacity analysis and one soil profile for pile drivability analysis. The recommended soil profiles are presented below 2/15/07 \\Edmdata \projects\ 053 \093\FileRm\R \Geotech report\Port Angele -Boat Ha _rpt 2 I 6-07.do 3 -2 LANDAU ASSOCIATES Area Area A Area B Area Area A Area B Soil Type Marine Soils Glacial Granular Soils Marine Soils Glacial Cohesive Soils Recommended Soil Profiles Design Elevation of Marine /Glacial Soil Contact Below Mudline (MLLW) Lateral Pile Analysis 23 26 3.6 PILE LATERAL CAPACITY The lateral capacity of a pile depends on its length, stiffness in the direction of loading, proximity to other piles, and degree of fixity at the head, as well as on the engineering properties of the upper soils. Development of lateral pile cntena requires the structural engineer to assume the degree of fixity at the pile head. A pile is considered free headed if the top is free to rotate. If the top of the pile is fixed against rotation sufficient to develop a fixed -end moment, the pile is considered restrained and fixed headed. This section presents the p -y method of analysis along with appropriate soil parameters required for analysis using the computer program LPILE (Ensoft, Inc.) The computer program LPILE can be used to calculate lateral pile load capacity LPILE uses lateral soil reaction (p) and lateral deflection (y) curves generalized for field load tests and soil input properties to approximate lateral pile deflections and moments. The LPILE input parameters that should be used for the manne soils and glacial soils are presented below These parameters should be used in conjunction with the soil profiles recommended in Section 3 5 For pile group effects, refer to Figure 4 Soil Parameters for LPILE Input Effective Unit Weight (pcf) 52 68 52 62 Notes: a NR= Not Required 'The value between parentheses is the cyclic soil modulus. 2/15/07 \\Edmdata \projects \053 \093\FileRm\R \Geotech report\Port Angeles -Boat Ha Friction Angle (degrees) 28 38 28 N R _rpt 2- 16 -07.do 3 -3 Pile Drivability Analysis 13 17 Cohesion Strength (psf) N R N R N R 4 000 Soil Modulus, k (pci) 15/(15) 120/(120) 15/(15) 2,000/(800) Soil Model API Sand API Sand API Sand Stiff Clay w/o Free Water As an addition to our scope authonzed by Reid Middleton, we performed a pile lateral analysis for Docks AB C/D E/F G/H, O/P, and the transient float. The results of our analysis are summarized in Table 1 The piles supporting these docks should be embedded at least 24 ft below the mudline or 18 ft into the glacial soils, whichever is shallower LANDAU ASSOCIATES 3.7 WORK PIER AND WALKWAY PILES Piles supporting the improvements to the work pier two new cranes, and new walkways will be subject to axial and lateral loads. The soil profile in the proximity of the proposed work pier and the new cranes consist of approximately 8 ft of very loose to loose marine soils underlain by dense to very dense silty sand and gravel glacial soils. In estimating the pile length required to resist the vertical loads, the following parameters should be used to estimate the pile length. Ultimate static umt skin friction of soils above glacial soils (about 8 ft below mudhne) negligible (can be ignored) Ultimate static umt skin friction of glacial soils 1.5 ton per square foot (tsf) Ultimate static unit end bearing of glacial soils 250 tsf Recommended factor of safety of 2.5 For pipe piles, it would be proper to assume that the pipe would remain unplugged during driving, resulting in an end area simply of the pile, and not a composite of the pile and soil contained within. For concrete piles with a stinger the stinger can be included in the calculations for the length of the pile, but for the end beanng capacity the cross sectional area of the concrete portion of the pile should be used. The actual pile length should be determined during driving by using the S equation. The S. equation provides a method of estimating capacity from the hammer energy and blow count. The S. equation is Where- And. Q E a L A E S a E r Q S +S �aE L" 1 /2 S r 2AE, Ultimate pile capacity in pounds Rated hammer energy in foot pounds Hammer efficiency assumed value of 0 8 (unless measured) Length of pile in feet Cross- sectional area of pile in square inches (use annular area for hollow piles, including closed -end steel pipes) Modulus of elasticity of pile material in pounds per square inch Final set (penetration per blow) in feet. 2/15/07 \\Edmdata projects \053 \093\FileRm\R \Geotech report\Port Angeles -Boat Haven_rpt 2- 16- 07.doc 3-4 LANDAU ASSOCIATES The pile length required to resist the lateral load should be estimated using the values recommended in Section 3 6 Regardless of which load (vertical or lateral) would control the pile length, the project construction documents should indicate the minimum pile tip elevation required to resist the lateral load. 3.8 PILE DRIVABILITY In addition to the design lateral loads on the piles, pile drivability into the site soils needs to be considered in selecting the pile type and dimensions. The soil conditions below the mudline consist of up to 10 ft of very loose to loose manne soils over glacially ovemdden soils. The lateral loads on the piles will require driving the piles to a specified depth below the mudhne to develop lateral fixity Based on our experience, this depth would range from about 25 to 30 ft below the mudhne (i.e. about 15 to 25 ft into glacial soils on average), depending on loading, pile type, and location. To reach this depth, the piles will be subjected to significant axial dnvmg stresses Unless adequately designed to resist anticipated driving stresses, piles (concrete or steel) can be damaged during driving. Driving stresses can be estimated using the wave equation analysis for piles (WEAP) software, which is typically performed prior to construction based in part on the contractor's pile driving equipment. However, at this preliminary design level, driving stresses can be approximately estimated using the following equation. Dynamic Stresses K Ultimate Static Soil Resistance K depends on several factors, including the pile length, size of hammer and soil type Based on our expenence, the K factor can vary from 1 1 to 1 4 for concrete piles, and from 1.2 to 1.5 for steel piles. The ultimate static soil resistance can be estimated from the following approximate values Ultimate static unit skin friction of marine soils above glacial soils 0 (refer to Section 3.5) Ultimate static umt skin friction of glacial soils 1.5 tons per square foot (tsf) Ultimate static unit end bearing of glacial soils 250 tsf. As an example, for 12 -inch- square concrete piles embedded 25 ft below mudline (i.e., about 25 ft into glacial soils), the ultimate static resistance would be approximately 400 tons (25 ft 4 ft 1.5 tsf 1 0 ft 250 tsf 400 tons). This would result in driving compression stresses of approximately 6,000 to 7 700 pounds per square inch (psi), which are higher than the typical allowable values. For open -ended steel piles, the driving stresses should be estimated assuming a closed -end pile to account for potential soil plugging. This assumption would also result in high driving stresses. There are measures to overcome the adverse impact of driving stresses, which include the following: 2/15/07 \\Edmdata \projects \053 \093\FileRm \R \Geotech report\Port Angele -Boat Haven_rpt 2 16 -07.do 3 -5 LANDAU ASSOCIATES For steel piles, a thicker wall and a higher steel grade can be used. For concrete piles, it may be necessary to add a steel stinger (an embedded steel H -pile) onto the ends of the piles to help facilitate getting the desired pile penetration. For steel or concrete piles, pre -bonng a smaller diameter hole at the pile location prior to driving the piles can be used to reduce driving stresses. Jetting to erode hard/dense soils may not be suitable for the soil conditions at Port Angeles, particularly where the hard silt is present. It should be noted that the use of one or more of these measures would not eliminate, but rather would reduce the potential for damage during construction. Also, concrete piles may not be damaged, but cracks resulting from pile driving may cause corrosion to pile reinforcement. Therefore, only pre stressed concrete should be considered. We anticipate the final decision regarding the pile selection will be based primarily on the cost. However there are some disadvantages associated with concrete piles (such as increased potential for pile damage during driving, construction delays, and changed conditions) that cannot be accounted for in the cost analysis. Therefore, unless the cost of steel piles is substantially more than concrete piles, it is our opinion that the steel pile would be a better alternative. If concrete piles are selected, we will need to further evaluate required construction techniques to facilitate the installation of the concrete piles. 3.9 VIBRATION AND NOISE EFFECTS DURING PILE DRIVING The installation of driven piles will create both noise and vibrations at the site Vibrations due to pile driving, particularly for the piles near the shoreline, may impact adjacent structures, pavement, and utilities located in the upland portion of the marina. For existing structures supported on piles adequately embedded in glacial soils, the impacts of pile driving should be negligible Vibrations may cause settlement to existing pavement and utilities, which are expected to be underlain by fill, and existing small structures supported on shallow foundations. At this time, we are not aware of concerns regarding settlement due to pile driving. This issue may need to be discussed further if concerns arise based on our discussion presented above. Additionally the adverse impacts of the pile driving should be addressed in the construction documents and, if necessary, a monitoring program should be implemented during construction. 2/15/07 \\Edmdata \projects \053 \093 \FileRm\R \Geotech eport\Port Angele -Boat Ha en_rpt 2-I6-07.do 3 -6 LANDAU ASSOCIATES 4 0 RECOMMENDATIONS FOR ADDITIONAL SERVICES Landau Associates recommends that a geotechmcal engineer familiar with the project design review the foundation portions of the design drawings and specifications. The purpose of the review is to verify that the recommendations presented in this report have been properly interpreted and incorporated in the design and specifications. We recommend that a geotechnical engineer or geotechnical representative provide construction monitonng services dunng installation of all pilings. The purpose of these services would be to observe compliance with the design concepts, specifications, and recommendations of this report and, if subsurface conditions differ from those anticipated before the start of construction, provide revised recommendations appropnate to the conditions revealed dunng construction. The geotechnical representative would also evaluate the pile installation contractor's operations, collect and interpret installation data, and determine the required penetration depths. 2/15/07 \\Edmdata \projects \053 \093\FileRm\R \Geotech eport\Port Angele -Boat Ha _rpt 2- 16- 07.doc 4 -1 LANDAU ASSOCIATES Landau Associates prepared this report for the exclusive use of Reid Middleton and the Port of Port Angeles for specific application to the Port Angeles Boat Haven improvements project in Port Angeles, Washington. Use of this report by others or for another project is at the user's sole risk. Within the limitations of scope, schedule, and budget, our services have been conducted in accordance with generally accepted practices of the geotechmcal engineering profession, no other warranty express or implied, is made as to the professional advice included in this report. The conclusions and recommendations contained in this report are based in part on the subsurface data obtained by Landau Associates in the general vicinity of the project site. There may be some variation in subsurface conditions at the site, and the nature and extent of the variations may not become evident until construction. Accordingly a contingency for unanticipated conditions should be included in the construction budget and schedule. If vanations in subsurface conditions are encountered during construction, Landau Associates should be notified to review the recommendations of this report and make revisions if necessary If there is a substantial lapse of time between submission of this report and the start of construction, or if conditions change due to construction at or adjacent to the project site, we recommend that we review this report to determine the applicability of the conclusions and recommendations contained herein. We appreciate the opportunity to provide geotechmcal services on this project and look forward to assisting you dunng the construction phase. If you have any questions or comments regarding the information contained in this report, or if we may be of further service, please call. LANDAU ASSOCIATES, INC onathan J Brown Semor Staff Geotechmcal Engineer Reda A. Mikhail, P.E. Senior Associate Engineer Dennis R. Stettler, P.E. Principal JJB/RAM/DRS/jdr 5.0 USE OF THIS REPORT 2/15/07 \\Edmdata \projects \053 \093\FileRm\R \Geotech report \Port Angeles -Boat Haven_rpt 2 16-07.doc 5 -1 I EXPIRES 4/11/( ;4 7 LANDAU ASSOCIATES 6.0 REFERENCES International Code Council. 2002. 2003 International Building Code. ISBN 1- 892395 -56 -8 Country Club Hills, IL. December Schasse, H. W 2003 Geologic Map of the Washington Portion of the Port Angeles 1 100,000 Quadrangle. Washington State Department of Natural Resources. 2/15/07 \\Edmdata \projects \053 \093\FileRm \R \Geotech report\Port Angeles -Boat Haven_rpt 2- I6- 07.doc 6 -2 LANDAU ASSOCIATES 1 1 1 a) 0 0 N N B rn 0 0 in 0 0 0 a a 'Strati Of..Tiecin De •Fuca WE W r EVANNY LN 0 I- 0 re a h 0 0 r �i� The Laga *V, 40/04,:\ ROSS `N KLAHANIE VfEW LN I4 LANDAU ASSOCIATES WP 1 /2 0 Scale in Miles DOYLE 1 Port of Port Angeles Boat Haven Port Angeles Washington G) Z FORR COLUM 0 iamond Rase ATHAVEN A1 fi .QirJ m A r1CL�1X //1!l Project Location Port A Pott,Ange12slHarbor ASHON PARK Vicinity Map Ethz'l i00k' EDIZ= HOOK'RD Project Location q area5hopping =Mall Port4ngeles I/ A 1 4 4 44 C -Park Map from DeLorme Street Atlas USA, 2002 Q4 Edmonds Tacoma Spokane Washington 1t Figure 1 1 1 1 1 1 N Project North o 0 IIIIIIIIIIIIIIII 0 u 1 6.1 f T1[T1TF S B -9 (6.5') [El. -22ft] 0 BREAKWATER 0 0 (35) 40 SLIPS S B-8 (7') n [El. -24ft] -mil )L✓ 0 0 I L Legend S Boring Designation and Location Light Lines Show Existing Floats Bold Lines Show Future Development (5') Depth to Glacial Deposits, Below Mudline LANDAU [El. -17ft] Elevation of Top of Glacial Deposits ASSOCIATES 0 0 12.8 u 0 SEAPLANE FLOAT M/N 0/P S B -10 (0') [El. -17ft] Q /R I L L/K 0 eR 0 S B-6 (8') [El. -26ft] 0 w H =[EI. -1 Bft] 1 1 (5') I B-7 i L J/I I 91 Ln 0 150 300 Scale in Feet E NEVI FUEL PIER 0 0 9 o Pi 0 0 STOCK PILE 0 0 n �WOR1 17 TWO _CRANE'S ANDSTAGING TLD h t [EL -20ft] (10') B -1 S 483 LF S B-2 H (87 U [El. -23ft] r r (29 Is 620 LF _IPSJ co 620 LF S B-3 (6')[EI. -19ft] C/rr 1 L B-5 (2') [El. -15ft] A POTENTIAL LOCATION FOR WORK FLOAT 1_1i2.? Base map source. Reid Middleton, November 15, 2005 Port of Port Angeles Boat Haven Port Angeles, Washington (32) 50 SLIPS 620' LF LOG pROP 0 FFFF 0 pl r Site and Exploration Plan 0 0 O' D`S' CY 2 p n e� Z0" sL I L_— Figure ern M I• r r rr I M— OW MP 1— all MI N Port of Port Angeles I V1053 \093 \0111Report\D \Fig2_3.dwg (A) "Figure 3" 6/30/2006 IN Project North BREAKWATER 163 n L4 LANDAU ASSOCIATES n Legend Boring Designation and Location Light Lines Show Existing Floats Bold Lines Show Future Development (5') Depth to Glacial Deposits, Below Mudline 0 SEAPLANE FLOAT 0/R LIE AREA B AREA A S B-6 (8) [EI. 26ft 1' 4 9 4- 0 200 400 Port of Port Angeles Boat Haven Scale in Feet Port Angeles, Washington d E/r NEl FUEL PIER B -5 (2') (El. ❑r Base map source. Reid Middleton, November 15, 2005 a PA r -WORK �I�R WITi TWO CRANES ANDC W STAGING F[.OATS (E1. 201t](10')B -1CO 483' IF S B -2 0f" (8) U [El. 2311] 1511] 1 ,1 1 1 A/B POTENTIAL LOCATION FOR WORK FLOAT Qq PIG 3. 0- I .1\. rT STOCK PILE 620' LF 40 620' LE LE B- -3 [EL 191t] (32) 50' SLIPS 620' LF 1 19' MARINE J Approximate Extent of Areas A and B LOG O Ir PORT 3 0 Figure P- Modifiers for Pile Group Design Row Spacing I First Row l Second Row l Third Subsequent Rows 3D I 0.8 I 0.4 I 0.3 4D I 0.9 I 0.65 I 0.55 5D I 1 I 0.85 l 0.75 P- Modifiers for One Row of Piles (in -line) Row Spacing I First Pile I Intermediate Piles I Trailing Pile 3D I 0.93 I 0.73 I 0.73 4D I 1 I 0.81 l 0.81 5D i 1 I 0.88 I 0.88 P- Modifiers for One Row of Piles (side by side) Row Spacing 3D 4D 5D D Pile Diameter LANDAU ASSOCIATES All Piles 0.93 1 1 Port of Port Angeles Boat Haven Port Angeles, Washington Lateral Load Q Q Q First Row Q 0 0 Second Row Q Q 0 Third Row Q Q 0 Fourth Row Lateral Load O O First Pile Intermediate Piles Trailing Pile Lateral Load Q First Pile O Second Pile O Third Pile O Fourth Pile P- Modifiers for Use in L -Pile (p -y Method) Figure 4 TABLE 1 RESULTS OF PILE LATERAL ANALYSIS PORT OF PORT ANGELES BOAT HAVEN IMPROVEMENTS PORT ANGELES, WASHINGTON Dock Load (kips) Pile Diameter (inches) 2/16/07 \Edmdata \projects 053 093 \FileRm\R\Geotech eport \Port Angeles-Boat Haven_tbl.do Maximum Moment (in-kips) Maximum Deflection (in, at +12 MLLW) Depth of Fixity (ft, below mudline) NB 5.9 12.75 1600 11 25 CID 3.6 10 75 1150 16.5 23 E/F 47 12.75 1650 16 24 G/H 4.9 12.75 1500 12 24 I/J 3.8 12.75 1350 13.5 23 K/L 4.5 12.75 1650 16.5 24 1.3 10.75 475 8 24 0/P 2.6 10.75 1000 18 24 Transient Float 5.3 12.75 1800 17 25 Page 1 of 1 LANDAU ASSOCIATES APPENDIX A FIELD EXPLORATIONS Subsurface conditions within the limits of the project area were explored between February 11 and February 14 2006 The exploration program consisted of advancing and sampling 10 ,exploratory bonngs (B -1 through B -10) at the approximate locations illustrated on the Site and Exploration Plan (Figure 2) Borings B -1, and B -3 through B -10 were advanced over the Port Angeles Boat Haven to depths ranging from about 38 to 46 ft below mudline; The borings were advanced by a truck- mounted, hollow stem auger drill rig on an anchored barge. However Boring B -2 was advanced to a depth of approximately 62 ft below mudline. Holocene Drilling, Inc. of Fife, Washington, advanced the borings under subcontract to Landau Associates. The explorations were located approximately in the field by hand taping from existing physical features referenced from an aerial photograph and site map provided by Reid Middleton. The approximate mudline elevations at the exploratory boring locations were interpreted from the bathymetry map provided to us. The field exploration program was coordinated and monitored by a Landau Associates geotechmcal engineer who also obtained representative soil samples, maintained a detailed record of the observed subsurface soil and groundwater conditions, and described the soil encountered by visual and textural examination. Each representative soil type observed in our exploratory borings was described using the soil classification system shown on Figure A -1 in general accordance with the American Society for Testing and Materials (ASTM) D2488 Standard Recommended Practice for Description of Soils (Visual- Manual Procedure) Logs of exploratory borings are presented on Figures A -2 through A 11 These logs represent our interpretation of subsurface conditions identified during the field exploration program. The contacts shown on the individual logs represent the approximate boundaries between soil types, actual transitions may be more gradual. The subsurface conditions depicted are only for the specific date and locations reported, and therefore, are not necessarily representative of other locations and times. Disturbed samples of the soil encountered from the borings were obtained at frequent intervals using a 1.5 -inch inside diameter (ID) Standard Penetration Test split -spoon sampler The sampler was driven up to 18 inches (or a portion thereof) into the undisturbed soil ahead of the auger bit with a 140 -lb automatic hammer falling a distance of approximately 30 inches. The number of blows required to drive the sampler for the final 12 inches (or portion thereof) of soil penetration is noted on the bonng logs adjacent to the appropriate sample notation. 2/16/07 \Edmdata \projects \053 \093 \FileRm \R \Geotech report\Port Angeles Boat Haven_apa.doc Al LANDAU ASSOCIATES O ca u) N 0 a>i Z E .N 15 o N E w ct U� Ea. OIL) Code a b c d e 1 2 3 4 5 6 7 MAJOR DIVISIONS GRAVEL AND GRAVELLY SOIL (More than 50% of coarse fraction retained on No. 4.sieve) SAND AND SANDY SOIL (More than 50% of coarse fraction passed through No. 4 sieve) uk AU ASSOCIATES GRAVEL WITH FINES (Appreciable amount of fines) SILT AND CLAY (Liquid limit less than 50) SILT AND CLAY (Liquid limit greater than 50) HIGHLY ORGANIC SOIL OTHER MATERIALS PAVEMENT ROCK WOOD DEBRIS Notes: 1 USCS letter symbols correspond to symbols used by the Unified Soil Classification System and ASTM classification methods. Dual letter symbols (e.g. SP -SM for sand or gravel) indicate soil with an estimated 5 -15% fines. Multiple letter symbols (e.g. MUCL) indicate borderline or multiple soil classifications. 2. Soil descriptions are based on the general approach presented in the Standard Practice for Description and Identification of Soils (Visual Manual Procedure), outlined in ASTM D 2488. Where laboratory index testing has been conducted, soil classifications are based on the Standard Test Method for Classification of Soils for Engineering Purposes, as outlined in ASTM D 2487 3. Soil description terminology is based on visual estimates (in the absence of laboratory test data) of the percentages of each soil type and is defined as follows: Primary Constituent: 50% 'GRAVEL, 'SAND, "SILT 'CLAY etc. Secondary Constituents: 30% and 50% 'very gravelly 'very sandy 'very silty etc. 15% and 30% 'gravelly 'sandy, "silty etc. Additional Constituents: 5% and 15% "with gravel, "with sand, "with silt, etc. 5% 'trace gravel, 'trace sand, 'trace silt, etc. or not noted. Drilling and Sampling Key Field and Lab Test Data SAMPLER TYPE SAMPLE NUMBER INTERVAL Description 3.25 -inch O.D. 2.42 -inch I.D. Split Spoon 2.00 -inch O.D. 1.50 -inch I.D. Split Spoon Shelby Tube Grab Sample Single -Tube Core Barrel Double -Tube Core Barrel Other See text if applicable 300 -lb Hammer 30 -inch Drop 140 -lb Hammer 30 -inch Drop Pushed Rotosonic Air Rotary (Rock) Wash Rotary (Rock) Other See text if applicable CLEAN GRAVEL (Little or no fines) CLEAN SAND (Little or no fines) SAND WITH FINES (Appreciable amount of fines) Port of Port Angeles Boat Haven Port Angeles WA Soil Classification System USCS GRAPHIC LETTER TYPICAL SYMBOL SYMBOL DESCRIPTIONS (2)(3) GW GP GM GC SW SP SM SC ML CL OL MH CH OH PT GRAPHIC LETTER SYMBOL SYMBOL AC or PCI RK WD roro/ D Sample Identification Number Recovery Depth Interval 1I 1 1 Sample Depth Interval Portion of Sample Retained for Archive or Analysis Well- graded gravel; gravel/sand mixture(s); little or no fines Poorly graded gravel; graveVsand mixture(s); little or no fines Silty gravel; graveVsand /silt mixture(s) Clayey gravel; graveVsand /clay mixture(s) Well graded sand; gravelly sand; little or no fines Poorly graded sand; gravelly sand; little or no fines Silty sand;-sand/silt mixture(s) Clayey sand; sand /clay mixture(s) Inorganic silt and very fine sand; rock flour silty or clayey fine sand or clayey silt with slight plasticity Inorganic clay of low to medium plasticity'.gravely clay sandy Gay silty clay' lean clay Organic silt; organic, silty clay of low plasticity Inorganic silt; micaceous or diatomaceous fine sand Inorganic Clay of high plasticity' fat clay Organic clay of medium to high plasticity' organic sift Peat; humus; swamp soil with high organic content TYPICAL DESCRIPTIONS Asphalt concrete pavement or Portland cement pavement Rock (See Rock Classification) Wood, lumber wood chips Construction debris, garbage Code PP= 1.0 TV 0.5 PID 100 W =10 D 120 -200 60 GS AL GT CA Description Pocket Penetrometer tsf Torvane, tsf Photoionization Detector VOC screening, ppm Moisture Content, Dry Density pcf Material smaller than No. 200 sieve, Grain Size See separate figure for data Atterberg Limits See separate figure for data Other Geotechnical Testing Chemical Analysis Groundwater SZ Approximate water elevation at time of drilling (ATD) or on date noted. Groundwater ATD levels can fluctuate due to precipitation, seasonal conditions, and other factors. Soil Classification System and Key Figure A -1 SAMPLE DATA a) .n a, E a T F za mZ m .c na) a a) al m m O u) 08 0) —0 SO b2 0 S1 1 b2 1 W =42 B -1 SOIL PROFILE Drilling Method Mobile B -61, 4' ID HSA Ground Elevation (ft) approx. 10 (MLLW) rn U N SM/ Black to dark gray sandy organic SILT to ML silty, fine SAND (soft/loose, wet) (MARINE SOILS) SM Dark gray silty fine to medium SAND with S211 b2 2 shell fragments (very loose, wet) S31 b2 2 W =27 —10 W 5 o o; GP Gray sandy fine GRAVEL (medium dense S4 b2 22 GS o o. to very dense, wet) p o GLACIAL SOILS) )o a 72/ D o o S5 b2 11' o a 0 15 D O' O 3 9 S6 b2 57 W 8 SM Light brown, silty gravelly medium to coarse SAND (dense to very. dense, wet) S7 1 b2 47 0 20 S811 8 1 7 b2 93/ W 10 Becomes gray z- I I 9' m O —25 S911 b2 50/ o U W 8 O o_ —30 W 17 SP/ Brown, silty, fine to medium SAND to fine to S1017 b2 e� SM medium SAND with silt (very dense, wet) o 0 —35 Notes: 1 Stratigrap tic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to 'Soil Classification System and Key' figure for explanation of graphics and symbols. ilk LANDAU ASSOCIATES Port of Port Angeles Boat Haven Port Angeles, WA Log of Boring B- 1 GROUNDWATER Boring drilled from a barge above water Figure A -2 (1 of 2) a a) o Drilling Method Mobile B -61, 4' ID HSA E T E Z m I o fa N i, Ground. Elevation (ft)• approx. 10 (MLLW) a) Z m u_ m V co L a d a N 0 a u) a E c E c N m U O to otf to m i CD co —35 SP/ Brown, silty fine to medium SAND to fine to S11 1 111 1 j b2 44 SM medium SAND with silt (very dense, wet) 40 45 50 55 60 65 —70 B -1 SAMPLE DATA SOIL PROFILE S12 b2 50/ W 20 5' Boring Completed 02/11/06 Total Depth of Boring 41 4 ft. Notes: 1 Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to 'Soil Classification System and Key:' figure for explanation of graphics and symbols. uk LANDAU ASSOCIATES Port of Port Angeles Boat Haven Port Angeles, WA Log of Boring B- 1 GROUNDWATER Boring drilled from a barge above water 0. m —o 5 10 15 SAMPLE DATA S1 1 b2 1 S21 b2 9 S3A 1 b2 35 S3B S4 b2 S5 b2 S6 b2 S7 b2 50/ 5' 50/ 3' 50/ 4' 50/ 5' IA LANDAU ASSOCIATES m m 0 rn m I– W =26 W 18 GS W =11 W =10 B- 2 SOIL PROFILE Drilling Method. Mobile B -61, 4' ID HSA Ground Elevation (ft). approx. 15 (MLLW) SM Reddish brown, silty, fine to medium SAND with trace gravel (dense to very dense, wet) (GLACIAL SOILS) 20 S8 1.0 b2 50/ 5' S9 b2 4�/ Becomes brown, gravelly with depth d O 25 ai co rn o S10 j b 50/ W 8 30 S11 b2 6' 6' 50/ —35 Notes: 1 Stratigrap tic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to 'Soil Classification System and Key" figure for explanation of graphics and symbols. Port of Port Angeles Boat Haven Port Angeles, WA Dark gray silty fine SAND (very loose to loose wet) (MARINE SOILS) Log of Boring B- 2 GROUNDWATER Boring drilled from a barge above water Figure A -3 (1 of 2) a Ec E c in a) (0 co fO m 35 40 45 50 S15 55 SAMPLE DATA 43 a a) E a T Z f- 0 co mZ 6 LL m o Co I- S121TE b2 50/ 6' S13 b2 50/ W 8 4' S14� b2 50/ 3' b2 50/ 2 5' r7 0 CD z Fe 50/ m O w CD 0 a, -60 m 0 M U) 0 N U 0 0 2 8 -70 S17 b2 6' 50/ W 13 Boring Completed 02/12/06 Total Depth of Boring 62.9 ft. -65 LANDAU ASSOCIATES B- 2 SOIL PROFILE Drilling Method. Mobile B -61, 4' ID HSA Ground Elevation (ft). approx. 15 (MLLW) SP Gray to brown, fine to coarse SAND with silt SM and gravel (very dense, wet) Notes: 1 Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to Soil Classification System and Key' figure for explanation of graphics and symbols. Port of Port Angeles Boat Haven Port Angeles, WA Reddish brown, silty fine to medium SAND with trace gravel (dense to very dense, wet) (GLACIAL SOILS) Becomes gray Log of Boring B- 2 GROUNDWATER Boring drilled from a barge above water Figure A -3 (2 of 2) 5 10 —35 SAMPLE DATA 0 0 U- S1A b2 5 S1 b2 S21 b2 16 531 b2 b2 82 S5 11 b2 59 S6 b2 15 30 S91 b2 77 W 18 IA LANDAU ASSOCIATES w m Ct m I— W =11 90/ W 11 11' SM Dark gray to gray silty fine SAND with shell fragments (medium dense, wet) W 21 50/ W 10 SW- Gray very gravelly fine to coarse SAND 6' GS SM with silt (very dense, wet) (GLACIAL SOILS) (very dense, wet) i B- 3 SOIL PROFILE Drilling Method Mobile B -61, 4' ID HSA Ground Elevation (ft). approx. 13 (MLLW) SM Gray silty, fine to coarse SAND with gravel (very dense, wet) 25 S8 b2 92/ 2 SM (very dense, fine to medium SAND with silt Notes: 1 Stratigrap iic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to 'Soil Classification System and Key" figure for explanation of graphics and symbols. Port of Port Angeles Boat Haven Port Angeles, WA Dark gray organic SILT with trace shell fragments (medium stiff, wet) GROUNDWATER (MARINE SOILS) Boring drilled from a barge above water Log of Boring B- 3 W= 8 i i GM Gray silty sandy fine to medium GRAVEL 20 S7 b2 W =15 12' -200 12 Becomes gravelly Figure A -4 (1 of 2) iu a y E a T Z m a E c E f0 C n 40 45 50 55 60 65 —70 SAMPLE DATA b2 8ti W 15 Boring Completed 02/13/06 Total Depth of Boring 39.8 ft. Notes: 1 Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to 'Soil.Classification System and Key" figure for explanation of graphics and symbols. 14 LANDAU ASSOCIATES B- 3 SOIL PROFILE Drilling Methorl• Mobile B -61, 4' ID HSA Ground Elevation (ft). aporox. 13 (MLLW) Port of Port Angeles Boat Haven Port Angeles, WA Tan to gray fine to medium SAND with silt (very dense, wet) Boring drilled from a barge above water Log of Boring B- 3 GROUNDWATER Figure A -4 (2 of 2) 1 1 1 1 1 i 1 o —20 o Z 0 m- S7 111- b2 62 W =18 0 E. —25 C rn 0 o- S8 b2 601 0 —30 z_ SAMPLE DATA iu To m a T I. Z 0 m co y Z N LL CO U t 0..92 n n 0 :E a E c E c rn m a) co co u) m i 0 S1B S1A b2 3fi W =96 b2 S211 b2 36 S3B b2 51 S3A� —10 S417 b2 12' 1' S51 b2 22 —15 S611 b2 50/ 5' uk LANDAU ASSOCIATES W =11 GS W =19 W 24 0 B- 4 SOIL PROFILE Drilling Method' Mobile B -61, 4 ID HSA Ground Elevation (ft). approx. 10 (MLLW) Black to dark gray organic SILT (medium stiff, wet) (MARINE SOILS) SP Gray coarse SAND (dense, wet) (GLACIAL SOILS) SP' Tan to gray, gravelly fine to coarse SAND SM with silt (dense, wet) SP Tan, fine to medium SAND with trace silt (very dense, wet) Orange laminated layers Medium dense, possible disturbance Trace gravel 0 S9� b2 73 B_ II —35 Notes: 1 Stratigrap lic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to 'Soil Classification System and Key" figure for explanation of graphics and symbols. Port of Port Angeles Boat Haven Port Angeles, WA Log of Boring B- 4 GROUNDWATER Boring drilled from a barge above water Figure A -5 (1 of 2) a) a y E 0. 0 IT o Z m o ro a) a) N u. ro s aa) a 3 0 a E E. E o in a) U) o8 U)) 03 I- —35 0 55 z E2 0 J_ O Co a 0 0 60 rn 0 cn N O N 0 w W 0 re 65 C7 C7 f n —70 C O) LC) SAMPLE DATA 40 S1011 b2 78 W= 19 45 S11 b2 QO/ 50 Boring Completed 02/11/06 Total Depth of Boring 45.6 ft. uk LANDAU ASSOCIATES B- 4 SOIL PROFILE Drilling Methorl Mobile B -61, 4' ID HSA Ground Elevation (ft). approx. 10 (MLLW) Tan, fine to medium SAND with trace silt (very dense, wet) With gravel Notes: 1 Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to 'Soil Classification System and Key" figure for explanation of graphics and symbols. Port of Port Angeles Boat Haven Port Angeles, WA Log of Boring B- 4 GROUNDWATER Boring drilled from a barge above water Figure A -5 (2 of 2) d a E +K Z u d s Q. CD a E a) co— rn elf 0 5 10 15 35 SAMPLE DATA O 0 u- 3 0 S1A! b2 43 S1B S21 b2 41 W 22 200 =.25 S3A 1 b2 50/ S3B 4 W 19 SP- Reddish brown, fine to medium SAND with SM silt and gravel (very dense, wet) S4 b2 50/ W 20 6' GS S511 b2 S6 1NQ b2 50/ 4' 50/ 6' 25 S8 D=E b2 50/ 4' 30 50/ S9 b2 5 14 LANDAU ASSOCIATES W =8 20 S7 b2 95/ W 11 ffff���TTTT 11' W =9 B- 5 SOIL PROFILE Drilling Method' Mobile B -61, 4' ID HSA Ground Elevation (ft). approx. 13 (MLLW) Dark gray silty fine SAND to sandy organic SILT (loose to soft, wet) (MARINE SOILS) SM Gray silty fine SAND with brown laminations (dense, wet) (GLACIAL SOILS) SM Brown to tan, silty fine to coarse SAND with gravel (very dense, wet) Becomes gray, with gravel to gravelly GM/ Gray silty sandy fine GRAVEL to silty SM gravelly fine to coarse SAND (very dense, wet) Port of Port Angeles Boat Haven Port Angeles, WA Becomes reddish brown in color Notes: 1 Stratigrap iic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to 'Soil Classification System and Key" figure for explanation of graphics and symbols. Log of Boring B- 5 GROUNDWATER Boring drilled from a barge above water Figure A -6 (1 of 2) 0 55 J CD z 0 O 0 co a U' 0 B Ts o -o o Drilling Method Mobile B -61, 4' ID HSA E T E Z co 1- o 0 U) i Ground Elevation My approx. 13 (MLLW) as Z m u. as u co L CL CD d Vi 0 E co a EB' E 3o y m U 0 c n o6 Cl) fo m H C9 co —35 Gray silty, sandy fine GRAVEL to silty S101. b2 50/ p S M gravelly fine to coarse SAND (very dense, 40 j 50/ b S11—a- —132- 3 Boring Completed 02/12/06 Total Depth of Boring 40.9 ft. 45 50 65 C7 B- 5 SAMPLE DATA SOIL PROFILE —70 Notes: 1 Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to Soil Classification System and Key" figure for explanation of graphics and symbols. lothi LANDAU ASSOCIATES Port of Port Angeles Boat Haven Port Angeles, WA Log of Boring B- 5 GROUNDWATER Boring drilled from a barge above water Figure I A -6 (2 of 2) w 1 1 t r 1 i 1 1 r S3I b2 36 W_22 -200 86 10 S4 I b2 38 W 24 15 SAMPLE DATA S5 1 b2 40 W 22 AL 0 20 9 0 0 0 m J_ 0 'a ci S6j b2 33 ci 0 0 25 m 0 M 0 co 0 w O cc uk LANDAU ASSOCIATES Port of Port Angeles Boat Haven Port Angeles, WA B- 6 SOIL PROFILE E o Drilling Method Mobile B -61, 4' ID HSA Z m 1— o :a to T Ground Elevation (ft)' approx. 18 (MLLW) y Z y u- co n N w aa� 0 Cl) iii 0 t o N C N G N 0 0 u) at6 co co I C9 m SM/ Dark gray, silty, fine SAND to sandy silty CL CLAY with shell fragments (very loose/soft, S1 b2 1 '4 wet) (MARINE SOILS) 0 S211: b2 6 —5 0 1 CL Dark gray sandy silty CLAY to silty CLAY with sand (hard, wet) (GLACIAL SOILS) Wood fragments Z S711 b2 40 W 24 F 30 z o S8A b2 60/ S8B -35 Notes: 1 Stratigrap iic contacts are based on field interpretations and are approximate. 0 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 0 3. Refer to 'Soil Classification System and Key" figure for explanation of graphics and symbols. cd Log of Boring B- 6 GROUNDWATER Boring drilled from a barge above water Figure A -7 (1 of 2) B- 6 SAMPLE DATA SOIL PROFILE E n E TD Drilling Methoft Mobile B -61, 4' ID HSA Z To I— 13' co co T Ground Elevation (ft). approx. 18 (MLLW) CD i' `y LL N U co L a CD n in 0 t Cl) n E c E 3 o 17; 0 u) co u) m I (7 D 35 p GM/ Dark gray, silty gravelly, coarse SAND to SM silty, sandy fine GRAVEL (very,dense, wet) 40 45 50 55 60 65 70 S9. b2 50/ Boring Completed 02/13/06 Total Depth of Boring 39.7 ft. Notes: 1 Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to 'Soil Classification System and Key" figure for explanation of graphics and symbols. IA LANDAU ASSOCIATES Port of Port Angeles Boat Haven Port Angeles, WA Log of Boring B- 6 GROUNDWATER Boring drilled from a barge above water Figure A -7 (2 of 2) 1 1 B- 7 SAMPLE DATA SOIL PROFILE Drilling MethorP Mobile B -61, 4' ID HSA a ID N U- fC 0 a EE' E c rn 0. U) 05 03 I 0 CL (stiff, wet) Dark gray sandy CLAY with shell fragments (MARINE SOILS) S1 l b2 9 5 W 23 CL Dark gray very sandy CLAY with trace S2 b2 21 AL gravel to coarse sand (very stiff to hard, wet) Laminated (GLACIAL SOILS) S31 b2 33 W 22 Zones of coarse SAND and brown organics —10 S4 b2 43 15 S5i b2 30 20 25 VI W SM Gray silty fine to medium SAND S6 b2 72 Laminated rust coloring 30 —35 S7 b2 50/ W 19 4' 50/ S8= b2 3 W 13 c) GP Gray to brown, sandy fine GRAVEL (very p dense, wet) o Notes: 1 Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to 'Soil Classification System and Key" figure for explanation of graphics and symbols. I4 LANDAU ASSOCIATES Port of Port Angeles Boat Haven Port Angeles, WA Log of Boring B- 7 GROUNDWATER Boring drilled from a barge above water Figure A -8 (1 of 2) 15 m E a- N Z N L a- U) O. O U) Ca U) —35 40 45 50 55 60 65 —70 SAMPLE DATA S? 0 E to U) CO U t N H C9 b o 3 o O 0 l oo o 0 3 o b2 heave Boring Completed 02/13/06 Total Depth of Boring 38.1 ft. 14 LANDAU ASSOCIATES B- 7 SOIL PROFILE Drilling Method' Mobile B -61, 4 ID NSA Ground Elevation (ft). approx. 13 (MLLW) Port of Port Angeles Boat Haven Port Angeles, WA Gray to brown, sandy, fine GRAVEL (very dense, wet) Notes: 1 Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to 'Soil Classification System and Key" figure for explanation of graphics and symbols. Log of Boring B- 7 GROUNDWATER Boring drilled from a barge above water Figure A -8 (2 of 2) ti F Z N r C co 92 Z i m t a a) a w 0 a EE E o "iii tj v) ot) (e CO h- —0 S1I b2 14 W =27 5 S2 1 b2 23 10 15 20 25 30 —35 SAMPLE DATA a) E �I S3 1 b2 28 W 22 b2 45 S51 b2 49 S6 1 b2 23 W 22 S7A1 b2 45 S7B Notes: 1 Stratigrap iic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to Soil Classification System and Key" figure for explanation of graphics and symbols. uk LANDAU ASSOCIATES W =22 AL W 20 B- 8 SOIL PROFILE Drilling Method' Mobile B -61, 4' ID HSA Ground Elevation (ft). approx. 17 (MLLW) Brown organics Port of Port Angeles Boat Haven Port Angeles, WA Dark gray silty fine SAND (medium dense, wet) (MARINE SOILS) CL Dark gray silty sandy CLAY (very stiff to hard, wet) (GLACIAL SOILS) Log of Boring B- 8 GROUNDWATER Boring drilled from a barge above water Figure A -9 (1 of 2) C7 0 0 -J z m J N a. CD 6 O 0 M O Cn U W 8 Z r, F z 0 f 8 0 o. 0 Drilling Methori Mobile B -61, 4' ID HSA I Z T o :s m T Ground Elevation (ft). approx. 17 (MLLW) L E N E w 0 a EE' E 3 '2 m 0 v) ots U) m H C7 —35 CL Dark gray silty sandy CLAY (very stiff to hard, wet) Se b2 44 (GLACIAL SOILS) Boring drilled from a barge above water I W 20 Boring Completed 02/14/06 Total Depth of Boring 41.6 ft. —45 —50 I i —55 —60 —65 —70 I B- 8 SAMPLE DATA SOIL PROFILE GROUNDWATER SI b2 55 AL IA LANDAU ASSOCIATES Notes: 1 Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to 'Soil Classification System and Key" figure for explanation of graphics and symbols. Port of Port Angeles Boat Haven Port Angeles, WA Log of Boring B- 8 Figure A -9 (2 of 2) SAMPLE DATA SOIL PROFILE GROUNDWATER 43 0 E 0. T Z T o m wZ d u_ m t dN d N 0 n EC E c u, 0 co cio U) CO I- -0 5 S11 b2 3 B- 9 Drilling Methor1 Mobile B 61, 4 ID HSA Ground Elevation (ft). approx. 15 (MLLW) Dark gray silty fine SAND (very loose wet) (MARINE SOILS) S2 b2 2 W 31 GS CL Dark gray sandy silty CLAY with gravel S3 b2 26 (very stiff to hard, wet) (GLACIAL SOILS) I 10 I S4 I b2 44 W 27 115 O I\ S51 b2 36 W 19 GS Laminations of silty clayey SAND Co 20 J ICo cc O J 0 co c 25 S6 b2 42 W 27 AL Brown organics CD I o o; 0 0 I o I- 0 co O K S717 b2 48 1 z 30 C9 1 o o cu 8 S81- b2 40 W 23 —35 Notes: 1 Stratigrap iic contacts are based on field interpretations and are approximate. 0 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to 'Soil Classification System and Key" figure for explanation of graphics and symbols. V) N I Port of Port Angeles ilk AU Boat Haven Log of Boring B- 9 ASSOCIATES Port Angeles, WA Boring drilled from a barge above water Figure A -10 (1 of 2) o E a T Z p as co Z u co 0 .c am a O r o. a E c E o v) co V m ti C7 3 5 40 45 50 55 60 65 70 SAMPLE DATA S9� b2 53 Boring Completed 02/14/06 Total Depth of Boring 39.6 ft. IA LANDAU ASSOCIATES B- 9 SOIL PROFILE Drilling Methori. Mobile B -61, 4 ID HSA Ground Elevation (ft) approx. 15 (MLLW) Port of Port Angeles Boat Haven Port Angeles, WA Dark gray sandy silty CLAY with gravel (very stiff to hard, wet) (GLACIAL SOILS) Notes: 1 Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to Soil Classification System and Key" figure for explanation of graphics and symbols. Log of Boring B- 9 GROUNDWATER Boring drilled from a barge above water a Figure 1 A -10 (2 of 2) a 15 25 S6 1 b2 45 LANDAU ASSOCIATES B -10 SAMPLE DATA SOIL PROFILE GROUNDWATER a a) a o Drilling Method. Mobile B -61, 4' ID HSA E Q- E a Z To 1-- m u) T Ground Elevation (ft) approx. 17 (MLLW) N N U- f6 0 c/) L O-..�. n in CO D. N a E c E o in 0 a) V) 08 V co I- C7 n CL Dark brown, sandy silty CLAY (hard, wet) (GLACIAL SOILS) Boring drilled from a barge above water Brown organics 30 W 25 S7A b2 56 S76 I SM Gray silty, fine to coarse SAND with gravel (very dense, wet) -35 Ri 50/ :I Notes: 1 Stratigrap tic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to 'Soil Classification System and Key" figure for explanation of graphics and symbols. Port of Port Angeles Boat Haven Port Angeles, WA Log of Boring B -10 5 S1 b2 31 1' silty SAND layer S2 b2 32 W 22 10 CL Dark brown, silty CLAY with sand (hard, wet) S3 b2 44 S4 b2 44 W 26 I 200 87 20 S5 b2 62 W 24 Figure A -11 (1 of 2) 0 0 0 z o m J V 0- O O 0, cn N O y U W 3 C 5 C7 2 8 r- .0 E c =K z T a) L a a) u) cid a) -35 aa_mh., —40 Boring Completed 02/14/06 —45 50 —55 —60 —65 —70 SAMPLE DATA E" b2 heave Total Depth of Boring 39.3 ft. Notes: 1 Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to 'Soil Classification System and Key" figure for explanation of graphics and symbols. uk LANDAU ASSOCIATES E z, Drilling Method' Mobile B -61, 4' ID HSA T E m u Ground Elevation (ft)' approx. 17 (MLLW) r co d m U I— t'7 m vv i z SM/ Gray gravely silty fine to coarse SAND to 1 CL sandy silty CLAY (very dense /hard, wet) 4 r. Port of Port Angeles Boat Haven Port Angeles, WA B -10 SOIL PROFILE Log of Boring B -10 GROUNDWATER Boring drilled from a barge above water NATURAL MOISTURE CONTENT FINES CONTENT APPENDIX B LABORATORY TESTING Natural moisture content determinations, fines content determinations, grain size analyses, and Atterberg limit determinations were performed on selected samples to aid in soil classification. Laboratory testing was performed in general accordance with the Amencan Society for Testing and Matenals (ASTM) standard test procedures, which are described below The samples were checked against the field log descnptions, which were updated where appropnate in general accordance with ASTM D2487 Standard Test Method for Classification of Soils for Engineering Purposes Natural moisture content determinations were performed on soil samples recovered from the borings in general accordance with ASTM D2216 The natural moisture content is shown as W =xx (percent of dry weight) at the respective sample depth in the column labeled `Test Data on the summary boring logs in Appendix A. The fines content (the percentage of material passing the U S Standard No 200 sieve) of selected soil samples obtained from our exploratory bonngs was determined in general accordance with ASTM D1140 test procedures. The percentages of particles passing the U S Standard No 200 sieve are indicated adjacent to the corresponding sample designation on the summary logs. SIEVE ANALYSIS Sieve analyses were performed on representative soil samples obtained from the borings in accordance with ASTM. D422 to provide an indication of the grain size distribution. Samples selected for sieve analysis are designated with a "GS' in the column labeled `Test Data on the summary boring logs in Appendix A. The results of the sieve analyses are presented in the form of grain size distribution curves on Figures B -1 and B -2 in this appendix. ATTERBERG LIMITS Atterberg hrmt determinations were performed on representative soil samples obtained from the bonngs in general accordance with ASTM D4318 to determine the liquid limit (LL), plastic limit (PL), and plasticity index (PI) Samples on which Atterberg limit determinations were completed are 2/16/07 \Edmdata\projects\053 \093 \FileRm \R \Geotech report\Port Angeles Boat Haven_apb.doc LANDAU ASSOCIATES B -1 designated by AL in the column labeled `Test Data" on the summary logs. The results of the Atterberg limit determinations are presented on Figure B -3 in this appendix. 2/16/07 \Edmdata projects \053 \093 \FileRm \R \Geotech report\Port Angeles Boat Haven_apb.doc B-2 LANDAU ASSOCIATES 11 Int i♦ l 41 1111 e M lilt 11A111 N M else p am am EN 53093.01 7/7/06 \EDMDATA \GINT\GINT7 \PROJECTS \053093.010.GPJ GRAIN SIZE FIGURE 100 90 80 70 60 50 40 30 20 10 0 IA 4LAND ASSOCIATES Cobbles U.S. Sieve Opening in Inches 4 3 100 10 Gravel I Syrribol Exploration Sample Depth Natural Number Number (ft) Moisture I Coarse I Fine I Coarse U.S. Sieve Numbers 1 Grain Size in Millimeters Sand Medium I Fine Port of Port Angeles Boat Haven Port Angeles, WA 0.1 Soil Description I B- 1 S4 I 10.4 I 5 I Fine GRAVEL with medium to coarse sand m I B- 2 S3B I 8.1 I 18 I Silty, fine to medium SAND with trace gravel A I B- 3 S3 I 6.2 I 10 I Very gravelly, fine to coarse SAND with silt I B- 4 S2 I 5.4 I 11 I Gravelly, fine to coarse SAND with silt O I B- 5 S4 I 8.8 I 20 I Fine to medium SAND with silt and gravel Hydrometer 0.01 Silt or Clay Grain Size Distribution Unified Soil Classification GP SM SW -SM SP -SM SP -SM 0.001 Figure B -1 I 11 Int i♦ l 41 1111 e M lilt 11A111 N M else p am am EN 53093.01 7/7/06 \EDMDATA \GINT\GINT7 \PROJECTS \053093.010.GPJ GRAIN SIZE FIGURE 100 90 80 70 60 50 40 30 20 10 0 IA 4LAND ASSOCIATES Cobbles U.S. Sieve Opening in Inches 4 3 100 10 Gravel I Syrribol Exploration Sample Depth Natural Number Number (ft) Moisture I Coarse I Fine I Coarse U.S. Sieve Numbers 1 Grain Size in Millimeters Sand Medium I Fine Port of Port Angeles Boat Haven Port Angeles, WA 0.1 Soil Description I B- 1 S4 I 10.4 I 5 I Fine GRAVEL with medium to coarse sand m I B- 2 S3B I 8.1 I 18 I Silty, fine to medium SAND with trace gravel A I B- 3 S3 I 6.2 I 10 I Very gravelly, fine to coarse SAND with silt I B- 4 S2 I 5.4 I 11 I Gravelly, fine to coarse SAND with silt O I B- 5 S4 I 8.8 I 20 I Fine to medium SAND with silt and gravel Hydrometer 0.01 Silt or Clay Grain Size Distribution Unified Soil Classification GP SM SW -SM SP -SM SP -SM 0.001 Figure B -1 MN a MI N I. MI MP mg us am i am um 1u no No 53093.01 7/7/06 EDMDATA\ GINT \GINT7\PROJECTS \053093.010.GPJ GRAIN SIZE FIGURE 100 90 80 70 60 50 40 30 20 10 0 I4 LANDAU ASSOCIATES Cobbles U.S. Sieve Opening in Inches U.S. Sieve Numbers 6 4 3 2 .5 1 3/4 1/2 318 3 4 6 8 10 14 16 20 30 40 50 60 100 140 200 Gravel Coarse I Fine I Coarse Sand Medium I Fine Port of Port Angeles Boat Haven Port Angeles WA 100 10 1 0 1 Grain Size in Millimeters Hydrometer 0.01 0.001 Silt or Clay Symbol Exploration Sample Depth Natural Soil Description Unified Soil y Number Number (ft) Moisture Classification I I B- 9 I S2 I 6.2 I 31 I Silty, fine SAND I SM I I I B- 9 I S5 I 17.9 I 19 I Very silty, fine to coarse SAND with gravel SM Grain Size Distribution Figure B -2 60 50 40 30 A 20 Exploration Sample Liquid. Plastic Plasticity Natural Symbol Number Number Depth Limit Limit Index Moisture (ft) 1 B- 6 1 S5 1 18.4 36 I 22 14 22 I Silty CLAY I m I B- 7 I S2 5.0 35 I 19 16 23 I Silty CLAY I B- 8 I S4 15.5 46 I 23 23 22 I Silty CLAY I I B- 8 I S9 1 40.1 37 22 15 20 I Silty CLAY O I B- 9 I S6 1 23.1 35 23 12 27 I Silty CLAY ASTM D 4318 Test Method LANDAU ASSOCIATES Port of Port Angeles Boat Haven Port Angeles WA CL CH z 10 I I I CL -ML I r M[ or OL MH or OH 0 0 10 20 30 40 50 60 70 80 90 100 110 Liquid Limit (LL) ATTERBERG LIMIT TEST RESULTS Soil Description Plasticity Chart Unified Soil Classification CL CL CL CL CL Figure B -3 A, L. .1 SE0 -PROJEC SITE AIRPORT W EDGEWOOD DR CANADA.. BELLINGHAM. LOCATION MAP NO SCALE USA TACOMA. EVERETT SEATTLE RENTON PORT OF PORT .ANGELES BOAT HAVEN MARINA RENOVATION VICINITY MAP NO SCALE SITE ADDRESS PORT OF PORT ANGELES MARINA 1200 BLOCK OF MARINE DRIVE PORT ANGELES, WA 98362 LEGAL DESCRIPTION (SECTION 3, TOWNSHIP 30 N, RANGE 06 W W.M. IN THE COUNTY OF CLALLUM, STATE OF WASHINGTON) PORT COMISSIONERS BILL HANNAN JOHN CALHOUN GEORGE SCHOENFELDT EXECUTIVES BOB McCHESNEY (EXECUTIVE DIRECTOR) DAVID HAGIWARA (DEPUTY EXECUTIVE DIRECTOR) JEFF ROBB (AIRPORT MARINAS MANAGER) LATITUDE: 48° 07' 34141 LONGITUDE: 123° 27' OSYW P OF 'POR ANGEL '11 I N. .G .T.• 0 N. DWG NO: SHT NO: G1.0 G1.1 G1.2 .C1.1 C1.2 C1.3 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C3.4 C3.5 .C4.1 C4.2 C4.3 C4.4 S0.1 80.1 S1.1 E0.0 E1.0 E1.1 E1.2 E1.3 E2.0 E2.2 12.3 .:E2.4 E2.5' E2.6 E2.7. E3.0, 'E3.1 ,E3.2 I E3.3 1 2 3 4 5 6. 7 8 9 10 11 12 13 14 15 16 17 18 19. 20 21 22 23 24 25 .26 27 28 29 30 31 32 33 34 35 36 SHEET TITLE GENERAL TITLE SHEET, VICINITY MAP, LOCATION.MAP, SHEET INDEX PROJECT CONTROL .PLAN PHASING PLAN I KEY PLAN DEMOLITION EXISTING SITE AND DEMOLITION PLAN EXISTING SITE AND DEMOLITION PLAN AND DETAIL EXISTING SITE AND DEMOLITION PLAN EROSIONISEDIMENTATION CONTROL TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN TEMPORARYEROSION AND SEDIMENTATIONCONTROL DETAILS NOTES TEMPORARY TRAFFIC CONTROL PLAN FLOATS AND PILES FLOAT.AND PILE PLAN ADDITIVE BID 1.. .FLOAT AND PILE FLOAT. AND PILE PLAN; FLOAT AND PILE PLAN..ADDITIVE.BID 2 FLOAT SECTIONS AND DETAILS. UTILITIES UTILITY PLAN UTILITY PLAN. .UTILITY SECTIONS AND DETAILS FLOAT AND GANGWAY.UTIUTY SECTIONS AND DETAILS STRUCTURAL STRUCTURALNOTES STRUCTURAL NOTES STRUCTURAL DETAILS ELECTRICAL SYMBOLS AND ABBREVIATIONS SINGLE LINE WIRING DIAGRAM :SINGLE LINE WIRING DIAGRAM.UNIT SUBS' SINGLE LINE WIRING DIAGRAM SUBS SINGLE LINE WIRING DIAGRAM UNIT-SUBS ELECTRICAL SITE.PLAN CENTRAL MARINA' ELECTRICAL PLAN DOCKS I/J K/L ELECTRICAL PLAN DOCKS GIH ELECTRICAL PLAN DOCKS EIF ELECTRICAL PLAN DOCKS C/D •ELECTRICALKAN DOCKS NB ELECTRICAL SITE ENLARGED UPLAND PLANS. ELECTRICAL DETAILS ELECTRICALDETAILS ELECTRICALDETAILS :FLOATS 'ELECTRICAL PHOTOS NOT USED PUILD.WG, fERMIT SUP I EXPIRES .9 /29ipfi, z• 0 (7) S z 0 Z I• 0 -J (I) •Z X LLI a- W CI 0 Z Z E w 0_ k-) 0 5 0 0 j CO I- 247 SCALE °Es:smx DJO p■-■ jjs 1G 1 o 2/15/o7 IF "L DOES NOT MEASURE 1 ADJUST SGALES ACCORDINGLY 1:\ !'4."-' .1 11-- 1, ,1 -1'1 "'":11-:''''''''1-i77-7."7,-- ----:-"--,:::::'=-----,7f.: --1'-'-;'-' rr--1111. 1111:1:1:74'-11----- :::-.7.---'71:21'-' IT----tIII-L' '---41---1.---Irt ----''ADDITIlvE:.°11"'.2:'1':' .38:°-'- -11 I; 'I il -li 1 1 4-- q i; •-t- 4;, J .1, L 1 111 If if L 1 r 1' ti II s-' eN.. :s .1-, /I 7 i ,-a• /4 J r i 'F -ft---; ---s j Li, cv. t -I rt l'"` s„-----; ii I .f 1 .,1,1 I 1 -0' _14, ir L.,.., „1 1 :f.- ,..t. __I _1 ___,1 4.,___, CL ,1 s-... s s. -Vss----;;'' ti TF sir :0 J 2I, X 11 5 is I' r i '''''6 i I 4 J -ci.:' 11 r 7 I q i, ris. Ii• L'1 .0 i 1 R 1. i IV'. I I li y 'L-j -.L1 _I _S13 3 T ir-f- i 7 .2. 4 1 s: tar 7 t 7177. 7 t -i I i 77--17 -"P' 2 r L t_ -7- l' !I 1 7.4 n 'r 1 4` 1 II r 1 r I I li ,L, i ADDITIVE-SID--#1:-.. r q i I, 1 li 1 1 1 I .r k---4 r. ,..11- ,i- 4s- 1. --L.. i 1 1 ,.___1. j1- L17 -G_6 t1G \4_ AY .-ss -sci--,- C0' .e. s,s ri z .1 -,,,i, J i _J -.4-, L j 2, l i_ _,,i, 1,,,,.. L, _f I )-4/ SI 1- I i s,.-- s c sss s _s,. ,s-_,,_ s ..I., r ''f' ..,,31 ,a, 1 1 i r :1 :i 7 '../i, IC SURFACE MONUMENT 'MARINE-4 'L.S.18104 NOT A SURVFY CONTROI POINT 0 -RM #1 PK NAIL WASHER N 421541.54 E 1000055.56 ELEV 1459' ...:TTRANSIENT FLOAT GANGWAY ATTACHMENT SEE SHEET C4 4 178.0 PF1OJECT,BENCHMARK BENCHMARK. 40900 1981 IBRASS;,ODISK-4N,P,VC ,GOOD VFRTICAL ELEV 13.48 FEET 1/ PROJECT CONROL PLAN SCALE. 1 =80' rM [PK •AILf WASHER 21552'.'I 'E (1'001078.04' ELEV 16.65' .7' t mAPIN Pk-NAIL -2, N, 42100096 A ct 1000881.63 ELEV. 13.85 SURFACE 'MONUMENT 1 IALUMINUM .0ISK. WITH''PO\ICH, il ._18.1 OA__ NOT A Sll I '1 CONTROL -POW' ___1 j 80 0 SCALE IN ELEVATION 13.48 FEET GANGWArATTACHMENT SEE 'SHEET. •C4 4 FEET 8WEBIRG, PERMIT SUBMITTAL STAGING AREA,,,,-„,_ COORDINATE rUSE WITH_PORT S .:3 1 •cv GANGWAY ATTACHMENT.. SEE SHEET, C4 4 ALIGN 'CENTEOthNES OF :CONCRETE W ABUTMENT NEW GANGWAY 1 L 7 GANGWAY ATTAHMENT SEE SHEET C4 4 ALI 3N CENTERLINES OF ,CONCRETE ABTMENT -NEW GANGWAY,'AND FLOAT 4 DATUMS: HORIZONTAL DATUM: WAD 83/91 WASHINGTON-STATE PLANE! COORDINATE SYSTEM, NORTH ZONE, AND PROJECT BENCHMARKS VERTICAL. MEAN 1.11370131121.1€1WHINGIsJIBR=--0732' .BENCHMARK. TIDAL BENCHMARK 40908 '198 i 3.5' BRASS DISK sIN .Pv PIPE. 1 NOTES: 1 BATHYMETRY -FROM REID MIDDLETON SURVEY JUNE 16, 2006. OTHER ,UPLAND AND EXISTING DOCK AND BOAT HOUSE LOCATIONS PROVIDED, BY PORT OE PORT ANGELES BASED ON AERIAL SURVEY 2. ,NEW A/B: SHALL -BE ALIGNMENT. WITH EXISTING CONCRETE GANGWAY ABUTMENT' 3. 'NEW- DOCKS C/D, 'E/F :0/1-1. SHALL -BE .sPARALLEL. TO EACH OTHER 'IN 'ALIGNMENT 4 NEW DOCKS 3/1, L/K, SHALL BE PARALLEL TO EACH OTHER IN ALIGNMENT -AND PERPENDICULAR' TO EXISTING .HEADWALK. 5. FOR GEOTECHNICAL sli3ORINOS• SEE GEOTECHNICAL REPORT 'IpPIRES 9/29/D1 1 "L'E• 1 =80 OES SMK l"rET Dj° JJS I G 1 1 a NOTE. IF "L DOES NOT MEASURE 1 °AT 2/15/07 ADJUST SCALES ACCORDINGLY .,1,\24\00\O0DESION \4006-G11.Dwo_ 7 24-00-005 -4- SEE NOTE 1 i- :LU 1 r" Z I I 4 7 1 --,„t. 7 PHASING. LAN: SCALE. 1 =80' P ,1 •`:_EY<Er B U I LD IN NOTE. .GANGWAY SHALL, .PE REPLACED; "FOLLOWING -COMPLETION •OF DOCK AND 'POOR TO START OF I/J DOCK DEMOLITION NEW GANGWAY ATTACHMENTS AND GANGWAY :tiTIlltY' SHALE BE ON SITE PRIOR TO REMOVAL OF E'X1STING: -GANGWAY W IMRE SHUT'-DOWN RE,Rtoci I .7 1"ifffittlittlIE4 1 10 t t 4.1fild„.ttp,LE1 .4i STAGING .AREA, <•OORDINATE H L:OCiRT• r E E E JEXPIRES. 9/29/1Y6, a Li's, =80 `'"•r NO P DJO 2 otUs NOT' MEASURE 1, SO*. 2-/) AD:19ST; SCALES' ACCORDINGLY' 00.(fitiV/ESIGN <1006=P1i.owa Z4-7097005 A EXIST FIX TO REMAI -C- D PIER EXIST FIXED PIER TO REMAIN REMOVE AND DISPOSE APPROX (4) TIMBER PILING AND CROSS BRACING cc EXIST FLOAT TO REMAIN EXIST GANGWAY TO REMAIN 1\ 1 J I REMOVE AND DISPOSE BOAT HOUSES TO BE J REMOVE AND DISPOSE //Q PILING, TYP MOVED BY PORT (NIC) PILING, TYP EXIST GANGWAY L_ TO REMAIN EXIST FLOAT TO REMAIN 15 V J 0 EXIST FLOATS, UTILITIES AND PILING TO REMAIN EXIST FLOATS, UTILITIES AND PILING TO REMAIN 161 1E 4 0 n i DR ADDITIVE :BID #1 EXISTING SITE AND DEMOLITION PLAN SCALE. 1 =30' -T -0- KEY MAP NO SCALE N_ EN IN a O EXIST FLOATS, UTILITIES AND PILING TO REMAIN "s£ f 116 EE Irv. 1 111 4 11 r c.TF'" 1 T11SITh' 3 f SCALE IN FEET 30 0 3o ING PERMIT SUBMITTAL EXPIRES 9/29/0 I 0 cn 1 =30' °rs.SMK 's E 0 °R DJO JJS C 1 1 NOTE. IF "L DOES NOT MEASURE 1 "'E 2/15/07 ADJUST SCALES ACCORDINGLY I: \24 \00 \005 \DESIGN \4005- C11.DWG nee 24 005 U i REMOVE AND DISPOSE PILING T REMOVE AND DISPOSE PILING REMOVE AND DISPOSE PILING BOATHOUSES TO BE MOVED BY PORT (NIC) REMOVE AND DISPOSE PILING EXIST FLOATS, UTILITIES AND PILING TO REMAIN L/K REMOVE AND DISPOSE PILING SCALE. 1 =30' SEAPLANE FLOAT TO BE REMOVED AND RECONNECTED BY CONTRACTOR REMOVE AND DISPOSE PILING HEADWALK FLOATS AND PILING TO REMAIN REMOVE AND DISPOSE PILING BOATHOUSES TO BE MOVED BY PORT (NIC)� EXIST FLOATS, UTILITIES AND PILING TO BE REMOVED J/1 REMOVE AND TRANSPORT GANGWAY TO STAGING AREA GANGWAY, REMOVE AND DIPOSE GANGWAY UTILITIES SEE ELECTRICAL AND TRAFFIC CONTROL DRAWINGS FOR TRENCH IN THIS AREA EXISTING SITE AND DEMOLITION PLAN REMOVE AND DISPOSE \yam FLOATS, UTILITIES, AND N' PILING I REMOVE AND DISPOSE PILING 1. REMOVE AND DISPOSE OF TIDAL GRID EXIST FIXED PIER TO REMAIN BOATHOUSES TO BE MOVED BY PORT (NIC) 4 I( U LU En w w 30 LEGEND NOTE. SEE ELECTRICAL PLANS FOR ADDITIONAL DEMOLITION REQUIREMENTS SCALE IN FEET 30 TO BE REMOVED M EXIST MUD LINE, ELEV VARIES 60 EEO 'TIMBER XIST CR PILE TO BE SOTE TREATED PULLED OUT OR CUT OFF AND REMOVED G (SEE NOTE) r 111m�* '1' J1\1 II .L'm- U T1" NOTE. EXIST TIMBER PILES SHALL BE FULLY EXTRACTED BY DIRECT PULLING WITH A CRANE BARGE OR VIBRATORY HAMMER. HYDRAULIC WATER JETTING WILL NOT BE ALLOWED. IF AN EXIST PILE CANNOT BE EXTRACTED, THE PILE SHALL BE CUT TWO (2) FEET BELOW MUD LINE TYPICAL PILE REMOVAL SCALE. 3/5' =1 -0' NO SCALE BUILDING PERMIT SUBMITTAL !EXPIRES 9/29/0, I Z 0 a. O 0 g), z L6' ce a W W Q •Cr a Q c c o Q Z z c W i aa Q 2 0 F-- O N m W S cuE 1 =30' oes. s DJO Cl 2 JJS NOTE. a SIMS IF "L DOES NOT MEASURE 1 °.,,E 2/15/07 ADJUST SCALES ACCORDINGLY I: \24 \00 \005 \DESIGN \4005- C12.DWG Fs-. 24 005 1. EXIST BLDG EXIST GANGWAY UTILITIES; FUEL FLOAT AND BUILDING TO REMAIN REMOVE. AND, DISPOSE. FLOATS, UTILITIES, AND PILING 0 0 REMOVE AND DISPOSE FLOATS, UTILITIES, AND PILING 12 7 12 5 •.'EXIS'TWORK• PIER. AND :FLOAT TO' REMAN Q I \I 6 MAPIN REMOVE AND DISPOSE FLOATS, UTILITIES, AND PILING EXISTING SITE AND DEMOLITION: PLAN SCALE. 1 =30' DO NOT BLOCK EXIST MARINE RAILWAY OPERATION. REMOVE AND DISPOSE LOATS, UTILITIES, AND PILING N\ •-s-._.-s ,N.-' ,N• IV .;X•.. I .1N N. N' .,7' '0' :5- C' '0 C '0' -t5' REMOVE AND DISPOSE FLOATS, UTILITIES, .:Avp REMOVE AND DISPOSE FLOATS, •UTILITIES, AND :PILINQ •.7t. SCALE IN. FEET 7.1.11• 01111.111.1.1, 30 0. I 30 60 BOAT RAMP; FLOAT'A 12. REMOVE AND DISPOSE ELOATS, :UTILITIES: AND :FIXED PIER CO. TO REMAIN.-\ 1 su N R€TE RATR REMVE AND;,01tpOst E(pAT,s; UTILITIES, AND. PILING Q Q N N N N N N N\ \X\ C& MARINE RAILWAY TO REMAIN REMOVE. AND TRANSPORT GANGWAY TO 'STAGING AREA CONCRETE' ABUTMEc\IT TO REMAIN. 7 7- J7 REMOVE; ANDY •GANDWAY' TO STAGING' AIRE.,A ,I 4: ,N \I FIXED PIER \I TO REMAIN LI N'I /I-- 1 1 Y ID I P T9HFEMAIN• :•,-5:. I 1 I L \\I I 'S*,S I NI. N N 'N. I N ,N• ‘p• 3'. •j REMOVE AND TRANSPORT GANGWAY TO STAGING: ARO :RELOCATE' EXIST -TELEPHONE 'POLE, SERVICING 'TELEPHONE BOOTHS SAWaUT ,ASPHALT, FOR NEAT LJNE EMS BLDG FIXLDS•HtR' TO BE :OEMOVED• -AND.•DISPO5ED •I: EXIST BLDG: ,th,tho ri.t11767-11-7*- II 1 L.:1' I T: t it ui lrli 4.9.43.4 6 1 'KEY :MAP NO SCALE' BUILDING: PERMIT SUBMITTAL jf3EMOVE AND:'TRANSPORT STRUCTURE. TO STAGING AR,EA LEGEND NOTE. SEE 'ELECTRICAL PLANS FOR ADDITIONAL DEMOLITION REQUIREMENTS 1 TO BE REMOVED IEXP.IRES 9/29/0 NOTE. IF 'L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY I; 00005 DESIGN \40057C13.DWG V) 0 z Lt1 _J 0 0 0 Ct W 0> 0_ 0 I: P••75 co t C•J rr, 0 ce 6 .41 1=30 oEs. SHEEN 0 T: .DJO 3 JJS I lof smrs TERT 2/15/07 24-00-005 r I DO NOT -BLOCK ACCESS TO; AND FROM N-DOCK .1 0 'RE /A 4, 11 P ijL i n] nrni 5 L... L I 1 1 r. 5 ,11 5-I s l• MARIN t ;•7' -e +----i.k.' L._, r 1 I .-1 -A i 1 7 1 DR 0 DEBRIS BOOM AND TURBIDTY CURTAIN, TYP SEE NOTE 1 SEE Ji 0 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN: SCALE. 1 480' .4) 80 I 1 4 1. i I 1.1 'i 1 ..,:i I 7 z ,t, SCALE IN-.FEET 0 pr- NOTES. .FURNISH, INSTALL .AND MAINTAIN DEBRIS' CURTAIN. :DURING, ',ALL oNdutorsv-AcTivittts. ADJUST- LOCATION PER' PHASING :PLAN:. AS NECESSARY MAINTAIN TO. MEET REQUIREMENTS IN THE IPLANS, .SPECIFICATIONS, AND -PERMIT .REQUIREMENTS. 717BING PERMIT SUBMITTA 0 0 0,1 00 z 0 1— z LIJ IJ Z 0 5 Z L Z 0 0 Cr (7) 0 0 CC 0 LAJ CC 0 Id 1— 1 =80' DES. sm K S'EOT DJ 0 j js 1 NOTE. 10F 51.03 .IF "L DOES NOT MEASURE 1 °A 2/15/07 ADJUST. SCALES ACCORDINGLY ,1:\21\00\005M:JESIGN\4905-621.DWG ',L5' 24-00-005 mac,: N N N I LIFTING RODS FILTER BAG, SEE 'NOTE 7 SECTION, CATCH BASIN SEDIMENTATION CONTROL NOT TO SCALE EXIST GRATE FILTER BAG EXIST CB LENGTH AS NECESSARY FOR BALLAST POCKET TO REMAIN 5 FT ABOVE THE MUDLINE AT ALL WATER LEVELS FLOTATION, IMPERVIOUS TURBIDITY CURTAIN BALLAST POCKET DEBRIS BOOM AND TURBIDITY CURTAIN NOT TO SCALE .TEMPORARY EROSION ANIY SEDIMENTATION NOTES 1 TAKE CARE TO' PREVENT DEBRIS. 'FROM 'ENTERING' THE' WATER' DURING CONSTRUCTION AND REMOVE .DEBRIS PROMPTLY 'IF -IT DOES' .ENTER THE WATER. MATERIALS AND' CONSTRUCTION' METHODS 'SHALL BE. USED WHICH PREVENT' TOXIC MATERIALS.. :PETROCHEMICALS _AND' OTHER POLLUTANTS FROM:. ENTERING SURFACE WATER. DURING'. AND. AFTER CONSTRUCTION'. APPROPRIATE.' EQUIPMENT AND MATERIAL FOR HAZARDOUS MATERIAL, CLEANUP' MOST .BE KEPT AT '.TH SITE. A. ABSORBENT MATERIALS MUST :BE' EMPLOYED IF A PETROCHEMICAL 'SHEEN IS -OBSERVED MATERIALS SHALL REMAIN' IN PLACE UNTIL ALL POLLUTANTS HAVE BEEN: COLLECTED -AND SHEENS -DISSIPATE. USED ABSOUPLAND•RBENT: F 'MAT.ERIALS' °SHALL BE 'DISPOSED OF IN: AN:.AP.PROPRIATE ACILITY• 2. ALL DISPOSED-''MATERIALS SHALL BE DEPOSITED 'IN, A .LANDFILL, -WHICH MEETS' THE -'LINER' AND''LEACHATE 'STANDARDS; OF THE MINIMUM FUNCTIONAL STANDARDS; CHAPTER, 173' -304 VAC. 3. COMPLY WITH PERMIT' REQUIREMENTS. 4 'IN WATER'-DEBR CONS BTOOM RUCT CU ION. RTAIN'•SHALL BE DEPLOYED AROUND WORK 5. TO CONSTR U TURBA 'ERNCE: OSION: "CONTROL .MEASURES .MUST 'BE .INI PLACE PRIOR 6 NO SEDIMENT SHALL BE TRACKED INTO THE 'STREET OR- ,ONTO PAVED SURFACES. SEDIMENT SHALL BE. REMOVED FROM, TRUCKS' AND EQUIPMENT ;PRIOR TO LEAVING "THE SITE. IN' THE .EVENT OF FAILURE OF THE EROSION' `CONTROL SYSTEM. RESULTING IN. SEDIMENT BEING TRACKED' -ONTO PAVED, SURFACES', THE CONTRACTOR'' SHALL IMMEDIATELY IMPLEMENT'_MESURES TO-CORRECT. THE SITUATION `AND. .ST SWEEPING'SHALL. BE EMPLOYED 'ON,_AN 'EMERGENCY ;BASIS. IF STREET SWEEPING 'VEHICLES. -ARE :UTILIZED THEY SHALL -BE. OF THE 'TYPE THAT ACTUALLY;REMOVES- THE.SEDIMENT FROM THE PAVEMENT 7 'CATCH BASIN' -INSERTS, MEASURES': TO CONTROL, TRACKED- SEDIMENT AND OTHER' -BEST-, MANAGEMENT 'PRACTICES. AS REQUIRED-TOREVENT EROSION AND' DISCHARGE OF' SEDIMENT 'WASTE MATERIALS ON THE UPLANDS SHALL BE,-INSTALLED !N' -ALL LOCATIONS ON< SITE WHERE CONTRACTOR. TRUCKING -AND LANDSIDE ACTIVITIES .WILL OCCUR. BUtLDI.N:G PERM °IT SUBM?ITT: 7 Z 0 1- O H a w W. Z w U1 I_z _N.� 6 Li o F W cc 0 a w ce Z a g 0 0 CO a w F- °A AS NOTED EXPIRES 9/29/[if I "'SMK r"' o DJG I C2 2 L JJS NOTE. Fe !or °L -DOES NOT MEASURE 1 E 2'15/07 "ADJUST SCALES- ACCORDINGLY I: \24 \00 \005 \DESIGN \4005- 022.DWG Fl° 24 -00 -005 I ti END 48x 7a. 48 K/L 100' K/L TEMPORARY TRAFFIC CONTROL PLAN SCALE. 1- =30' L I/J 125' --0 TEMPORARY TRAFFIC• CONTROL PLAN SCALE. 1 ='40' A/B 1. El El *100' SCALE- IN'FEET 40 0 500- :MAX',. L. BO END ROAD :WORK 020=-2A ae 24 KEY MAP NO SCALE f r J •BUILD.IN.G:PERMIT SUB,MITTA;L 2 0 a 5 DES.SMK 'SKEET NO "DJ C2 3 JJS. NOTE. IF' "L DOES NOT MEASURE 1 °A 6 2/15/07 ADJUST SCALES ACCORDINGLY 'I: \24 \00 \005 \DESIGN \4005- C23.0WG NO 24 -00 -005 i El i s f i l' W 1 1 f f .6 u.,..., 1 k 1 r 51 12 r H 1 i,. 1 ,-.11 I I- i i I 1 I 1-.. L 1 I 1 1 I. I 1 i:,.- h 1 1- I H--.. 1 1 1 -r---__t_l I i i 1-- .1' --1 I i 1 t 4,_.„.....„-- 7 4.-, ..,5 v-7---- f i 11 H 4 0 N A FLOAT AND PILE :PLAN ADDITIVE BID: 1, SCALE. 1 =30' -0- 30 NOTE, SCALE IN FEET 0 30 MIN 60 COUPLER EXTENSION MAYBE USED !WHERE POSSIBLE, OTHERWISE USE NEW THRU ROD. IF WALER REQUIRES MODIFICATION, REPLACE 'FULL WALER LENGTHS MATCHING EXIST SPLICES. THRU RODS SHALL BE REPLACED WHEN DAMAGED. S UTILITIES IN WAY OF FINGER CONNECTIONS ARE TO BE RELOCATED BY CONTRACTOR: 1 r [I T H "--3 y A C C 1. R. r b c., 0- i r .1 I I V .i(7! 7t----- c -J 1--1 E 0 I "-71 5-1 I 1 r I Th r 1 I -11'1 H d sil i 9._ 1 1 .1 1 "r ,1 i' 11 II I :32:0 1 I 5.0' ATTACH NEW FINGER'S AND TRI-FRAMES- TO I I. ij 'L I'l I 1 2.0' TYID: EXISTING FLOAT BY THRU-RODS, TYP SEE NOTE 1 1_, i .1 1 I I 1.11 1P-141/+' 629 LF (PILE TIP ELEV -41') i i t ibi/./ .(34) 50' SLIPS c-. H H 14 I 7 y i/ I C----) V- ,-1 j 1' Id /I I, 'l :fp /I, (ipifif- 1 .1 11 I- ADDITIVE BID #1- ,s7 11 j 1 i 1 I I I 0 1 I I I 1 1 j i 1/0 V/ 0 ri ii HIP/hi 17 l' I 5 1 --1‘ 1 i 1 1J .r jilt) (1 1 i u i I 1 sr 1 s- l I ,P Ca.), .1 er I EXIST FINGER TO :REMAIN V. k, '1..:..1---, i .t.. A 1 0 0 N‘ —L.-- -----t:- ':',.t-'.2_:-.-.-- -7 =_7_17 1 _:._7 --...-7--Zi."--7=1"-=----.-z----: ,,---.1_--- ..f______ tr- .1-,-.-.: „,:i. .--...,....„„,,,„4111E:.1.177_7z. —7-_- BUILDING KEY MAP I f LA-1 1.1.1 if FLOAT PILE DATA PILE SYMBOL I TOP ELEV DIAMETER' WALL, THICKNESS 0 I 415.0 12740 x 0,5757 STEEL. 0. I +15.0 10444 itL.355" 'STEEL.; PILE EMBEDMENT BASED ON APPROXIMATELY 24 FEET, BELOW MUDLINE. PILES 'DO NOT REQUIRE GREATER: THAN 18 FEET INTO-DENSE, GLACIAL TILL WHERE HARD 'DRIVING IS ENCOUNTERED. f :g T 5-- 11141441/4, 1 1 JTV 1. 9129 /(4) I DES sMK 1 SHEET MO DOES' NOT MEASURE 1 DO7 2/15/07 000 I N F OT E L ADLIUST .SCALES ACCORDINGLY PERMIT SUBMITTAL 4 00 005\ DESIGN 4005-C31.DWG 24-700005 1 l' 1 %-w ,0 o. DRIVE (8) BOATHOUSE e RECONNECT SEAPLANE FLOAT PILING AT LOCATIONS DETERMINED BY PORT",S BOATHOUSE RELOCATIONS, 1 TYP C 0 1 I t 3 i 1 -s.„ 7 'c 1 1 1 .E.ri PILING _SET BACK 12 CLR FROM, CONC EDGE OF FLOAT TO FACE. OF PILE ADDITIVE BID' 2, SEE SHEETAC14 e N SUPPLEMENTAL FLOAT AND PILE 'PAN SCALE. 1 =30' 0.- c 1 i i I 1 1 •I 1 t I' ci i fo .f. i i u i f 5, --H:-'. •e-, —I 1.1 --f. I a. ,„1 1-=' 2 1 CONNECT NEW FLOATS i TO EXISTING FLOAT' WITH NEW THRU RODS Ai‘4-D------ -.4 .-=-F TRI -FRAMES, TYP 1 CONECTION FLOT ATION T0--TO-ADJUST---7 LJT 7. I c'., EXISTING FLOAT FREEBOARO-T 6= TT= 7 -(7-- MATCHTTH,E"NEW_ELOAT- FREEBOARD _Utirr -K-/L SUBST/41014 1/J 45 Qii,4_1tD• GANGWAY-5 CLEAR --(SEE 'ELECTRICAL L-E -(SEE-ECTRIGAL NOT-PROTRUDE P-tR- StOt OETWEEN. TR )SSEST 6. w Z 0 ,SCALE. IN FEET MEN Mil IMMO 30' 0 30 1 FLOAT PILE DATA 1 SYMBOL TOP ELEV DIAMETER WALL THICKNESS O. +15.0 x STEEL: 111/ 1 +15:0 10440 x 0365 STEEL PILE EMBEDMENT' BASED ON APPROXIMATELY' .24 FEET BELOW MUDLINE. PILES 'DO NOT REQUIRE GREATER THAN 18 FEET INTO DENSE TILL WHERE HARD DRIVING IS ENCOUNTERED. ,(f rr nimutTiti:3411'IliFillit117111171411111.1411i4' TW) 1 1 60 KEY MAE NO SCALE BUILDING-. PERMIT SUBMITTAL I EXPIRES 9/29/0/ 15""T "O' IF DOES NOT MEASURE *1 /15/.07 /kW "L UST SCALES 'ACCORDINGLY NOTE: \2 DESibN \4005-C32.DW6 24-00-005 cNi 0' 7=7 r. .t. i k-..,. I f,_.....■: f." e.) 1 :_r 45 0' .e e) 33.0' TYP 5.0' 1 29.0' 1/1 4.0 TYR," TYP 0.) r r Fm Thin Or FLOAT •AND .PILE PLAN SCALE. 1 =30' (PILE TIP ELEV -35') (29) 36' SLIPS (t- e) l 1 I 1 c 6, 1 1' I, v) u., L I. 7 1 c--- I L r (32) CY-SLIPS C3.5 8. 1 I t t C I. 4 1 :111 t.rt: .jI t 1. 1 11 1 11 .1 1 I t i II Ali ,o 1 ,I w co Li U s _.3 (PILE TIP ELEV cv n i r 1 e., I -ss 0) ‘1 .0) s. 0 e) N -s'-' le- --f/ ss s '•--s- e-s)•-'1 fl I i■ ss S 0 4 1; C' k I I 1l 1 S I 1 's if Cle' 5 r fs ..t_s --s- s t <5 7 0 0 c L To 0 -i___:5' ,c 3 1 c 1:\i 5 r--- .p c I I, 11 I I Ii '2 -LY C rk J... C. 1 t-, 3 s', 1 '1111, 1 1 s.... -4 i 'I II I 0 •r s-sp c-r 1 i I e: I 73- C i f I 4, t I)11 -0 4-4.5' I I 1 36.0'. 5.0' --'''c C 1 i ---7, f l'e 1 1 r e f 623.5 P L (PILE TIP ELEV -36') 1 TYP r k l TY K J 2 if' '7).:---. y..„ d (32) 50' SLIPS L J r ._i r 60 GRATED 'GANGWAY 5-0 CLE AR .---R I -7-- 1 C." 'BETWEEN. TRUSSES, HANDRAILS' SHALL NOT C t J''' 1- \L;1't,y,. M ORE THAN: 3" ...ptR SIDE INTO 'C. •FED-tVERWY 11.0' d t )Nr co 8-0' Q I )1:1 1. 1) J.' 45 GRATED •GANGWAY 5'-O' CLEAR r'tt, J/ EXIST OPENING ON PIER) HANDRAILS I t I 14 •I 'BETWEEN' TRUSSES, (FIT WITHIN f Afl t) s• f t.) E., SHALL NOT PROTRUDE MORE. THAN 3' 44 SIDE INTO :CLEAR SP CE 'Is t SI 0 r: f•1 'IP t if' I r is i GANGWAY 3, .1 .1f1 1 I li l 'PL. b 6 I j!, irl! .,1 I CONNECTION, 'SEE I II.. 1 1111 11! 1 1 11-11 C 0 1'` 6 ilit 0 t 3..0 k, V 17O' c 1(I:(11(c111 I lot ,y1 1 II Typ I I/ I'. 1 'silt II •-s•r•-•-> I II 0 o l S' s. S '1W .W1 1 11 A 1 011.041 1 .1i 1 :1 110 0 t s 1 cf,) CONC ABUTMENT UTN 84....,6A.NWAY .P., j 'L:i _I CONNECTION, .SEE f UNIT SUBSTATION E/F UNIT SUBSTATION •C/D 4 SCALE IN FEET 11 30 0 30 60 II h I". 0. f' tk, II 141'0 1110 SUB G/H 80! GRATED GANGWAY '6'770' CLEAR' BETWEEN 'TRUSSES, HANDRAILS. SHALL NOT PROTRUDE MORE THAN 3' PER 'SIDE INTO' CLEAR' SPACE• EXIST BLDG EXIST BLDG -4- 1 CONC ABUTMENT MODIFICATION, SEE/ KE( MAP- ;19 i '0 .A UNIT SUBSTATIGKI ``,..UNIT_SUBSTATION .A/B J 1 V V \\\I ,.PILE SYMBOL. I, TOP ELEV .D WALL THICKNESS -2 0 x 0365 STEEL ,+15 1 ci-N. .0 12-% 0 x 0375 STEEL PILE 'EMBEDMENT BASEb APPROXIMATELY •PEET. BELOW MUDLINE. PILES' DO NOT .REOIJIRE. GREATER THAN 'r :7 +15 .ENCOUNTERED 18 FEET INTO DENSE GLACIAL TILL WHERE 'HARD' DRIVING IS "'FLOAT PILE DATA 1 4 -1 01 PER s NO SCALE NOTE. IF DOES NOT MEASURE 1 BUILDIN:G. ;PERMIT, SUBMITTAL. "ADJUST -SCALES ACCORDINGLY L\24 \40057C3.DwG, 24-00'4-005 L I EXPIRES" 9/29/01, I 1 =30' "'SMK 1"""° DJO C3 JJS C*7 2/15/07 a i„ 4.v. f('..ev, 'f- c i ..i.• ,t,..":-•`.. j -17 -k -0 ',TRANSIENT rEOAT, 0 •-CONC,..AF311TVNT AND GANGWAY CONN ECTION 1 I N'4. I -EXIST \i 1. FLOAT.AND,,;01-4pLAN,.t. AODITIVE, B11") SCALE. 1 .=-30' EXIST SLAB, GANGWAY CONNECTION AND- VALVE sox TO REMAIN 30 SCALE IN FEET ,i,. .AA A 7 -r- 1 T ,I C57 -`SI. _1 /,'-'j ADDITIVE :BM 4,2 1 f r-- _7 i 1 M:11 30 60 N NotE: CONTRAGtOR SHALL FIELD. VERIFY FINAL LOCATION OF TRANSIENT 'FLOAT FOR -MINIMUM, '1 -O CLEAR BELOW 'FLOA"1 BOTTOM At '.7=40' TIDE. FLOAT FILE DATA, I' :ELEV :.1,DIAMETE WALL 'THICKNESS 6,, ;12 I.," 104 ria x 0:365 STEEL 'P.iLE' EMBEDMENT BASED 'ONI,APPROXIMATELY• 24 FEET PELOW MUDLINE. ..PILES ;DO NOT: GREATER THAN- 18 ,FEE'T INTO.'DENSE: GLAbIAL TILL WHERE 'HARD •DRIVING, -IS' ;ENCOUN r.li-T 4 1n KEY MAP NO SCALE m '°NAL "AL' =30 !EXPIRES 9/29/D8 I 1 N8TE. 'ojo: JJS SMK 1""" C3-4 I :flan "L DOES NOT MEASURE 1 BUII_DING PERMIT 'SUBMITTAL ADJUST SCALES ACCORDINGLY e 24 00 008 STEEL PILING (LOCATION VARIES) C3.2 12 CLR FROM EDGE OF CONC (DOCKS 1/J K /L) VARIES MODULAR FLOAT SECTION SCALE 3/4 =1 —0' POLYSTYRENE INNER CORE CONCRETE PONTOON OTE. ALL UTILITIES NOT SHOWN. SEE SHEET C4.3 AND ELECTRICAL SHEETS FOR UTILITY INFORMATION. BUILDING PERMIT SUBMITTAL RUB BOARD 1 EXPIRES 9f29/(X6 1 1 i I NOTE. F "L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY 1: \24 \DO \005 \OES1GN\4005 C Z 0 O w L Q Z O Cr 0 X W O 0 Q 2 Q co AS NOTED °Es SMK s„cer o JS C35 2/15/07 "V 24 -00 -005 r r LJ yr Cr \t i L-- UTILITIES. ON DOCK 0 SHALL BE RELOCATED AS _REQUIRED TO ATTACH ANGERS C ii 5 C 1 0 r -J .O. r J L/K LJ LIFE RING, p i OR NG S �x T t I UTILITY PLAN SCALE. 1 =30' IN FIRE EXTINGUISHER —CABINET TYP,, SEE. 4 1 j G43' DOUBLE HOSE 'BIB, TYP SEE LIFE RING CABINET, TYP SEE7� _6 FIRE STANDPIPE RISER TYP 'SEE S F' 'LIFE y I RING' O l w ti Lig RIN RING TRANSIENT FLAT J /I r FIRE .DEPT CONK, s TYP SEE ADDITIVE BID -2 'CONNECT TO ,EXIST i3 �RINJG� 5' N U w 2 N W w U) w z J 0 ,--fa x 7: w CONN-TO- E-XISL Jv FCEX' HOSE -J TTYP__ GAN.GWAY-- UTILITY CONN, SEE�1 o (UNDER- EXIST..PJER SCALE IN FEET NOTES POTABLE WATER'. AND FIRE PROTECTION SYSTEMS AS SHOWN 'ARE SCHEMATIC'. SE E SPECIFICATIONS -FOR' ADDITIONAL 'REQUIREMENTS. 2; -SET UTILITIES, AT ;EDGE' OF FLOATS -EXCEPT FOR SIDE TIES: FREEZE VALVES SHALL BE LOCATED A MINIMUM OF 1'2" ABOVE THE MARINE WATER. LEVEL AND. SHALL -BE ORIENTED TO DISCHARGE AWAY FROM, THE. DOCK AND INTO MARINE WATERS. 4 DRAIN' VALVE SHALL BE LOCATED- AT- CONCRETE DECK :LEVEL, BELOW. THE.ELEVATION' OF THE HOSE -BIBS. LEGEND DOUBLE HOSE BIB FREEZE .VALVE SHUT VALVE •o+- DRAIN' VALVE FIRE EXTINGUISHER- FLEXIBLE.-HOSE —W— WATER LINE F= FIRE .LINE FIRE STANDPIPE ORING LIFE' RING FDC FIRE ,DEPARTMENT CONNECTION KEY -MAP NO SCALE ?Cilttiryi ;tt 1 1 t1a hitifiti 1:14.143* 14t-LTV r I EXPIRES 9/29/04S I "".1 =30' ES.SMK I SHEET NO cR DJO 1 30 .0 31 .I,. ,L J JJS NOTE. F S I'« swrr. IF 'FL, DOES NOT MEASURE 1 2/15/07 BUILDING PERMIT .SUBMITTAL A I.\ 4 \005 \DE51 N \4005- C41.DWG v °�24 -00 -005 EXIST 3LDG c; I' 2" HDPE W 1-4-1 w HDPE L n INC .3 1-11H T 7 n t• V HIH 0 0-1 F r I-1 h 1 2 HOPE v I c qt f s I I 11-I 1 1 1 W H LIFE RING 4 HORE'. II I TWAT' OD-PPEEN=1: II; (ThlifFE 'T 1_IFE 14' T If 1 1 1 I I DOUBLE HOSE BIB, TYP SEE 4 F— -C\ n Ks) s LIFE 1 0 UTILITY PLAN SCALE. 1 =30' 1-1 114 E**, HIH F 4 7 :0 J I flLIFE PIN C 0 2' HDPE F*4 114. HIFI 1 1 11 i• I I I. C. 'I' I .FI D D P P E E t2 1 171- Ul 90 1 C- I V 0 ,-1.-- „-1 11-1 11 HIFI 1I I l i I 2. -27\ 1 f 1 WI\ r- I 1•'1 0 I i 1 ,1, 2" MC/PE I 4 -HDPE _f i jiH, 5 I ,„,--1 1 i i' C I o II) ill II FIRE STANDPIPE' 'RISER, TYP SEErT\ II I I IIIP i 1 j 1 2 4r---- I i j 1 l e REDUCED-PRESSUR 11 1 t MI L I r v 4 V CONNECT X CO BACKELOW ;PREVENTORSh, COI HDPE,...- ,-.-,..-.,z- HDPE w NH 1 174 ---'LlIR (I l' 4 .1, -''s V I W 4 SCALE IN FEET 4, 4 42 ,,:et I j( 1 cE. Ty FIR p E s D E E E PT CONN, I ,n: l it'IG I „?:i.:11'1:1 i -::-I'' (r '147- L'Ill 11 1 t-' 1 'I T c 1 ?•*)-ci,, A-cf,, I 1 ,i0H 1, ri z s ii 1 i .,),:04,r, :i ed, ,.,,,I,.1,11,,, i, I V IV 4" (:)_1-IFE OF_E----._,- -.0." _,-,----,Z,RING, ''T‘ EIRE-EXTING.USHER_ --7 -Qt F ist E G P 1 ki WO t 1 LT- 'DAEkNET :SEE: 1 i fffitWV, I KEY MAP NO SCALE FCC EXIST BLDG TYP GANGWAY UTILITY CONN, SEE CONNECT TO EXIST REDUCED PRESSURE BACKFLOW PREVENTORS EXIST BLDG NOTES 1 POTABLE WATER AND FIRE PROTECTION SYSTEMS AS SHOWN ARE SCHEMATIC. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. CONNECT FLEXIBLE HOSE AT SEAWALL, SEE 3. CONNECT TO FLEXIBLE HOSE AT 'hiEADWALK, SEE 4 SET UTILITIES 12' BACK FROM EDGE OF CONCRETE ON LINEAR SIDE OF DOCKS. 5. GROUP CABINETS AND POWER CENTERS TOGETHER' 6. FREEZE VALVES SHALL BE LOCATED A MINIMUM OF 12' ABOVE THE MARINE WATER LEVEL AND SHALL BE ORIENTED TO DISCHARGE -AWAY FROM THE DOCK AND INTO' MARINE WATERS. 7 DRAIN VALVE OUTLET SHALL BE LOCATED ,T CONCRETE DECK ,LEVEL, BELOW THE. ELEVATION OF THE HOSE BIBS. LEGEND DOUBLE HOSE :BID s? —W- -7- F— oe LIFE FCC FREEZE VALVE- SHUT OFF VALVE DRAIN VALVE FIRE EXTINGUISHER FLEXIBLE HOSE WATER LINE FIRE LINE FIRE STANDPIPE LIFE RING FIRE DEPARTMENT -CONNECTION [EXPIRES .9/29/IS I NOTE. IF ".1_ DOES NOT MEASURE BUILDING PERMIT SUBMITTAL ADJUST SCALES ACCORDINGLY \24\00\006\DES■GN \4006C42.DWG 1 I s 7 P Di C4 JJS 7 2/1 VE))7 24-00-005 2. NOTES. 1 (2) MIN x 2" EMBED ANCHORS. VERIFY CONC THICKNESS WITH FLOAT MANUFACTURER. POST BASE MOUNTING PLATE REQUIRES ANCHOR BOLT .EDGE DISTANCE MIN 3' AND MUST SPAN TIMBER WALER ON FIRE LINE SIDE. SEE. DETAIL 6" CRUSHED SURFACING BASE COURSE LIFE RING CABINET LIFE RING CABINET STAND 1% HOT- DIPPED GALV POST BASE, SEE NOTES SECTION SAWCUT 9' PIPE 0.0, HOSE BIB SUPPORT r 1% x1% x18' HOT DIP B GALV UNISTRUT 12 GAUGE 9' 12' CLR ON DOCKS L/K I/J 2' MINI V J 0 0 EXIST ASPH CONC PAVEMENT 3' ASPH CONC o0bo" o PAVEMENT °�o 4 FOUNDATION GRAVEL AS DIRECTED TYPICAL DUCTILE IRON PIPE TRENCH NOT TO SCALE 3 LIFE RING CABINET PLACEMENT MOUNTING L SCALE. 3/4 =1' -0" HOSE BIB SUPPORT 13¢'x1% x18" HOT DIP GALV UNISTRUT d 12 GAUGE A ELEVATION NOTE USE (4) 0 x 5 EMBEDMENT ADHESIVE ANCHOR BOLTS. COORDINATE BOLT PLACEMENT PATTERN WITH MANUFACTURER. z LEGEND O1 2'0 HDPE O 2 "x 2'x 2' TEE 03 2 "0 HDPE TYPICAL 2" DOUBLE HOSE. BIBB DETAIL 41C4. SCALE. 1 =1' -0" z zZ p 2 "X HDPE TAP FOR HOSE BIB 3 HOSE BIB HDPE WATER LINE HANGER 1 UNISTRUT HOT DIP GALV PARALLEL PIPE CLAMP 12 GAUGE RISERS. SHALL BE LOCATED IN CONJUNCTION W/ WALER SPLICES j 9 LARGE 20 LB FIRE EXTINGUISHER AND CABINET 1 BACKFILL TRACER TAPE TONING WIRE TYPICAL PLASTIC PIPE TRENCH NOT TO SCALE WALER DAPPED FOR PIPE HANGER, TYP 6' 'CRUSHED SAWCUT rEXIST ASPH SURF 1 CONC PAVEMENT BASE ACING 1 v. v° °09- 0 °V °V U U °°ZJ °r 3' ASPHALT 0 i oo CONCRETE °fir PAVEMENT BEDDING MATERIAL p j FOR PIPE =0 V r 3' TYP EXCEPT 12' CLR ON DOCKS L/K I/J MOUNT ON (2) 2x 4 PLASTIC LUMBER BLOCKS, USE (4) x 3XZ' GALV BOLTS AND GALV FENDER WASHERS, POST INSTALLED WITH CHEMICAL ANCHORS 4 FIRE EXTINGUISHER CABINET PLACEMENT MOUNTING 4 1,C4.4 NOT TO SCALE SEE ELECTRICAL FOR NUMBER OF SLEEVES REQUIRED 0 -0.000 SECTION 0, EXIST TIMBER j BULKHEAD AT J/I DOCK I• j; ul I,1i411 I rL TYPICAL FIRE STANDPIPE 'RISER DETAIL 4 1,C4.1 SCALE. 3/4 =1' =0" GALVANIZED 4'0 STEEL PIPE ELBOW 0 GALV STEEL 4 0 PIPE FL x SCREW DI PIPE J� Y 24x 24x' 4. ll CONC COLLAR ELEVATION ELEVATION RESTORE SURFACE 36'x36 "x8' CONC COLLAR WRAP PIPE THROUGH CONCRETE .FDC PER. CITY OF PORT ANGELES REQUIREMENTS. THRUST BLOCKING 1 -4' DI .90" .BEND FLxFL NOTES. '1 -4 ADAPTER DI. FLxMJ WITH "MEGALUG" FIRE DEPARTMENT CONNECTION (FDC) DETAIL 4 NOT TO SCALE (DOCKS K/L J /I)' LEGEND FIRE DEPARTMENT CONNECTION 1411cit PLAN 1 SIMILAR ELEVATION AT DOCK E /F CAST PIPE IN NEW CONC ABUTMENT 2. FOR TRENCH DETAILS SEE BUILDING PERMIT SUBMITTAL 4 0 HDPE 4 x 3'x 4 HDPE TEE 3 "x 2 1/2' SS WITH SS 3", THREAD/GALV IPT STEEL TRANSITION FITTING 2 1/2 "0 GALV STEEL PIPE DOUBLE 2 1/2 "0 GATE 'WYE HOSE ,.CONNECTION WITH CAPS AND CHAINS. 2' 0 WATER HDPE FIRE LINE HANGER HOPE 'WATER LINE HANGER HOT DIP' GALV UNISTRUT STRAP HOT DIP GALV UNISTRUT EXPIRES 9/29/0`6 I I "L NOTE. IF "L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY 1: \24 \00 \005 DESIGN \4005- C43.DWG O CU in CO AS NOTED OES.SMK S CET 0 DJ JJS 000 2/15/07 E 24 -00 -005 C4 3 v UNISTRUT W/ 4 PIPE CLAMP 4'0 GALV STEEL FIRE HDPE FLANGE V 4 0 GALV STEEL ELBOW W/ FLANGE 4'0 GALV STEEL FIRE FLOATING DOCK 4 0 HDPE FIRE 4 HDPE TEE 4 "0 GALV STEEL ELBOW W/ FLANGE 77 NEW ALUM GANGWAY NOTE. ALL STEEL CONNECTIONS AND FITTINGS SHALL BE LOCATED ABOVE MARINE WATER ELEVATIONS. NO SUBMERGED FITTINGS WILL BE ALLOWED. 4 GALV STEEL ELBOW W/ FLANGE 4 0 FLEX HOSE r CONC FLOAT PIPE HANGER, TYP J TYP FIRE CONN BOTTOM OF GANGWAY SCALE. 3/4 =1 —0' (DOCK E /F) 2'0 FLEX WATER 4 0 GALV STEEL FLANGE 2'0 FLEX WATER 4 0 FLEX FIRE GANGWAY UTILITY CONNECTIONS NOT TO SCALE (DOCK E /F) 4 0 GALV STEEL FIRE r 2'0 HDPE ELBOW 1 4 "0 HDPE FIRE CONN NEW SERVICE TO EXIST SERVICE CONC ABUTTMENT 1 MIN FOAM INSULATION SECTION HDPE PIPE JACKET N.T.S. 4 GALV STEEL UNISTRUT W/ ELBOW W/ FLANGE 4 PIPE CLAMP UQIE 2 "0 HDPE WATER ON GANGWAY (NOT SHOWN) SHALL BE. 2 "0 HDPE WATER 4 0 HDPE ELBOW W/ FLANGE 4 0 FLEX HOSE CONC FLOAT TYP FIRE CONN BOTTOM OF GANGWAY SCALE. 3/4 =1 —0' (DOCKS I/J AND K /L) EXIST FLOATING DOCK HOSE BIB SUPPORT 1% x1% x10" HOT DIP UNISTRUT 12 GAUGE UNISTRUT W/ 2' PIPE CLAMP 2' HDPE WATER 4 0 GALV STEEL ELBOW W/ FLANGE GALV H II 2" HDPE TEE 2'0 HDPE WATER 2 "0 FLEX HOSE NEW ALUM GANGWAY ,-2" HDPE ELBOW W/ FLANGE r CONC FLOAT TYP WATER CONN BOTTOM OF GANGWAY SCALE. 3/4 =1 —0' (DOCK E /F) 4 GALV STEEL FIRE 4 0 FLEX FIRE 4 0 HDPE FIRE, ROUTE PER PLAN EXIST 2" WATER 4 0 FLEX FIRE GANGWAY UTILITY CONNECTIONS AT HEADWALK NOT TO SCALE (DOCKS I/J AND K /L) HOSE BIB SUPPORT 1% xl% x10' HOT DIP GALV UNISTRUT 12 GAUGE UNISTRUT W/ 2' PIPE CLAMP 2 "0 HDPE WATER 4 GALV STEEL FLANGE r EXIST FIXED DOCK it y_L 4 GALV' STEEL FIRE 2 "0 FLEX WATER, CONNECT TO EXIST WATER UNDER FIXED DOCK 2 H DPE ELBOW 2 "0 HDPE WATER TYP WATER CONN BOTTOM OF GANGWAY SCALE. 3/4 =1 —0" (DOCKS I/J AND K /L) BUILDING PERMIT SUBMITTAL EXIST 2' WATER 2' HDPE ELBOW W/ FLANGE 2 "0 FLEX HOSE DJO JJS IC4 4 NOTE. IF "L DOES NOT MEASURE 1 A. 2/15/07 ADJUST SCALES ACCORDINGLY 1: \24 \00 \005 \DESIGN \4005- C44.DWG Fl o 24 005 J I EXPIRES /29/rTh 1E537 M 00 if, w Z o Q J_ O H J w Z mQ �Ce a 0 1 Z 0 0 o IX QQ a Q O a U) O 0 Z F-w Q 0> QI- aQ_ O O (1) Q U- O m AS NOTED D es SMK I5"eer "o GENERAL BUIL DING CODE. ALL MATERIALS, WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2003 EDITION. STANDAPF REFERENCE TO ASTM AND OTHER STANDARDS SHALL MEAN THE LATEST EDITION IN EFFECT ON THE BID DATE, UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED BY THE GOVERNING CODE. I DADS AND CRITFRIA GRAVITY IN ADDITION TO THE SELF WEIGHT THE FOLLOWING WERE USED FOR DESIGN: UNIFORM LIVE LOAD 100 PSF SNOW DESIGN DATA GROUND SNOW LOAD FLAT —ROOF SNOW LOAD SNOW EXPOSURE FACTOR SNOW LOAD IMPORTANCE FACTOR THERMAL FACTOR WIND DESIGN DATA. BASIC WIND SPEED (3— SECOND GUST) WIND IMPORTANCE FACTOR EXPOSURE CATEGORY EARTHQUAKE DESIGN DATA. SEISMIC IMPORTANCE FACTOR SEISMIC USE GROUP MAPPED SPECTRAL RESPONSE ACCELERATION SITE CLASS SPECTRAL RESPONSE COEFFICIENTS SEISMIC DESIGN CATEGORY BASIC SEISMIC FORCE— RESISTING SYSTEM[S] P 20 PSF P 20 PSF C 1.0 I 1 0 C 1.2 V 85 MPH 1.0 (OCCUPANCY CATEGORY II) D 1.0 (OCCUPANCY CATEGORY II) I Ss 1 12 047 D SDs 0 78 SDI 0.48 D N —S CANTILEVER COLUMN SYSTEM E —W CANTILEVER COLUMN SYSTEM DESIGN GANGWAY ATTACHMENTS PER SECION 9 6.1.2 OF ASCE 7 -02 AS REFERENCED BY IBC 2003. SHOP DRAWINGS AND SUBMITTAI S SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR CONSTRUCTION OF THESE ITEMS. CONCRETE MIX DESIGN CONCRETE REINFORCING STRUCTURAL STEEL EMBEDDED ITEMS IN CONCRETE CONTRACTOR SHALL REVIEW AND STAMP SUBMITTALS PRIOR TO SUBMISSION. IF SHOP DRAWINGS DIFFER FROM DESIGN SHOWN ON STRUCTURAL DRAWINGS, THEY SHALL BE SEALED BY THE WASHINGTON STATE REGISTERED PROFESSIONAL, ENGINEER RESPONSIBLE FOR THE DESIGN. DIMENSIONS AND QUANTITIES ARE CONTRACTOR'S RESPONSIBILITY AND WILL NOT BE REVIEWED CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS PLACED PRIOR TO RECEIPT OF REVIEWED SUBMITTALS. CONTRACTOR SHALL ALLOW A MINIMUM OF 10 WORKING DAYS FOR REVIEW SPECIAL INSPECTION, PER IBC SECTIONS 1704 AND 1707 SHALL BE PERFORMED BY A TESTING AGENCY ACCEPTABLE TO THE BUILDING OFFICIAL. STRUCTURAL OBSERVATION SHALL BE PERFORMED PER IBC 1709 EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. EXISTING CONDITIONS SHOWN ON DRAWINGS ARE BASED EITHER ON SITE OBSERVATIONS, ORIGINAL DRAWINGS, OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF EXISTING CONDITIONS DO NOT CLOSELY MATCH CONDITIONS SHOWN ON DRAWINGS, OR IF EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY NOTIFY ENGINEER PRIOR TO COMMENCING ANY WORK. CONTRACTOR— INITIATED CH■NGE5 SHALL BE SUBMITTED IN WRITING FOR APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO FABRICATION AND CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS OR SUBMITTALS ONLY WILL NOT SATISFY THIS REQUIREMENT CONTRACTOR RESPONSIBILITIES. DRAWINGS REPRESENT DESIGN OF STRUCTURE IN COMPLETED FORM. CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS. SEQUENCES, AND SAFETY PRECAUTIONS REQUIRED TO PERFORM WORK. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION, AND SOIL EXCAVATION AS REQUIRED SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS, AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. DISCREPANCIES. IN CASE OF DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS. REFERENCE STANDARDS, OR GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL NOTIFY THE ENGINEER OF DISCREPANCIES AND OBTAIN DIRECTION PRIOR TO PROCEEDING. NOTES ON INDIVIDUAL STRUCTURAL DRAWINGS SHALL TAKE PRIORITY OVER STRUCTURAL NOTES ON SHEETS SO.1 SO.2. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS SPECIFICATIONS. REFER TO SPECIFICATIONS FOR INFORMATION IN ADDITION TO THESE NOTES AND DRAWINGS. CONCRETE GENERAL STRUCTURAL NOTES REFERENCE STANDARDS CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS, EXCEPT AS MODIFIED BELOW ACI ACI ACI ACI ACI MATERIAL S. 301 'STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE' 318 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE' 304 'GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE' 311 'GUIDE FOR CONCRETE INSPECTION' SP -15* 'FIELD REFERENCE MANUAL A COPY SHALL BE KEPT IN THE CONTRACTOR'S FIELD OFFICE AT ALL TIMES. CEMENT AGGREGATES ADMIXTURES FLY ASH ASTM C150, C595 ASTM C33 ASTM C260, C494 AND C1017 ASTM C618, CLASS F OR C AGGREGATES THAT EXHIBIT DELETERIOUS ACTIVITY WHEN EVALUATED IN ACCORDANCE WITH ASTM C33 APPENDIX XI SHALL NOT BE USED SAND EQUIVALENT FOR FINE AGGREGATE SHALL NOT EXCEED 75. MAXIMUM LOSS ON IGNITION SHALL BE 1% CONC,RFTF SHALL BE PROPORTIONED TO ACHIEVE A WORKABLE MIX THAT CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. MIX DESIGNS SHALL BE SUBMITTED FOR REVIEW PRIOR TO USE. COMPLY WITH IBC SECTION 1305. MIXES SHALL MEET OR EXCEED THE FOLLOWING CRITERIA: TYPE OF CONSTRUCTION FOOTINGS, SLAB —ON— GRADE, RETAINING AND FOUNDATION WALLS, CONCRETE ON METAL DECK, NONSHEAR WALLS COMPRESSIVE TEST AGE STRENGTH (f'c) 4,000 PSI MAXIMUM WATER /CEMENT RATIO 28 DAYS 0 40 MIX SHALL BE PROPORTIONED SUCH THAT POST— TENSIONED SLAB DRYING SHRINKAGE NOT EXCEED 0.042 AT 28 DAYS (LABORATORY CONDITIONS) SUBMIT STRENGTH AND SHRINKAGE TEST DATA AND MIX DESIGN FOR REVIEW A MINIMUM OF TWO WEEKS PRIOR TO PLACING ANY CONCRETE. CONCRETE SHALL BE TYPE II, AS DEFINED BY ASTM C150. ADMIXTURES. ALL CONCRETE, INCLUDING SLABS ON GRADE, SHALL HAVE A WATER— REDUCING ADMIXTURECOMPLYING WITH ASTM C494 ADDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CALCIUM CHLORIDE OR OTHER CHLORIDE ADMIXTURES SHALL NOT BE USED. ALL HORIZONTAL SURFACES EXPOSED TO WEATHER SHALL CONTAIN AN AIR ENTRAINING AGENT COMPLYING WITH ASTM C260 THE AMOUNT OF ENTRAINED AIR SHALL BE 5% 1 -1/2% BY VOLUME. TESTS FOR AIR CONTENT SHALL BE MADE AT THE DISCHARGE END OF THE PLACING HOSE IN ACCORDANCE WITH ASTM C173. WATER /CEMENT RATIO SHALL BE MEASURED BY WEIGHT AND BE BASED ON TOTAL CEMENTITIOUS MATERIAL, INCLUDING CEMENT AND POZZOLANS SUCH AS FLY ASH AND SILICA FUME. MAXIMUM AGGRFGATF SI7F SHALL BE 1Yz BUT NOT MORE THAN 3/4 TIME THE CLEAR DISTANCE BETWEEN REINFORCING BARS NOR 1/5 TIMES THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS. MAXIMUM AGGREGATE SIZE FOR SLABS ON GRADE SHALL BE 1/3 TIMES THE SLAB THICKNESS. SI UMP REQUIRED FOR PROPER PLACEMENT SHALL BE DETERMINED BY CONTRACTOR AND SUPPLIER, AND INCLUDED IN MIX DESIGN SUBMITTALS. FIELD MEASURED SLUMP SHALL CONFORM TO SUBMITTED CONCRETE MIX DESIGN. SLUMP SHALL CONFORM TO ASTM C94 EMBEDDED ITEMS. CONDUIT AND SLEEVES SHALL NOT BE EMBEDDED IN OR PASS THROUGH CONCRETE WITHOUT APPROVAL. ALUMINUM ITEMS SHALL NOT BE EMBEDDED IN CONCRETE. SUBMIT CONDUIT LAYOUT AND EMBEDDED ITEM PLANS FOR REVIEW PRIOR TO PLACING CONCRETE. NON— SHRINK GROUT SHALL BE 'CONSTRUCTION GROUT' BY MASTER BUILDERS, INC. OR APPROVED EQUAL, AND SHALL BE MIXED AND PLACED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED CONSTRUCTION JOINTS SUBMIT CONSTRUCTION JOINT LAYOUT PLAN AND PROPOSED JOINT DETAIL FOR REVIEW PRIOR TO PLACING CONCRETE. CONCRETE REINFORCEMENT REFERENCE STANDARDS. CONCRETE REINFORCEMENT SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, EXCEPT AS MODIFIED BELOW ACI 301 ACI SP -66 ACI 318 CRSI CRSI WRI 'STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE' ACI DETAILING MANUAL 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE' 'PLACING REINFORCING BARS' 'MANUAL OF STANDARD PRACTICE' MSP -1 'WELDED WIRE FABRIC MANUAL OF STANDARD PRACTICE' MATERIALS. DEFORMED BARS EPDXY COATED DEFORMED BARS SEISMIC DEFORMED BARS* SMOOTH WELDED WIRE DEFORMED WELDED WIRE DEFORMED BAR ANCHORS BAR SUPPORTS WELDED HEADED STUDS ASTM A615, GRADE 60 ASTM A775 GRADE 60 ASTM A706, GRADE 60 LOW ALLOY ASTM A185, 65 KSI YIELD ASTM A497 70 KSI YIELD ASTM A496, 75 KSI YIELD CONFORM TO CHAPTER 3, CRSI MSP -1 A108 REINFORCING STEEL SHALL BE PLACED AND SUPPORTED IN ACCORDANCE WITH CRSI MSP -1 REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI SP -66 NO BENDING OR STRAIGHTENING OF REINFORCEMENT WILL BE PERMITTED AFTER PARTIAL EMBEDMENT IN CONCRETE. LAP ALL CONTINUOUS REINFORCEMENT IN ACCORDANCE WITH REINFORCEMENT SPLICE AND. DEVELOPMENT LENGTH SCHEDULE, SHEET 51 4 PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. tfELDING OR TACK WELDING OF REINFORCING BARS OUTSIDE OF PLASTIC HINGE REGIONS TO OTHER BARS OR TO PLATES, ANGLES, ETC IS PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED WHERE WELDING IS APPROVED, IT SHALL BE DONE BY AWS /WABO CERTIFIED WELDERS USING E9018 ELECTRODES. WELDING PROCEDURES SHALL COMPLY WITH AWS —D1 4 MECHANICAL SPLICING OF REINFORCING STEEL BARS SHALL BE THE FOLLOWING AND SHALL DEVELOP A MINIMUM OF 125% OF THE SPECIFIED YIELD STRENGTH OF THE BARS. LENTON (ER -3967) DAYTON /RICHMOND (ER- 4028), OR BPI (ER -3848) MECHANICAL SPLICES SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND NOTED ICC —ES REPORTS. SONCRFTF COVER: UNLESS NOTED OTHERWISE, MINIMUM COVER FOR REINFORCING SHALL BE. ELEVATED SLABS SLABS ON GRADE INTERIOR WALL FACES EXPOSED FORMED WALL FACES FOOTINGS BEAMS, COLUMNS GEOTECHNICAL ALLOWABLE BEARING PRESSURE OF 4,000 PSF IS ASSUMED IN THE DESIGN. THE OWNER SHOULD VERIFY AND ADVISE THE ENGINEER IF THERE IS A LOWER ALLOWABLE VALUE FOR THIS SITE. BUILDING PERMIT SUBMITTAL 3'a (1 AT FIRE RESISTIVE RATINGS 2 HOURS) 2 BOTTOM 3 /a 1Y2 #5 AND SMALLER), 2' #6 AND LARGER) 3" (2' TOP AND FORMED SIDES) 1 (TO TIES, SPIRALS, STIRRUPS) EXPIRE5,W,O /Od I NOTE. IF 'L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY I: \24 \00 \005 \DESIGN \4005— S01.DWG AS NOTED s SMK s "T NO °R DJO SO 1 JJS °A T 2/15/07 Flo 24 -00 -005 STEEL AISC AISC" AWS D1 1 RCSC EXCEPTION: FIRST SENTENCE OF SECTION 1.8.2 SHALL BE DELETED STEEL MATERIALS, TYPF OF MEMBER ASTM SPECIFICATION GENERAL REFERENCE STANDARDS STRUCTURAL STEEL SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS, EXCEPT AS MODIFIED BELOW' 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS' 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES' 'STRUCTURAL WELDING CODE STEEL 'SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS' YIELD STEEL PIPE PILES ASTM A252 (GRADE 3) 60 KSI WIDE FLANGES A992 50 KSI PLATES, ANGLES, CHANNELS, AND RODS A36 36 KSI SPECIAL SHAPES (NOTED GRADE 50 ON DRAWINGS) A572 50 KSI STEEL PIPES A53 (TYPE 5, GRADE B) 35 KSI HOLLOW STRUCTURAL STEEL (HSS) A500 (GRADE B) 46 KSI MACHINE BOLTS (MB) [AND THREADED RODS] A307 CONNECTION BOLTS A325 ANCHOR RODS F1554 TENSION CONTROL BOLTS F1852 LOAD INDICATING WASHERS F959 TYPE A325 CAMBER: ALL MEMBERS SHALL BE ERECTED WITH NATURAL OR INDUCED CAMBER UPWARDS, UNLESS NOTED OTHERWISE. CAMBER INDICATED ON DRAWINGS SHALL BE AS DELIVERED TO THE JOB SITE. CONTRACTOR SHALL CONSIDER CAMBER LOSS DUE TO SHIPPING AND HANDLING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS INCLUDING ERECTION ANGLES AND LIFT HOLES. STRUCTURAL STFFI EXPOSED TO WFATHFR SHALL BE HOT— DIPPED GALVANIZED PER ASTM Al23. ALL FIELD WELDS EXPOSED TO WEATHER SHALL BE COATED WITH BRUSH APPLIED PAINT CONTAINING ZINC DUST COMPLYING WITH ASTM A780. ALL BOLTS AND ANCHOR RODS EXPOSED TO WEATHER SHALL BE HOT— DIPPED GALVANIZED PER ASTM A153. BOLTED CONNECTIONS SHALL BE TYPE 'N' WITH FULLY PRETENSIONED 7 4 DIAMETER BOLTS, UNLESS NOTED OTHERWISE. BOLTS IN BEAM —TO —BEAM CONNECTIONS MAY BE TIGHTENED TO AISC SNUG TIGHT CRITERIA, UNLESS NOTED OTHERWISE. PRETENSTIONED OR SLIP— CRITICAL CONNECTIONS SHALL USE LOAD— INDICATING WASHERS OR TENSION CONTROL BOLTS. CONNECTION PLATES SHALL HAVE AISC STANDARD ROUND HOLES UNLESS NOTED OTHERWISE. WELDING. ALL WELDS SHALL CONFORM TO AWS D1 1 WELDS SHALL BE MADE USING LOW HYDROGEN ELECTRODES WITH MINIMUM TENSILE STRENGTH OF 70 KSI. ONLY AWS PREQUALIFIED WELDED JOINTS SHALL BE USED SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 STANDARD SYMBOLS. WELDS SHOWN ON DRAWINGS ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES BASED ON PLATE THICKNESS. WELDS NOT SPECIFIED SHALL BE CONTINUOUS 5 716 FILLET WELDS. WELDS SHOWN ON DRAWINGS ARE FOR FINAL CONNECTIONS. UNLESS FIELD WELD SYMBOLS ARE SHOWN, CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE STEEL ERECTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOINT PREPARATIONS AND WELDING PROCEDURES, INCLUDING ROOT OPENINGS AND FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, TAPERS, AND SURFACE ROUGHNESS. WEI DFR CERTIFICATION: AWS OR WASHINGTON ASSOCIATION OF BUILDING OFFICIALS(WABO) WEL DED HEADED STUDS AND DEFORMED RAR ANCHORS. STUDS SHALL BE Y4 DIAMETER HEADED STUDS COMPLYING WITH ASTM A108 WITH MINIMUM TENSILE STRENGTH OF 60 KSI. DEFORMED BAR ANCHORS SHALL COMPLY WITH ASTM A496. STUDS AND DEFORMED BAR ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH EQUIPMENT RECOMMENDED BY THE MANUFACTURER. LENGTHS SHOWN ON DRAWINGS ARE FINAL LENGTHS AFTER WELDING GANGWAY CONNECTIONS. THE GANGWAY CONNECTIONS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. STRUCTURAL NOTES WOOD REFERENCE STANDARDS. WOOD FRAMING SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS, EXCEPT AS MODIFIED BELOW' AITC "TIMBER CONSTRUCTION MANUAL AF &PA 'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION' SAWN IUMBFP: LUMBER SHALL BE GRADED AND MARKED BY GRADING AGENCY APPROVED BY AN ACCREDETITATION BODY COMPLYING WITH US DEPARTMENT OF COMMERCE PS20 SAWN LUMBER SPECIES AND GRADES SHALL BE AS FOLLOWS. USE SIZE SPECIES DECKING 2x IPE SLEEPERS 2x 3x IPE JOISTS 2x HEM —FIR JOISTS 3x 4x DOUG —FIR BEAMS /POSTS 4x DOUG —FIR BEAMS /POSTS 6x DOUG —FIR GRADE 2 2 2 1 IPE WOOD SHALL HAVE DRY SPECIFIC GRAVITY OF 0.85 TO 0.95. WOOD DECKING SHALL NOT BE KILN DRIED. BENDING STRENGTH SHALL BE 4000 PSI MINIMUM. NAZI ING NOT SHOWN SHALL BE AS SHOWN IN IBC TABLE 2304.9 1 OR CURRENT ICC —ES REPORT NER -272. MINIMUM NAIL DIMENSIONS SHALL BE AS FOLLOWS. SIZE DIAMETER I FNGTH 6d 0.113' 2 8d 0.131 2 Y2 10d 0.148' 3' 12d 0.148' 3 Y4 16d 0.162 3 Yz 20d 0.192 4 30d 0.207' 4 Yz BOLTS AND IAG SCREWS SHALL CONFORM TO ASTM A307 WOOD PROTECTION: WOOD MEMBERS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FASTENERS IN TREATED WOOD SHALL BE HOT DIPPED ZINC COATED GALVANIZED PER ASTM A153, STAINLESS STEEL, SILICON BRONZE OR COPPER. IPE AND CEDAR MEMBERS ARE NOT TO BE TREATED. ROOFING FELT. WHERE PRESSURE TREATED WOOD MEMBERS BEAR ON GALVANIZED STEEL PROVIDE (2) LAYERS OF 30LB WATER RESISTANT ROOFING FELT OVER ENTIRE BEARING SURFACE, TRIM EXCESS MATERIAL. DECKING SCREWS. SHALL BE #10x 3' 316 SS END GRAIN SEALING. IPE DECK PLANKS SHALL HAVE THEIR END GRAIN SEALED WITHIN 24 HOURS OF THE CUT TO PREVENT END CHECKING. USE ANCHORSEAL PARAFIN WAX. RAILING. ALL ACCESS PIERS AND OVERLOOK PIER RAILING SHALL BE CONSTRUCTED OF #2 OR BETTER WESTERN CEDAR. CONNECTIONS SHALL USE 316 STAINLESS STEEL SCREWS. TIMBER PIL ING PILES SHALL BE PACIFIC COAST DOUGLAS FIR CONFORMING TO ASTM D25. ALL TIMBER PILING SHALL BE UNTREATED BUILDING PERMIT SUBMITTAL EXPIRES Q17/004 I "L I I NOTE. IF 'L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY I: \24 \00 \005 \DESIGN \4005— S02.DWG CO Cn A'r AS NOTED DE5 'SMK I "EET DR DJO 1S 2 D" JJS SICEIS 2/15/07 r 24 -00 -005 'Or. CK GANGWAY COORDINATE W/ MANUFACTURER: GANGWAY BRACKET COORDINATE -W/ •MANUFACTURER-. L. .1!• FIRE,DEPt;CONNECTION 4 EXIST :END •BEAM TO BE REMOVED Sc REPLACED -WITH. NEW: 4x4 N.... II •II, EXIST CAP .UNDER,,,/4,L (NOT ',SHOWN)'-' INN .4)( •E50-1- STRINGER (TYP 5 PLACES) V 4 4- I I LJ pLAN; 4. PLAN 3'rO" 4. •CONC* PLATFORM r VAULT 5 6'x .24 :DEEP TRANSIENT',:FLQAT GANGWAY CONNECTION ALT 2 SCALE. 1/4 =1 ..70 U ;FACE PL, :BOLT THRIf4/ 4 0. BOLTS L5x5y.h BOLT THRU' 0 BOLTS, TyP ,GANGWAY ,coNNEcTIQN- PLAN 'G/H GATE SCALE. 3/4 =1 ,0' GANGWAY. CONNECTION 71 (1 ,1)..;(Ex- 8" HEADED STUDS .0 OC, START 2' 'FROM END CONCRETE PLATFORM: SCALE. 3/8'1' -0 LB x 4.x. Y x 7-0r CENTER ON' GANGWAY GANGWAY 'SUPPORT BRACKET BY MFR 4, BOLTS 0 9" OC 19 TYP .1! 1 6{/ ‘.1 -1 iii: T I I. GANGWAY BRACKET I I COORDINAT W/ ',MANUFACTURER I I CENTER GANGWAY ON 'FLOAT 1 .40- STEEL FIRE LINE w 8 SECTION 4 0 18" OC, EW T&B EA E 46 20'-0' LONG; ;fi'0 BOLTS IP 9' OC 6 I I I I I UNO Si 1 SCALE. 1 1/2' =1 -0' GANGWAY BRACKET COORDINATE W/ MANUFACTURER I x 10'x 20 LONG, EA SIDE -(4) 36 1W GANGWAY BRACKET 96 co 9 oc 8 4 4 47. EXIST 'CONC PLATFORM 1 "T T i 'r -1 1 1 I I I i 1,, 1 l 1 i I I i P; 1, -L I 1 1 J 1 I -7 J. GANGWAY CONNECTION PLAN I/0 GATE SCALE. 3/8"=1 -0' GANGWAY BRACKET COORDINATE. W/ MANUFACTURER GANGWAY CONNECTION I/J GATE 0111.!• 6 •tr, c‘r NEW Cc* 'ABUTMENT PLAN x x -0' LONG, EA SIDE ,(4) 0 BOLTS 0 ,GANGWAY 'BRACKET COORDINATE' W/ MANUFACTURER. Li H i 1 0 REMOVE.:EXIST CONNECTION; USE ;EXIST".STEEL -EMBEDMENT GANGWAY SUPPORT BY" .MANUFACTURER 'GANGWAY', 'CONNECTION HOLES,'PER. GHEM ANCHOR; MANUFACTURER'S RECOMMENDATIONS' -1. •QONCRPT, AKTMOT SCALE, 3/8"7-1 L8' x 4:x -CENTER' ON GANGWAY GANGWAY SUPPORT' BRACKET BY 'MFR C 1) x 8' HEADED STUDS. Et 87 OC, START 0 2 FROM :END. EQ EQ EXiST, CONC., 'SP 'SP PLATFORM #3' 4170 '6" OC I': Ew/ToP ',GANGWAY BRACKET .cooRDNATE,w/ 4AANuFAc SCAI4E. NEW CONC: ABUTMENT, ECtIOIAt 4. NEW SLAB 5' 'ONG DOWELED CHEM• ANCHORS 1 76" OC; HILTI -HY.150' OR: APPROVED' EQUAL. NEW SLAB SECTION: SCALE. 3/4 =1 'V._ #4 0:18' OC, EW T&B .9" OC ;EXIST :OR.'.:APPROVEEY EQUAL. REIN I t T CO N EXIST (kEmAiNs)• z 0 ce 1/4' Ogg. °L OJO JJS S 1 1 OANGW,A1Y C,PNNECTIQN 10, ••1-,s ;NOTE. ..IF1 "E. -DOES. NOT': k1EASORE •'ACCORDINGLY BU I IN LDt. P E A Mit SUBMITTAL .......1..\24\co\cm\DEs,GN\4905—sttoym SYMBOL USA ❑F K FS 14 0 0 O O O PV FIRE ALARM SYSTEM DESCRIPTION IRE ALARM CONTRO FIRE ALARM REMOTE ANN CUT E ALARM SYSTEM MANUAL PULL STATTO WALL UN F-D PEAKER CEILING. WALL UNTED STROBE, WALL MOUNTED (X CANDELA RAT NG) MBINATION SPEAKER/STROB WALL MOUNTED (X CANDELA RATING) SPRINKLER VALE PER SWITCH LOCATION PRIM OW SWITCH CON ECTION SMOKE DETECTOR, CEIL NG OR LENUM MOUNTED P OTOELECTRIC TYPE UON SMOKE SENSOR, DUCT MOUNTED WITH SAMPLING TUBE PHOT ELECTRIC TYPE UON ELEC OMAG TIC DOOR HOLDE WALL MOU FIREMAN'S PHON CIS WALL UNTIE EMANS PHON HAND SET, WALL MOUNTED IRE ALARM CON ECTION 0 COMBINATION FIRE/SMOKE DAMPER FLAME DETE R (FLICKER DETECTOR) GNI(LIGHT, CANAL L GHT, DICATOR LAMP STROBE) HEAT DETECTOR, GE) NG UNTED. RATE OF RISE AND AXED PERATURE TYP HEAT DETECTOR FIXED TEMP ON HEAT DETECTS RAT RISE POST DICAT VALV (PTV) CON ECTON SIGNAL DEVICES SYMBOL DESCRIPTION EQUIPMENT TERMINAL BOARD 8 RETREATED MAO TELEPHONE/OA A OUTLE WALL TELEPHONE OUTLET WALL V O Y OO ''JV�M� VOLUME CONTROL WA 1 -181' ELL 1- 0 t UZZE N CH C SYSTEM LOCK WALL NG A OUTLET WALL PEA(ER WALL CEIL 0 TER ANT NNA TV OUTLET SYMBOL xry O O O ICROPHON HANDSET OUTLETS SECURITY SYSTEM DESCRIPTION CTVS UMW CAMERA DOOR POSITIO NITOR SWITC FRARE EOUEST TDEVIC WALUCEIL NG OUSTED INTERCOM ADO WALL, EST( MOUNTED MASTER 5TA BIfTTO ATIO CARD REAOE WALL M UNTED ECTRIC LOCK CTRIC STRIK ETC LEC OWER TRANS X WIDTH ASS OWN, I� SYMBOL 1 1 SHAD ING OF ANYL INAIR TOE RGENCY IRCUIT 0 T HID FATURE O SOWNJGHT- SURFACE, RECESSED CEILING MOUNT LOOR OR GRADE MOUNTED FIXTURE O WALL WASH ACE RECESSE UNG MOUNT 0 -0 4 C4 REMOTE HEAD SYMBOL $B $2 $2 $P T yM PC 8 LCP LC SYMBOL TH E WA SWITC TRANSFORMER LIGHTING DESCRIPTION FLUORESCENT RED SSED MINAR (REF TOL INAIRESCH VLE R TYPE) ORES E-MO (REFER MINARE SCHEDULE) POL LIMED UMINAIR 0-0 PTCAL SENSOR AND REFLECTOR DESCRIPTION RWA SWITCH DESCRIPTOR INAIRE SICATES CTO TRACK LIGHTING WITH ADS AS DICATED FLUORESCENT STRIPLIGHT POWER FEED SECTION FEED THOUGH SECTIO LENGTH A OWN FLUORES ENT WA BRACKET RESTROOM IREC ONAL FIXTUR APPROVED WALL SCONCE MIRATED EXIT SIGN, SHADED OU DRANT MCAT ACES ARROW AS SHOWN OT I DICATES WALL MOUNTED RE XXX FIXTURE TYPE DENTFICATON DESIGN TION BATTERY POWER EMERGENC U T EOU ENT (SEE SCHED E FOR QUANTITY 0 HEADS) WA MOUNTED SWITCHING CONTROLS SINGLE P SWITCH (SUPERSCRIPT DENOTES SIMILARLY MARKED INARIE C NTRO GETHER) IWO POLE SWITCH ERAT SWIT E SWITC DICATES WATTA E RATIN NOT SHOWN SKEW M SWITCH WITH P LOT (P LOT IS' ON WHEN SWITCH I 'ON•) SWITCH WITH P LOT (P OM WHE SWITCH FP) R SNITCH WEATHERPROOF SWITCH MOTOR RATED TOGGLE W/THERMAL OVER OAD PROTECTION OCEL TIME CLO WALL MOUNTED UALL VEL SWITCH NG OCC MERGENCY OWER HEAVY-DUTY 0 L TIGHT R USHROOM HEAD PUSH BUTTON SATING CONTROL PANEL CITING CONTROL S AMR DISTRIBUTION EQUIPMENT BRAN H CIRCU LBOARDS, SURFACE AND RECESS OUNTED SO 12(7/208V HATCHED= 277/400V SE ICE AND/OR DISTR TION EQ ENT AEV R CON ECTION. X HOR EPOWER (WHERE SHOWN) CONN COB DN RED VARIA REO NCY VFD DRIVE WITH INTEGRAL DISCON ECT 18 TO INSTALL VFD ENT DISCOS ECT SWITCH, SIZE AS NOTED IF N HOWN 30A SIZE P R CONNECTED MOT R SIZE CM SION TYPL FUSE SCONNECT SWIT H SIZE AS D OR IF N HOWN 30A SIZE RCONNECTED M TOR SIZE (ME KNOTDMS TYP). DISCONNECT W/ MAGNETIC MOT R STARTER (CONTROLLER) O �30A CONNECTED MOTOR SIZET(ME NOT V S OWN SIZE R TYP). SOD MAGNETIC MOT R START R (CONTROL R) OR NTACTOR MOTOR SIZE IF NO ('MEC HEBY SHOWN IS TYP CON ECTED ELECTRICAL LEGEND SYMBOL I ®7I I wl OVERLOADS POWER POWER DEVICES DESCRIPTION A- A S CI SIMPLEX RECEPTACLE WALL, CEI LOOK �JLLH Ip DUPLEX RECEPTACLE WALL LING, FLOOR 32 I pDm DOUBLE DUPLEX RECEPTACLE WALL, CI.G FLOOR 11(! lTf( DUPLEX RECEP CAL HEIG DOU DUPLEX RECEPTACLE SPECIAL HEIGHT UPLEX RECEPTACLE WALL DEDICATED DUPLEX R CEP WA HALF SWITCHED DUPLEX REC WA ABOVE COUNTER/ BACNSPLASH E .CHIT CTURAL DRAWINGS UPLEX RECEPTACL WALL WITH INTEGRAL GROUND I CUR INTER UPTER UPLEX RECEPTA E WI WEATHERPR OF COVER SPECIAL PURPOSE RECEPTACLE- WALL CEILING NEMA CO GURAT ON AS NOTED EL TRICAL EOUI NT CONNECT N P DAWG N STRALS. USE IOUIO -T GHT FLEX. FLUSH FLOOR BOX DEVICE DEVICE TYPES PER SYMBOLS SHOWN. P ESTAL FLOOR DEVIC DEVICE TYPES SYMBOLS SHOWN. ar dt AU TWO-PIE E SURFACE METAL RACEWAY WITH RECEPTACLE AS NOTED LENGTH AS NDICATED ON THE DRAWINGS AND WITH ALL FITTINGS AS REQUIRED TELE/POWERPOL POWER POL COURTED NE WIT NCLO ORE TWO -PIECE SURFA E METAL RACEWAY WITH RECEPTACL AT 8 C. (LENGTH AS INDICATED). POWER PEDESTAL W=SLI ER(S) SERVED -30 30/4120V OUTLET 50=5OA,12552 UTLET 100 100A 120/24 V OUTLET UNIT SUBS AnON RCUO' NUM OTE:'%' DESIGNAT S OUTLET PER SL MULTIPLE REFERENCES (I 35550) INDICATES ULT PLE OUTLETS PER SL P DIAGRAMS SYMBOL DESCRIPTION HAND' AUTO 12 HAND/0 HAND /O AUTO SWITC SWITCH NORMAL CLOSED ONTACTOR OR RELAY ONTACTS NORMALL PEN CON ACTS R RELAY CONTACTS A DUCT BUS BAR ATTERY(GE ERAL) CONN EMALE AND MALE RESPECTTVEL O C COMA TOR COIL O RELAY COI TRANSI VOLTAGE SURGE SUPPRESSER CURRENT TRANSFORMER POTENTIAL TRANSF MER r1 NORMALL PEN PUSH BUTTO ORMALLY CLOSED PUSH BUTTON PF ETER POWER ACTO ©W METER OWATTH ETER COM INATION KILOWATT H UR/KVAR METER O UTILITY CO. APPROVED SOCKET WITH METER INSTALLED A DEL III CON ECTIO TO ROU 1XXX/Y �F �N DRAWS CUIT RFAKE GR AULT TRIP KEY INTERLOCK —�F— CAPACITO PORE ACTOR CORRECTION SIZE IN KVAR SOLENOID WYE CON ECTO CIRCUIT BREAKER XXS A PACITY OLES USED SWIT WIT FUSE AND SWITCH AMPERE RATING RCUTT BREAKER DRAWOUT ERAT SYMBOL WIRING DESCRIPT ON R CONCEALE R WALL E WEIGHT BOTTO NEW, EXISTING T REMAIN. C NDUIT CONCEALED IN OR B LOW CONCRETE BE OW GRADE UNDER PIER LINE WEIGHT TOP TO BOTTOM= NEW. EXISTNG TO REMA N CONDUIT EXPOSED UNE WEIGHT TOP BOTTOM. NEW, EXIS NG TO REMAIN C- EXISTING CON TB WIRING TO BE REMOVED COM ICATIO CONDUIT CABLE M VOL E CONDUIT LOW VOL AGE CONDUCTORS NG GRID OR CONDUCTORS CABLE TV WIRE NDU AERIAL C DUCTOR(S(IOVERHEAD NE STR ES DICATE QUANTITY OF 1.12 AWG. CONDUCTORS U0 NOTE: NOT ALL WIRING IS SHOWN ON DRAWING CONTRACTOR SHALL SCHEDULE OR ST NDARD WIR)N PRACTICES FOR BRANCH CIRCUITS ROUN OLATED EUTRAL HOAR INDICATED DESTINATION, LION CONDUIT RUN UR ED LOOR RCEIL NG —O CORE AS REQUIRED CONDUIT STUBBE OUT A LOCATION SHOWN. NSULAT D BUSHIN 8 ROPE. TEL ONE/DA A SLEEVE THROUGH WALL, ABOVE CEIUNG, EXTEND TO ACCESSI LE LOCATION BOTH SIDES. TERMINATE WITH BUSHINGS (1) 1 1/4• CO SON. COORDINATE LOCATIONS WITH CABLE NSTALLER(S) PRIOR 0 ROUGH I CARL TRAY UNCTIO BOXES WALL CEIL NG A MOUNTED "SO BOX UON LUS FLOOR PB BOX SIZE SON FLEXIBLE CO SUIT CONNECTION O ICON ECTIO O GROU ROD CON ECTION WITH TEST WELL BOX GHTNING TSTEM AIR TERMINAL I DERGROUND PULLBOXNAULT (P=POWER =TEL/COM U=UTILITY) IS ROU D PULLBOXNAULT HANDHOLE OR NOTION REFERENCE SYMBOLS SYMBOL DESCRIPTION SHEET NOTE REF E (FLAG OTES) FEED NO INAL AMP CITY S TYPE SCHE LE. KITCHEN UIPMENT REF RENCE REFER TO DETA DRAWING INDICATED NOT ALL DETA REFERENCES ARE SHOWN. ALL DETAILS APPLY 0 ALL APPLICABLE SITUATONS, LION ELEVATION/PH TO TAG. FERTON AND EET INDICATED DEVICE MOUNTING HEIGHTS SPECIAL OUTLET HEIGHTS ARE SHOWN N THE E ECTRICAL OR ARCHITECTURAL DRAWINGS. IF SPECIAL OUTLET HEIGHTS ARE NOT SHOWN OR REQUIRED, THEN LOCATE OUTLETS AS NOTED BELOW. OUTLE HEIGHTS ARE MEASURE M THE FIN BEE FLOOR TO THE ENTERLNE F THE OUTLETS (U.O.N.). RECEPTACLE IGHTSWIT HES PANE BOARD TELEPHONE/DA OUTLET -DESK TELEP NE/OUTLET-WALL MANS PULL ATIO LENISUAL ANNUNCIATOR KEYPAD/CAR RRADE DETA NO DRAWIN T ALL DETAIL REFERENCES ARE SHOWN. ALL TAILS APP NCHES V RTCAL +48 INCH S VERTICAL +721 TOP OF LBOARD INCHES VERTICAL +54 INCHES VERTICAL INCH LEVEA/OPEMTING DEVICE NO MORE THAN +B8- ESS THAN +BO +50INCHES VERTICAL SYMBOLS AND ABBREVIATIONS SCALE NONE AMP AFF AFG AL C AS ATS AUTO AUX AWG BA BEN MCI CLG CO CU DC DIA DN PDT DWG E (E) GENERAL. WORK SHALL BE DONE IN ACCORDANCE WITH NFPA 70 AS ADOPTED BY THE CITY OF PORT ANGELES, CLALLAM COUNTY AND THE STATE OF WASHINGTON. 2. LOCATIONS OF ELECTRICAL DEVICES, LIGHTING FIXTURES, ETC. INDICATED ON CIVIL STRUCTURAL PLANS INCLUDING SECTIONS, ELEVATIONS, NOTES, OR OTHER INDICATORS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON ELECTRICAL DRAWINGS. 3. REFER TO CIVIL, STRUCTURAL, MECHANICAL, LANDSCAPE, ETC. DRAWINGS FOR WORK OUTSIDE OF DIVISIONS 16 17 INFORMATION CONVEYED WITHIN THE ELECTRICAL DRAWINGS ILLUSTRATING OR REFERENCING WORK OF OTHER DIVISIONS IS FOR REFERENCE ONLY SPECIFICATION BY THE APPROPRIATE DIVISIONS SHALL APPLY 4. GENERAL NOTES ARE SHOWN ON SHEETS MOST RELEVANT TO SPECIFIC NOTE; HOWEVER, GENERAL NOTES ON EACH SHEET SHALL APPLY IN PRACTICE TO ALL ELECTRICAL DRAWINGS. 5. NOT ALL COMPONENTS OF THE ELECTRICAL SYSTEMS ARE SHOWN (FOR SIMPLICITY). PROVIDE MATERIALS AND LABOR NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM. 6. STAINLESS STEEL HARDWARE: MATERIALS USED FOR THE MOUNTING AND SUPPORT OF BOXES CABLES, RACEWAYS, LIGHT FIXTURES, OUTLETS, AND OTHER DIVISION 16 EQUIPMENT SHALL BE STAINLESS STEEL. THIS REQUIREMENT APPLIES TO THE AFOREMENTIONED COMPONENTS WHEN INSTALLED OUTSIDE ABOVE GRADE OR WHEN INSTALLED OVER WATER (APPROACH PIER, PIER, FLOATING DOCKS). 7 ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. EXACT LOCATIONS OF ELECTRICAL EQUIPMENT IS APPROXIMATE. CHANGES MADE BY THE OWNER IN LOCATING ELECTRCAL COMPONENTS OF UP TO TEN FEET HORIZONTALLY IS A PART OF THIS CONTRACT FOR FLOATS. THESE CHANGES MAY BE IMPLEMENTED, AT NO CHARGE TO THE OWNER, UNTIL FINAL APPROVAL OF SHOP DRAWINGS. 8. COORDINATE LOCATIONS OF ELECTRICAL AND COMMUNICATION CHASES AND CONDUITS WITH OTHER TRADES. ADJUST LOCATIONS AS NECESSARY TO AVIOD CONFLICTS. I LAMP INFORMATION TYPE SIZEI DESCRIPTION I TYPE I QTY. SIG STEP LIGHT (GANGWAY) I FL 1 13W CF 512 POLE MOUNTED HID (HOT INT) I HID 1 100W MH DISTRIBUTION PANEL DOUBLE POLE DOUBLE THROW DOU LE NGLE THROW DRAWING EXIST NOTE: ALL FIXTURES TO BE SUPPLIED WITH LOW TEMPERATURE BALLASTS. PERES PERE (RATED) FUSE ABOVE NSHED FLOOR ABOVE FINISHED GRADE NUM (ALLOY) AUTOMATED IGNITING CONTROL (RATED) SWITCH AUTOMATIC TRANSFER SWITCH AUTOMATIC LIAR ARE CAN WIRE GAUGE BATTER BELOWF DGRADE CON T (CIRCULAR RACEWAY) CABINET CIRCUIT BREAKER URIC EET PER MINUTE CIRCUIT LINO T ONLY CURRENT TRANSFORMER COPPER RECT CURRENT ISCO SECT DIAMETE EF NO. EOL EP EN-1 FA FAA FLA LEX GFl ARC CARD HZ KW KVA LAMP TYPE EXHAU ELECTRICA METALLIC TUBING NOLO SITE END OF ECTVE PRO ECTED AREA ELECTRIC WA R COOLER ELECTRIC WATER HEATER E ALARM FIRE ALARM ANN NAT FOOT CANDLES FULL LOAD AMPERES FLEXIBLE GENERAT OR CIRCUIT ERRUPTE GROUND GALVANIZED RIGID STEEL CONDUIT N-GR N HORSEPOWER RTZ(C C 5) INATIN NGI SOCIETY SIDE DIAMETER ISOLATED GROUND ESCENT INTER ATE METAL CON Y OPERATED THOUSAN IRCULAR MILS KNOCK OUT OWATTS PROJECT NOTES LUMINAIRE SCHEDULE TOTAL WATTS MANUFACTURER CATALOG NUMBER 15 LIGHTECH SL-8237- PLD22- W -DBPC 115 KIM ABBREVIATIONS 9. SCOPE OF WORK: THE SCOPE OF ELECTRICAL WORK FOR THIS PROJECT INCLUDES BUT IS NOT LIMITED TO THE.FOLLOWING: 10. ELECTRICAL WORK ON '0 /P' DOCK IS NOT IN THE SCOPE OF THIS CONTRACT ISASTS2- 100MH120 277 FLOAT WH- P- HSSTRF .4SC TDP MAX MCA SC LO MID MTR -A- NC EC EMA OD OF OS END A. INSTALLATION OF ELECTRICAL SERVICE EQUIPMENT UNDERGROUND DUCTS, VAULTS, AND HANDHOLES. FEEDERS AND BRANCH CIRCUITS IN UPLANDS, FLOATS, GANGWAYS, PIERS, FOR A COMPLETE SYSTEM. B. PERMITS: GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL GOVERNMENT TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THIS WORK. OBTAIN ALL CERTIFICATES OF INSPECTION OF THE WORK AND DELIVER SAME TO THE ENGINEER AT THE TIME OF SUBSTANTIAL COMPLETION AND BEFORE REQUEST FOR FINAL PAYMENT C. ELECTRICAL SERVICE: COORDINATE ELECTRICAL SERVICE ARRANGEMENTS WITH PORT ANGELES PUBIC WORKS AND UTILITIES DEPARTMENT INSTALLATION SHALL BE IN COMPLIANCE WITH UTILITY COMPANY STANDARDS. FURNISH AND INSTALL COMPONENTS OF ELECTRICAL SERVICE EQUIPMENT CONDUITS, BOXES, VAULTS, ETC. IDENTIFIED IN THE CURRENT UTILITY COMPANY STANDARDS AS OWNER PROVIDED. D. TEMPORARY POWER: THE SCOPE OF WORK INCLUDES PROVIDING TEMPORARY POWER DURING CONSTRUCTION. PROVIDE NECESSARY TEMPORARY POWER REQUIRED BY OTHER TRADES IN THE EXECUTION OF THIS CONTRACT THIS INCLUDES TEMPORARY CONNECTIONS TO THE ELECTRICAL SYSTEMS. PROVIDE TEMPORARY POWER TO FACILITIES AS REQUIRED BY THE GENERAL CONTRACT AND PHASING OF WORK. COORDINATE WITH SERVING ELECTRIC UTILITY VOLTS 1 277 I I I I COST PANEL MAXIMUM NIMUM CIRCUIT AMPERES MAN CTURER MISCELLANE MAIN LUGS 0 MOUNTED TOR NEUTRAL (GROUNDED CONDUCTOR) NORMALLY CLOSE NATIONAL ELECTRICAL CODE THE ATONAL ELECTRICAL MANIA ACTURES ASSOC. GHT GM (UNSWITCHED) RMALLY OPEN 05/'AI ENTER OUTS' DIAMETER OWN R FURNI O CONTRACTS INSTALLED OVINE FUR ISHED OVINE ALLED PARC POL PUSH LITTON DAM PHASE PANEL POSITIVE RECESS MOUNTING I DEPTH GANGWAY I 100% SUBMITTAL PRI POE REDD RS SPOT SPST SURF SWBD SING TB TOC TDO TYP VON UPS VFD W W/ W/O WP XFMR FT POLE: PRA14 341 ESGA TD WH-P PRIMARY GET POWER EQUIRED RIGID NONMETALLIC CONDUIT (PVC) RAPID START ECONDARY SINGLE POLE DOU E THROW GLE POL E THROW SU FAC SWITCH 0ARD SWITCHGEAR ERMINAL BOARD DELAY LOSIN ELAY PENIN TEL EPHON TYPICAL RWR EPS LAB NLESS OTHERWISE OTED NINTERRUPTIB E POWER SU VOLTS T- AMPERES RUB ENCY DRIVE WATT WITH WITHOUT WEATHERPROOF TRANSFOR NCHES EET PHASE "L REMARKS EXPIRES 10n4/D7 NOTE. IF "L DOES NOT MEASURE:" '1 ADJUST SCALES ACCORDINGLY I: \24 \00 \005 \DESIGN \4005- C33.DWG SCA E NONE OES. ISHEET ND PR KDD I EJD I CAO O a I. 51a13 DAIS 2/16/07 r40 24 -00 -005 UP LANDS APPROACH PIER it GANGWAY DIST BOARD' GB -NE' 2oo/2 1 SPARE G L FLOATS 180.3 y--. l '105.4 I 350.2 UTILITY CO. XFMR 400/2 LOCATION DOCK'C/D' DOCK'E/F' DOCK 'GM' G 11 11 36 L J r 1 1 UNIT SUB 'GIN' I 1 1 F. (7 1 Ei.t 1 LMX0 J r 1 1000/3 1 1 (1 400/2 /4I' 400/2 20/1 100/2 G I G G- SPARE 1 I r 1 1 UNIT SUB'C/D' 1 1 1 D 1 11 i 1 1 350.2 1 L 61X0 180.1 1 r 1 UNIT SUB 'E /F' 1 1 1 1 1 350.2 1 i L .XO J I 180.1 I DOCKS 'C /D, E/F, G /H' SERVICE LOAD CALCULATIONS RECEPTACLE QUANTITY I kVA 30A -120V 50A- 240/120V 1 100A- 240/120V 1 CONNECTED 43 43 1000.3 -i 1 TOTAL CONNECTED LOAD (kVA) NEC 555.12 DEMAND LOAD (NOTES 1 2) .3X/.9X MISC. LOADS (LIGHTING, CONV ETC.) TOTAL CONNECTED LOAD (kVA) AMPS 480V 30) UTILITY CO. PRIMARY 20.3 I- 400.3 1 r --I 500.3 I 1 I I 1 1 1 400.4K 2.50° 2 I -I I 400.4 I I I 1400/3 I 600/3 4 00.3 I 1 l 35tl.3 j).3/ I I I 1 I 1 I J 1----- 1000A- 480/277 3P 4W65kAIC DIST BOARD'DBSE' 400A- 480/177 3P45065kAIC (I 3502 1 1 I I 1 I DIST BOARD'DB -S' 600A 480/277 3P 4W 65kAIC I 900.4 1 3.00' 1 1 .50' i 200/2 300/3 20/1 20/1 20/1 400/2 400/2 400/2 20/1 200/3 f 200/3 I 275,4 300 3 1 1 3 t I SPARE G G I -G 0 G p� I 275.3 1 2.50' 1 L t L J 13.00" 1 I 250.4 1 2.50" 1 250.3 1 2.50" 1 tO.CT 225.3 2504K 1 1 i t t zzs.z 0.4 1 l 200. :I 200.2 2.00" 1 1 I 1603 1802 l 175.3 180.1 150.3 I I 125.4 I 1.50" 125.3 t 110.4K 1 1.50" 110.4 1 1.25" I 110.3 1 1 25" I 100.4 1 1.25" I 100.3 1 1.25" 80.4 1.25" r I 80.3 1.00" 80.4 1 1.25" I 80.3 1 1.00" CIS I 70.4 1.25" 70.3 1 1.00" 604 1.00' I 60.3 1 0.75" I 50.4K 1 11.00" I 50.4 11.00° 50.3 1 1 0.75" I 404 11075" I 40.3 1 0.75" 180.2 30.4 1 1 0.75" TO GANGWAY LIGHTS 555.6 555.6 237.6 1348.8 364.18 3.0 367 18 438.2 UTILITY CO. XFMR 180.1 I 305.3 LOCATION DOCK 'A/B' 1 180.1 300.3 1- 1 180.1 1 20 r L L I� I [.XO 1 UNIT SUB 'A -A' DOCK 'A/B' 20 I 20.3 1-• r 1 I UNIT SUB 'A -B' 1 [1 J I� (7 E1.2 L x J r 1 I UNIT SUB 'A -C' I E'\ 1 1 L XO J TO GANGWAY LIGHTS SERVICE LOAD CALCULATIONS RECEPTACLE QUANTITY 30A -120V 50A- 240/120V 1 100A 240/120V TOTAL CONNECTED LOAD (kVA) NEC 555.12 DEMAND LOAD (NOTES 1 2) .6X/.9X MISC. LOADS (LIGHTING, CONY ETC.) TOTAL CONNECTED LOAD (kVA) AMPS 480V 30) kVA CONNECTED 312 0 312.0 168.5 1.0 169.5 203.9 10' O.C. 1 I 185,3 351).2 1-- 1 180.1 1- UTILITY CO. XFMR 350.2 180.1 r 1 -kg L1 UNIT SUB SQL LOCATION DOCK '1)J' DOCK 'K/L DOCK'K/L (2) 200A, 480V 30 v v L I 350.2 1 I 180.1 1 r 1 UNIT SUB 'I /J -K/L 1 I■ 1 L UTILITY CO. PRIMARY FEEDER I CONDUITS TAG 1 MET I SETS RNC 60.4 1 600.4 1 3.00" I 2 4.00' t r 1 UNIT SUB 1/J' I 1 I■ O 1 E1.3 1 L �XO DOCKS 'f /J K/L TO GANGWAY APPROACH PIER LIGHTS 225.3 I'---" I 225.3 1-" SERVICE LOAD CALCULATIONS r2BA) 1-16X-1 RECEPTACLE QUANTITY I kVA 30A 120V 150A 7 40/120V 1 100A- 240/120V 1 CONNECTED 28 24 2 TOTAL CONNECTED LOAD (kVA) NEC 555.12 DEMAND LOAD (NOTES 1 8 2) 4X/.9X MISC. LOADS (LIGHTING, CONY ETC.) TOTAL CONNECTED LOAD (kVA) AMPS 480V 30) 336.0 336.0 332.4 1004.4 361.58 3.0 364.58 438.7 200A, 480V 30 OUTLET (TYP.OF 2) COPPER FEEDER SCHEDULE 7 30 3 1 0.75" I 20.3 1 1 20.2 1 1 r 154 1 0.75" 1 15.3 1 0.75° 1 SCHEDULE REMARKS: NOT USED 0 NOT USED 11 1 I 1 3.00° 4.00" 4.00" 4.00 3.00" 4.00" 3 00° 4.00" 3.00" 3.00' 2.50' 1 2.00' 1 1 2 00° 1 2.00" 1 2 00" 1 2.00" 1 2.00" 1 2.00° 1 1.50" 1 150" 1 1.50" 1 200" 1 1.50" 1 1.50" 1 11.50° 1 11.50" I 11.50' 1 11.50" 1 11.00" 1 11.00" 1 11.00' 1 I1.00° 1.00" 11.00" 100% SUBMITTAL CONDUCTORS PER SET PHASE/NEUTRAL I GROUND 4 #350 KCM 3# 5 #3/0 4 #500 KCMIL 3 #500 KCMIL 3 #350 KCMIL 2 #350 KCMIL 4 #350 KCMIL 3 #350 KCMIL 4 #300 KCMIL 3 #300 KCMIL 5 #250 KCMIL 4 #250 KCMIL 3 #250 KCMIL 3 #310 2#310 4#310 3 #2/0 3 #2/0 3 #1/0 2 #1/0 1 #1/0 3 #1/0 3 #1 4 #1 3#2 3 #2, 192/0 -N- 4 3#2 4#2 3 #2 4#4 3#4 4 3#4 4#4 364 4#8 3 #8, 3 #8, 1#4 -N- 4 #8 3#8 4 #8 3#8 4 #10 3 #10 3 #10 2 #10 4 #12 3 #12 #1 2 #2/0 #2 #3/0 #3/0 2 #fro 2 #1/0 #4 #4 #4 #4 #4 #4 #4 2 #3 #6 2#4 2#4 2#4 2 #6 #8 #6 #6 #8 #8 #8 #8 #8 #8 #8 #8 #10 #10 #10 #10 #10 #1 0 #10 #10 #10 #12 #12 #12 #12 I DIMES GENERAL NOTES ISCHEDULE1.. A. CONDUCTORS AND CONDUITS SHOWN IN THIS SCHEDULE ARE BASED ON COPPER CONDUCTORS WITH THHN/THWN INSULATION. B. PROVIDE NOTED SIZE GROUND CONDUCTOR IN EACH CONDUIT OF FEEDERS CONSISTING OF MULTIPLE SETS OF CONDUCTORS. C. NOT ALL FEEDERS ARE NECESSARILY USED ON THIS PROJECT. D. NOMINAL AMPACITIES GREATER THAN 100 AMPS ARE FOR 75 ^C TERMINATIONS. E. ON FEEDERS SHOWN WITH A ".6" SUFFIX, PROVIDE SIX PHASE CONDUCTORS AND ONE GROUND WIRE IN CODE SIZED CONDUIT INCLUDE 80% DEBATING FACTOR ON PHASE CONDUCTOR SIZE. REFER TO MCC AND PANEL SCHEDULES FOR FEEDER SIZES TO EQUIPMENT NOTED WITH THIS TAG. "MET "=EMT GRC (RIGID), RAC, OR PVC COATED GRC TYPE CONDUITS. "RNC" 40, PVC 80 OR FIBGERGLASS TYPE CONDUITS ROUTED UNDERGROUND. REFER TO SIZING ON DRAWINGS IF "RNC" CONDUITS ARE ROUTED ABOVEGROUND. CONDUIT SIZES NOTED ON SINGLE -LINE DIAGRAM OR ON PLANS SUPERSEDE SIZES NOTED ABOVE IF LARGER. 05 PROVIDE GROUND WIRE NOTED ABOVE IN ALL FEEDERS AND BRANCH CIRCUITS, REMARKS TYPE 'G' TYPE 'G' TYPE 'G' TYPED' TYPE W TYPE 'G' TYPE 'G' TYPE W TYPE W TYPE W TYPE 'G' TYPE 'G' TYPE 'G' 1 SOW OR XHHW 1 SOW OR XHHW 10/14/07 1 "L NOTE: IF "L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY I. \24 \00 \005 DESIGN \4005- C33.DWG NONE D ES. EJD SHEET 0 EoD IE1 0 F e 1 OF VMS 0 0'E 2/16/07 20 24 -00 -005 TO'DB -NE TO'DB -NE I 300 3 1 TO'DB -NE I- UNIT SUB' CID' L REFER TO SINGLE LINE i WIRING DIAGRAM (SLWD) SHEET E -1.0 250/2 (1000/2 250 kVA 480 120/240V 1 0, 3W 11 2 1 3 1 4 1 51 6 1 71 81 91 101 111 121 C 150/2 150/2 200/2 r 200/2 200/2 C 200/2 1_ 250/2 1 25012 250/2 250/2 300/2 250/2 350.3 0. C31 C30 lol5 DI7I �/c4 153 I 100,3 1� C]2 021 9/0261 047 025 Z25.3 I SUB 'G/H' EEMEEI REFER TO SINGLE LINE WIRING DIAGRAM (SLWD) SHEET E-1.0 C21 C20 1C 200/2 2C 200/2 3 1 200/2 4 1 200/2 511 2002 8 f 100 /2 71 r 1 r SPARE SPACE m® OM] MHO 400/2 '013/012) 200 kVA oeix 480 120/240V 10, 3W 800/2 co a( UNIT SUB 'C /D' SINGLE LINE DIAGRAM SCALE NONE 91 101 1. 20/1 20/1 -J L 300.3 1 250.3 l 350.3 1 F 100 0001 IE2O/F9I 300.3 1 I r--( 250.3 I Ci I 300.3 1 250.3 1 02/01 I UNIT SUB 'G /H' SINGLE LINE DIAGRAM SCALE NONE 300.3 1 J 1 FLAG NOTES 35.2 TO POLE LIGHTS ON DOCKS CID, E/F AND G/H 150. r. UNIT SUB 'E/F' 1 1 2( 3 1 250/2 4 1 250/2 5 I. 250/2 6 C 250/2 7 1 250/2 8 (1 250/2 9 d 250/2 10 250/2 1 250/2 SPARE 250.3 7 E2t/ IE25/E241 GENERAL NOTES IE21/E201 IE23 E221 ®Ili 1. FEEDER SIZES SHOWN IN SCHEDULE ARE FOR CALCULATIONS' ONLY PROVIDE FEEDERS SIZED AS SHOWN IN'SINGLE LINE DIAGRAMS. E17 2. PROVIDE POWER PEDESTALS DOUBLE LUGGED. LOOP FEED PEDESTALS USING FEEDERS SHOWN. 1 NUMBER NOTED INSIDE BOX REFERS TO PEDESTAL SERVING CORRESPONDING SLIPS. (TYPICAL FOR UNIT SUB SINGLE LINE DIAGRAM). moire! 2. EXTEND CIRCUIT TO TYPE S12 FIXTURES ON DOCK INDICATED. REFER TO FLOAT PLANS FOR LOCATIONS OF LIGHTS NOTE CONNECTIONS TO LIGHT FIXTURE MUST BE MADE 12" ABOVE SURFACE OF FLOAT SPLICING OF CONDUCTORS LESS THEN 12" ABOVE SURFACE MUST BE MADE WITH U.L. LISTED EPDXY RESIN SPLICE KIT SUITABLE FOR WET LOCATIONS. 400/2 o fffiEMEI ®L� 250 kVA 480 120/2401/ 10,3W 1000/2 I F5/ 1 UNIT SUB 'E /F' SINGLE UNE DIAGRAM SCALE NONE Gb0.3 1 E3 I F2 I 250.3 1 1 wt Info P P t Outl Imo 0 I P Pedestal F d D F ede Info oltage Drop Calcula rren Sub c I t 309 t I Rae 120 %41h 120/2 Connect (k\ 4) 1 NEC I a Demand I ROv Seue ems` Amp Length �wp T XO (I. 49 Phis -phase 100011 Circmt I l\ I I %I CD 360 OA 135 68 350 0.150 381 690 1.39 266 CD 360 135 350 050 381 690 39 266 0 396 350 050 625 6.36 2.65 CD 0 48,1 09 80 90 350 04 575 296 CD 0 96 1 0.9 49 74 .300 00151 346 540 6.42 267 CD 6.0 1 09 32 4 68 230 0052 31 500 648 2.70 CD 0.9 21: 350 0050 381 107 3/0 007 10 60.0 540 225 3/0 0.077 10 CD 63 09 0.077 269 296 250 0052 5.96 248 CD 63.6 09 .5 3/0 0 077 P 'Summary 1 48 0 5412 0' 09 2935 1013 507 Unit Subsrah CUa 11nfo I P r Pedestal Dude Info I Recept Recept r 4 Recept Connec ed Cucwt 1 30A 112/F. 120/240v 120 (VA) EF EF EF EF EF EF F EF EF EF Substa nGH eder Ca' or4 On t Sob EF &CH 541 EF 8 .13 0 544.8 CH 36 237 P el Sum I./ 51 1 93 3' 6 Per NEC Ctraut info I P 0 1 41 lode Inform. Recept R. ept RE: Recep1 omnc ed f ub Ct 30A 5(116 lea per 120v 120v 40v 520/240v (kVA) NEC I Cirewt Info I P P 1 300 Outlet Ink 13a Recept Recept I Re ept IC ept mule,. d Ci t 504 009 Loa per 1214 120 120/ (1.3 A) NEC P 'P d al Fe d Dap M4 Demand Amk Loa 2.10e ,0 cr09 (4VA) -phase 360 32. 350 0050 600 51. 97 350 050 38 540 2.99 O 0 15 3514 0050 381 480 7 .07 O 0 720 0.9 58.3 122 350 1 051 381 400 6,67 51.6 .9 463 250 310 360 6,69 2.7 O 09 09 107 4/0 )06_ 290 7.06 '.94 721 09 58 122 4/0 0062 277 579 194 3/0 0077 241 75 4.84 02 636 0.9 15 107 3/0 07 25 .60 63.6 0,9 0.9 51 107 3/0 07 24 177 54 e26 194 97 2/0 106 206 30 1.05 0,44 0 0 0,0 N/A 1/A 0 N/A 4N /A Weal Summa I 43 4 8 04 09 196.1 17 409 P r Pedestal Feede, Dap errand ps Fa lea 40v r09 (kVA) -phis CH 09 .5 86 250 005 10 680 2.83 GH 600 0.8 0.` 180 90 4/0 300 61 CH 60.0 90 2/0 100 175 GH 0 60. 80 90 0100 208 .30 0 5 GH 5 0 0 0 N/A 4N /A 4N /A 9N /A GH 00 0.0 4N /A 4N /A 4N /A 4N /A CH 0 0.9 0 4N /A N/A 4N/4 GH N/A N/A 4N /A 4N /A 4N /A Panel Sunu ry 36 0 9 0 237 04 09 178.3 535 Amps ph P vu Pede tal Fe d r Da I Feeder lino I Voltage Drop Calcula Demand Amps Amps cede ohm Amp_ Length age reel ad 414 480,' S p Drop p Oro (kVA) -plan ,phase 1100 ft (V) 0,9 293 0.9 1941 0.9 128,3 535 154 9 357 144 COPPER FEEDER SCHEDULE FEEDER TAG APPROX COND.AWGI REMARKS OD. I 20.X 35.X 50.X 1 '5.X t 100.X 125.X 1 150.X 1 I 175.X 200)6 1 225.X 250A I 300.X 350.X 45U.X 1 0.95° 1.0° 1.115" 1.3" 1.49" 1.625" 1.74° 1.875" 1.99" 2.285° 2.615" 2.96" #12 #10 #8 #4 #2 #1 #1/0 too #3/0 #4/0 #250MCM #35OMCM #500MCM 'X' INDICATES NUMBER OF CONDUCTORS PER FEEDER CABLE (EXCLUDING GROUND CONDUCTORS). o I 500 MULTI CONDUCTOR TYPE 'SOW CORD MULTI CONDUCTOR TYPE 'SOW' CORD W /GRD MULTI CONDUCTOR TYPE 'G -GC CABLE W/ GRD I F ederinfo I Voltage Drop Calculnt Amps Feede ohm Amps length Voltage P Sue Pe m Dmp Dro -phase 10000 Croo l (V) I Feed Imo I Voltage Dr pCalada der I dm Am D ps I Length I age I reen op y00 1000 ft Cmcuit N) (11 0048 4 100% SUBMITTAL EXPIRES 109 5.25 10/14/07 1 "L NOTE. IF "L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY I. \24 \00 \005 DESIGN \4005- C33.DWG SCALE NONE DES. EJD sO a NO °l.E E1 1 Fa DAZE 2/16/07 5615 Ol- 24 -00 -005 TO'DB -NE' TO UNIT SUB 'AB' r UNIT SUB 'AA' 1253 A8 /A7 1 I A6 /A5 1 I A4 I 1 A2 /At I 200/2 100 kVA 480 120/240V 10, 3W 400/2 11 21 31 4 51 61 125/2 125/2 125/2 12512 100/2 50/2 r UNIT SUB 'AC' 1 1 125/2 2 1 125/2 3 1 4 125/2 100/2 5 1 50/2 Ie2o e191 IA20 1A18/4171 UNIT SUB M SINGLE LINE DIAGRAM SCALE NONE 3 -PHASE FEEDER REFER TO SINGLE LINE WIRING DIAGRAM (SLWD) SHEET E -010 wig] One 151 IA18/A151 125.3 I I 125.3 200/2 125.3 400/2 100 kVA 480 120/240V 10,3W 6� 7 7 81 UNIT SUB AC' SINGLE UNE DIAGRAM SCALE NONE 8 EI 20/1 TC J a ( 35.2 TO POLE LIGHTS ON DOCK A 20/1 1 TO DIST BOARD (UPLAND) J 1 A0 B0 CO r UNIT SUB' AB' IA14/A13( Al2 A71 1410/A91 (1 2 1 125/2 125/2 3I UNIT SUB 'AA' NOTE: 1 NOTE: ALTERNATELY CONNECT 480V 10 UNIT SUB(S) TO 480V,30 FEEDER(S) AS SHOWN. TYPICAL ALL FEEDERS 3 -PHASE FEEDER REFER TO SINGLE LINE WIRING DIAGRAM (SLWD) SHEET E -010 200/2 100 kVA 480 120/240V 10, 3W 400/2 4 5( 125/2 100/2 50/2 UNIT SUB AB' SINGLE LINE DIAGRAM SCALE NONE 480V FEEDER 6 1 7 1 UNIT SUB 'AB' UNIT SUB 'AC' 1 I UNIT SUB CONNECTION DIAGRAM SCALE NONE CONT DETAIL 3, THIS SHEET C 20/1 1 J FLAG NOTES Umt Subst nAA r a ttd I Recept ub Circuit li 4A 2 2 A.4 AA AA GENERAL NOTES Panel Summary l 1748 Unit &Mat I C c,ut Info I Po P siesta( OuU t Info 1 Recept Recepl Attept Accept r rme ed Su Circuit OOA 100A tea 20v 40v 120/240v IkVAI AB AB AB 2 2 00 AB AB AB 8 P 1Summary _U,, ubstat Cvcwt Info I Powe Pede I Cull I reed P Pede a1 F D F d Imo Rerepi Re ept Renept Re ept Connected I Mn I Demand Amp I Am450p, s Feeder ohms Amps Snh Circuit 0.0 50A 10A Load per ctnr Load 24 per 20, 20v 0/240v 20/210" (Ii A) NRC r(1 (kVA' pis 3-phas 100 ft AC AC AC On 1 Summary I 6 P dental OuU Informs' P ept 50A 10A 20v 120/2 20/210v r Caln,latio A.A.. A AC Circurtlnto I P P d tat Duda Into 1 cep Recept cap Re:ept ub Cucvit 30A 50A 50A 100A 120, 20v 20/ 40v la)/ 240v 1 FEEDER SIZES SHOWN IN SCHEDULE ARE FOR CALCULATIONS ONLY PROVIDE FEEDERS SIZED AS SHOWN IN SINGLE LINE DIAGRAMS. 2. PROVIDE POWER PEDESTALS DOUBLE LUGGED. LOOP FEED PEDESTALS USING FEEDERS SHOWN. 1 NUMBER NOTED INSIDE BOX REFERS TO PEDESTAL SERVING CORRESPONDING SLIPS. (TYPICAL FOR UNIT SUB SINGLE LINE DIAGRAM). 2. EXTEND CIRCUIT TO TYPE 512 FIXTURES ON DOCK INDICATED. REFER TO FLOAT PLANS FOR LOCATIONS OF LIGHTS. NOTE CONNECTIONS TO LIGHT FIXTURE MUST BE MADE 12" ABOVE SURFACE OF FLOAT SPLICING OF CONDUCTORS LESS THEN 12" ABOVE SURFACE MUST BE MADE. WITH U.L. LISTED EPDXY RESIN SPLICE KIT SUITABLE FOR WET LOCATIONS. (kV A) 00 0 OA 0 93 Loa ted pet NEC 25.1 34 0.190 133 5 08 12 17 34 1190 55 33 0. 190 23 197 09 34 190 90 3.81 00 0.9 0 0 N/A #N /A #N /A #N /A 19 00 0 N/A #N /4 0 #N /A #N /A 0 09 N/A #N /A 0 #N /A N/A 0.9 0 550 477 .99 Per EC Po Pedestal1eed r Dat I 1 Den and ,4tnps Amps Facto 210v 480v (kVA) phase 3 -phase 09 786 328 9- I P P 1 tal Feede Da I Me Demand Amps Ames Feeder to 480" Size (kVA) 1 -0hase -phase 0.9 251 34 2/0 100 208 280 0.9 29. 34 I/O 120 181 34 0.190 160 677 N/A N/A 4N /A #N /A 0.9 0.0 0 *N/A #N /A #N /.4 0 0 0 4N /A N/A 4N /A N/A 00 #N/ N/A 4N /A #N A 0.1 0 #N /A #N A ]/A N/4 91.6 08 09 67 2B1 91 679 281 1 P verP istalF der Da tests d I Me Der Amps Lad per Facto Lo 40v (IVA) NEC (kVA) -phase AA 0 8 07 325 AB 936 09 281 AC 0 0. 281 Panel Summarvl 20 0 20 0 0120 06 0.9 1583 7 02 203 1 34 0.190 133 281 iJ 190 28. 34 190 0 N/A #N /A Ot #N /A #N /A 1.0 #N /4 N/A #N /A #N /A #N /A #N /A Amps Fe 980v Se -phase COPPER FEEDER SCHEDULE FEEDER TAG APPROX O.D. COND.AWG REMARKS 20.X 35.X 50.X I 75.X 100.X 1 125.X 150.X I 175.X I 200.X I l 225.X 25(1.X 3(10.X 350.X 45U.X. 0.95' 1.0" 1 115" 1.3' 1 49" 1.625" 1.74" 1.875" 1.99" 2.285" 2.615" 2.96" #12 #10 #6 #8 #4 #2 #1 #1/0 #2/0 #3/0 #4/0 #250MCM #350MCM #500MCM p I Into pet 100 ft 500 0048 'X INDICATES NUMBER OF CONDUCTORS PER FEEDER CABLE (EXCLUDING GROUND CONDUCTORS). 100% SUBMITTAL Voltage Drop CelseIe T Lmg6 (loge Steen Drop 1ho CI (V) 1 Feed, Info I V I axe Drop Calculate ohms Amps length Voltage P scent P Drop Drop 10001 Circuit (V) F der Info hens Per 10001 MULTI CONDUCTOR TYPE 'SOW CORD MULTI CONDUCTOR TYPE 'SOW CORD MULTI CONDUCTOR TYPE 'G -GC' CABLE V hag D pCakulati Length Voltage Pe cent Drop op Circuit (V) 35 45 0 4.02 1.90 N/A N/. N/A N/4 #N/ N/A N/A N/4 #N /A I V ItageD rp Celad.e Amps Length V age to Drop Drop scut (VI NOTE. IF "L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY I: \24 \00 \005 DESIGN \4005- C33.DWG z O o a Q W c 0 0 L" O CD a Q z Z I o 3 N Ll w z w J O a 0:, Z O m 5501.5 NONE EJD (sneer No KDD I EJD Fe tar 2/16/07 24 -00 -005 t L r UNIT SUB 'KL f (t 700 /2 I '(1 200/2 2(1 200/2 3 1 200/2 4 1 200/2 5 1 200/2 6 0200/2 7 (8100/2 r T 200.3 r UNIT SUB IJ REFER TO SINGLE LINE WIRING DIAGRAM (SLWD) SHEET E -1.0' 3 -PHASE FEEDER REFER TO SINGLE LINE WIRING DIAGRAM (SLWD) SHEET E -010 800/2 1 1 200/2 20 3 4 5 1 6 1 7 200/2 (1 200/2 (1 200/2 (200/2 (200/2 (.100/2 I 1 I I 1 I 18/19 I 1.111 /012 I 400/2 .L, 200 kVA 480 120/240V 10, 3W T 2.3 1 K58 SPARE I 8 TO POLE LIGHTS ON DOCK I/J UNIT SUB 'I /J' SINGLE LINE DIAGRAM SCALE NONE 400/2 200 kVA 480 120/240V 10, 3W T S e 1 SPACE GENERAL NOTES 1 FEEDER SIZES SHOWN IN SCHEDULE ARE FOR CALCULATIONS ONLY PROVIDE FEEDERS SIZED AS SHOWN IN SINGLE LINE DIAGRAMS. FLAG NOTES 1. NUMBER NOTED INSIDE BOX REFERS TO PEDESTAL SERVING CORRESPONDING SLIPS. (TYPICAL FOR UNIT SUB SINGLE LINE DIAGRAM). 8 20/1 35.2 20/1 rNIT SUB 'I /J -K/L 1 J 200.3 35.2 200.3 TO POLE LIGHTS ON DOCK K/L I J7 /J8 I UNIT SUB 'K /L' SINGLE LINE DIAGRAM SCALE NONE L K3 4 I L3 /L4 11 1314 1 1 J3 /J4 1 400/2 V` N I 200.3 I l 200.3 1 APPROACH PIER Ii 1 GANGWAY FLOATS 200 kVA 480 120/240V 10, 3W C 800/2 11 21 31 41 51 6 71 8 4 200/2 200/2 200/2 200/2 (200/2 0100/2 20/1 I 1 SPARE SPACE UNIT SUB 'I /J -K /L SINGLE LINE DIAGRAM SCALE NONE UTILITY CO. XFMR 200.3 1 I 200.3 1 J �i r I Aw I 400/3 PER FEEDER 400.3 SCHEDULE SHEET E1.0 2. EXTEND CIRCUIT TO TYPE S12 FIXTURES ON DOCK INDICATED. REFER TO FLOAT PLANS FOR LOCATIONS OF LIGHTS. NOTE CONNECTIONS TO LIGHT FIXTURE MUST BE MADE 12" ABOVE SURFACE OF FLOAT SPLICING OF I DIST BOARD DB -N' l 400A 120/240V 9P,3W 22kAIC CONDUCTORS LESS THEN 12° ABOVE SURFACE MUST BE I MADE WITH U.L. LISTED EPDXY RESIN SPLICE KIT UPLANDS I 1 1 1 2 I I SUITABLE FOR WET LOCATIONS. 200/2 250/3 200/2 20/1 L SPARE G 0 G J J 20.3 TO GANGWAY LIGHTS SINGLE LINE DIAGRAM TRANSIENT DOCK SCALE NONE Unit Setts N4 1 I P r Pede al Outlet informal Cower 1Ld 1 Yeede Da Fe 1 r l d I 1 I ge Drop Celcu1 30A opt Re pt R reps Re 0 C Lo a d Dems Amps Amp daImc Amps l?ngth Volta), P watt Per ub 1 cuitl to Dro (120/241h 20/2 40v 1'Al 4 V 1.0 or 0.0 i1.. Al 3-phase 3-phase I IIXpt C out (V) KL 09 432 180 4/0 0062 277 35) 6A 255 KL 2 0 480 0.9 3/0 0077 2 644 268 3 432 2/0 0200 208 220 98 KL 2/0 100 208 20 3.89 KL 5 09 980 2/0 101) 208 120 KL 6 #N/ N/A N/A /A KL 0 4N/4 N/A 0 N/A N/A KL 8 0 09 0.0 0 N/A #N /A N/A #N /A Panel Summary I I t SubstaHo II -KL C rout Info I P r Pedestal Outl Iruorma I I I crept Resort Resept Rewpt Co noted f Sub Circuit OA 50. 100.A load per 1211v 120- 0 /240vv 120/240v (kVA) NEC 0 -KL 0 48.0 0.9 32 180 2/0 0100 208 200 49 270 1 KL 0 80 52 2/0 100 208 200 70 0 -EL 3 0 48.0 09 80 2/0 100 208 50 068 II- 0 48.0 80 2/0 100 208 50 162 068 II-K1 00 ON/ N/A #N /A II KI. 6 0 0 0 #N /A AN /A #N /A #N /A Ii -KL 0 #N /A #N /A #N /A #N /r 0 -3(L 8 0 0 00 0/ 00 0 #N /A ON /A #N/ #N/ P ISUnmaryI tSu II CI Info I Sub Cucuit II 2 0 11 0 Ii 0 0 0 II ll 0 11 0 0 Pane1S lmaryl 0 Pan 1 Summary I 0 '0 "400 07 09 15 .2 630 182 0 0 1 19"0 07 0.9 121.0 504 146 Po Pedes 1000 t lnformzh Recept Re ept Re Recept 311A NA 50A 100A 20v 120v 0/2 120 h 18 Feeder Calcula Unit Subs ll. I1-K1, KL I Cues Info I Po) /edes Ia0 IN0rma1 I 50A 50A 100A Ps, Su Cintitl Rece I R 1216 1120/240s 20/240v I (IVA) ed EC KL 20 1 1-61 11 -KL I FEEDER TAG 20.X 35.X 50.X 75.X 100.X 125.6 150.X 175.X I 200.X 225.X 250.X 300.6 350.X 450.X t5 Coma ed Lea (k A) 51 90 51. 480 48 0 00 APPROX O.D. 0.95" 1.0" 1 115" 1.3" 1 49" 1.625" 1.74" 1.875" 1.99° 2.285° 2.615" Po r Pedestal Feeder Da I Meter remand Amps Amps Feeder L> 240v 480v Sz 0o (kVA) -phase .0641e Po Ped I Feeder D Me mend Amps Fa load 400 (kVA) -phase 4o4 194 4/0 0062 277 28 256 180 3/0 1077 280 7.2 500 464 56 2/0 100 208 150 63 76 0. 43 080 2/0 0.100 208 6.82 2.84 90 26 2/0 0100 208 30 2/0 0.100 208 130 09 #N/ 4/A 4N /A N/A 01 0 N/A #6/A #N /A N/A 2 09 170 712 206 P Pedestal Feede Dat Meter Der I Amps actor Loa 240v (k\ 1) -ph 032 04 09 253 1055 COPPER FEEDER SCHEDULE #4 #2 #1 #1/0 #2/0 #3 /0 #4/0 #250MCM #350MCM 2.96" #500MCM COND.AWGI REMARKS #12 #10 I #8 #6 I 'X' INDICATES NUMBER OF CONDUCTORS PER FEEDER CABLE (EXCLUDING GROUND CONDUCTORS). Feeder Info ohms Amps Per 1010 ft Feeder Info I Amps ohms Amps 4800. Sze IOOUt I I Feeder Info Amps I Feeder I ohms 800 Sue -ph MULTI CONDUCTOR TYPE 'SOW CORD MULTI CONDUCTOR TYPE' SOW CORD MULTI CONDUCTOR TYPE 'G -GC' CABLE 1000ft Amps 2400 0.^ 0.0 530 315 350 0050 381 15.98 33 192 0 0.9 504 25. 350 381 230 ".95 166 '71. 70.9 712 356 050 381 220 0.74 505 500 0.048 470 (3- phosel 100% SUBMITTAL Voltage Drop Calcula Length 1 V Rage Perceu Drop Drop Ci cult (V) Voltage Drop Celcula Leng1 1ge Percen Drop Drop Cir (V) (51 Volta a Drop Cal ula' 1.enge Voltage Pe Ihnp op Curmt (V) f%) 5'0 16.22 538 10/14/07 I I 'L NOTE. IF "L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY I: \24 \00 \005 \DESIGN \4005 C33.DWG 1 Ir7 CV d NONE D E9'EJD SHEET NO KDD EJD El 3 ei OEM 0A0E 2/16/07 Ho 24 -00 -005 J Z O M-, N z g w 0 I.Ll no Z C., Z a Q O o_ m w o 0 it i? I D. Q J m H Z V) O V) I m Z D 1 I REMOVE UTILITY CO. POLE METER. AND DISCO NNECT SWITCHES, (E) REMOVE AERIAL.SECONDARY7 CONDUCTORS (E) PO MOUNTED UTILITY OA.FMR (E) REMOVE POLE. (E)' •fl' REMOVE. AERIAL.'SERVICE REMOVE AERIAL SERVICE' CONDUCTORS_(E)_ CONDUCTORS (E)_ REMOVE UTILITY MARINA DRIVE UTILITY POLE (E) Q \L- 0 -L O r c UTILITY POLE (E) REMOVE AERIAL SECONDARY E 0127 STOCK PILE 125 0 ELECTRICAL SITE PLAN WEST MARINA SCALE 1 40'7 MARINE u 30 0 SCALE IN FEET 30 DOCK 'E /F' 12EMOVE VIAL 'CONDUC 2S DOCK 'C /D' DOCK A /B' POLE MOUNTED UTILITY CO. XFMR (E)— .REMOVE,i„RIAL CHANGE 'CONDUCT! S' T`. TO 3 -PHASE ls SERVICE .r t i l w .I� 1 12,4 j .REMOVE METER AND DISCONNECT i OPWES UTILITY 'CO. -POLE (E) REMO E POLE UTILITY CO. POLE (E) RIAL RIMA RY AERIAL PRIMARY CONDUCTORS (E) 10/14/07 L NOTE. IF "L DOES NOT MEASURE 1 00% SUBMITTAL 1. ADJUST 'SCALES ACCORDINGLY I: \24 \00 \005 \DESIGN \4005- C33.DWG z. O' z O 5 -J c Q ZZ z Q z co'< C) Q -I 402 01( E3 U a= J W 0 sc 1 =40' S.EJD oa Du/O. E2 0 mans 4. 2/16/07 �a 24 -00 -005 (6)4' POWER CHASES TYP U :O.N. 0 PP -H� y <-14 0 -G O' I Y 0 0' O 0 0 P DOCK K/L (2)4" CONN oIb1S •TYP:- 4 U.O.N. HEADWALK FLOAT ELECTRICAL ;PLAN,.,- ;DOCKS I /J: &,:K' %L SCALE 1 .20'- 0" (6 }4 "POWER C ES- TYP U. N POWER JB. (TYP UNIT. SUB ;■%J` 1 0 il o I k.:. 0 PI �P91 0 0 n 10 0 O 2 0 co Ii11 '9,1.1 I �1 I I'll 'hpl' 0 n I II c :cdap 0 g 1. o: b, 4 1 d n 117, n s P ,J 'L ,I N _c J N1 1 0 lD I 1 o I. III ILI I n L `o ,Y e o I M I 1 1 .I II AI' m •..PI -A II II! I i h o 0 0 0 0 DQCK :I /J (2)4" CONN. .''CHASES• -YP- U-0.10 p.M 0 try CANOWAY 'OF 3)- i PROACH PIER SCALE IN FEET 20. 0 20 40 GENERAL NOTES 1 REFER.TO SHEET E3.4 FOR TYPICAL FLOAT ELECTRICALDETAILS. FLAG NOTES w XI YZ 1X V xY -z 0- JUNCTION BOX IN FLOAT/ UL LISTED MINIMUM 30" x 17" x 18 "d UON X P POWER X C COMMUNICATIONS Y DOCK z Box 1.0 Z CIRCUIT NUMBER POLE -LIGHT FIXTURE TYPE 'S12' UON SEE LUMINARE SCHEDULE; SHEET EO.o 1 NOTE APPLIES TO CHASES-SHOWN-ORIGINATING FROM,-OR INTERCONNECTING, JUNCTION BOXES IDENTIFIED'AS'POWER' JUNCTION BOXES (SEE.LEDGEND, THIS SHEET), 2. NOTEAPPLIES TO-CHASES SHOWN ORIGINATING FROM;-OR INTERCONNECTING, JUNTION BOXES IDENTIFIED AS 'COMMUNICATION' JUNCTION.BOXES (SEE LEGEND THIS SHEET). 3- PROVIDE 24" x -36" x 18 "d'JUNCTION -BOX IN LOCATION INDICATED. 4, SIDE T1E DOCK, REFERANCES SPECIFIC TO' SIDE-TIE MORAGE APPLY 5. 200 AMP POWER PEDESTALS; TYP OF 2 (PROJECT). LEGEND POWER PEDESTAL V VOLTAGE (WHEN W SLIP NUMBER(S) SERVED X 30 30A,120V-OUTLET X 50 50A,120/240V OUTLET X ='100 100A;120/240V OUTLET Y UNIT SUBSTATION Z CIRCUIT NUMBER NOTE: 'X DESIGNATES OUTLET PER SLIP MULTIPLE REFERENCES (Le. 30/50) INDICATES MULTIPLE OUTLETS PER SLIP APPROXIMATE PEDESTAL PLACEMENT LOCATION CHASES INSIDE FLOAT-ELECTRICAG(SEE,DETAILS SHEET. E3.4) 1 :00 S UBMI TTAL "L I DIPIRES 10/14/07 NOTE. I "L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY I: \24 \00 \005 DESIGN \4005- G.33.D' 70.'16 1 =20 ohs. EJD 3"EET "0 d1- EJD E2 re 2/16/07 G 24 -00 -005 Z 0 U1 w 1001 1 -1 130/50 T5 /T6 PT 301 T. -1 130/50 T3/T4 301GH -1.130 G28/G27 -B 100 T= 2130/50 T1 /T2' G'29 3P/56 PC 0 PG M PG- -K' PC =h PC PG H PC =G PG F -i c 71 1 r -rc cc-7 cc- 11 301. GH -1 130 G26/G25 (4)4 POWER CHASES TP U.O.N. 1 l (2)4 COMM CHASES TYP U.O.N. ELECTRICAL PLAN, TRANSCEND AT SCALE 1 20'- 0" H14%H13 301. GH= 1'130/50 .301 GH -2130 301 -2130 .301'01-1-2.130 301 GH -2130 G24/G23 G22/021 020/019 018 /017 (4)4 7- P_OWER CHASES- H12/H1 -1- 3 0'1GH= 2130/50 ES R.107H9' _,301 2130/50 301 GH -3130 G16/G15 301•GH -3130, 'G1'4/G13' ELECTRICAL PLAN DOCK _G /H SCALE 1 20'- 0" .GENERAL FLAG NOTES CHASES =TYP H8/H7 'H6 /H5 301'GH- 3130/50' 301 3.130/50. 301GH -3130 301GH, -3130 301GH -4.130 012/011 010/09 'Ge /G7 M 1 1 REFER TO SHEET'E3.4 FOR TYPICAL FLOAT ELECTRICAL 1' .NOTE•APPLIES'TO CHASES SHOWN ORIGINATING FROM; OR INTERCONNECTING, JUNCTION •BOXESIDENTIFIED'AS'POWER JUNCTION -BOXES (SEE LEDGEND,'THIS SHEET). 2. NOTE APPLIES TO CHASES SHOWN.ORIGINATING FRO, OR INTERCONNECTING, NECTING, JUNTION BOXES IDENTIFIED COMMUNICATION' JUNCTION ,BOXES (SEE LEGENDTHIS'SHEET). 3. PROVIDE 24° x 36" x 18 BOX IN INDICATED. 4 SIDE TIE DOCK; REFERENCES•SPECIFIC TO'SIDE -TIE' MORAGE-APPLY SCALE IN. FEET 20 '0 20 40 -H4%H3 301 -GH 4.130/50 64 X1.:`:YZ':IX POWERPEDESTAi- y, V VOLTAGE (WHEN -USED) 'W.' 'SLIP-NUMBER(S) SERVED X 30= 30A,120V• OUTLET X 50: '50A;120/240V OUTLET X 100= -100Al20 /24OV'OUTLET Y -UNIT SUBSTATION Z CIRCUITNUMBER NOTE: 'X'. DESIGNATES OUTLET PER BOO' REFERENCES '(i.e. 30/50) INDICATES MULTIPLE OUTLETS' PER SLIP APPROXIMATE' P, EDESTAL PL'ACEM ENT LOCATION Y -Z CONCRET P 9CA T: y2AMP PC A 'u 39 GH- 4.30/1 JUNCTION :BOX IN FLOAT/ WAISTED MINIMUM30' x.17" 2'18'd UON. X P =POWER C COMMUNICATIONS Y DOCK. .Z. BOX1 CIRCUITNUMBER' POLE:LIGHT., •FIXTURE•TYPE "S12•UON SEE. LUMINARE SCHEDULE; SHEET E0.0 P :MATCH LINE SEE 'DETAIL 2/E2.4 CHASES :INSIDE FLOAT ELECTRICAL (SEE SHEET E3.4) 1.00%- .S.UBMITTAL I. .NOTE. IF "L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY \24 \00 005 \DESIGN \4005 C33.DwG g N 5 n? 1' =20' Des.EJD. (SHEET NO °'E E2 3 e ona 00 2/16/07 "L 7. 24 -00 -005 E32 30/501 .rzoin 9 .100/301 EF=,2 ris/Fi 7 !301EF.:=2•130/50 61F15: 30 EF-3I 3 0/ 5 b PE-0 PE -A4 1 30/501 13p/50 .30/501 130/50 r .50/801:EF-3•,1.30'/pc 3o/501 j 30/501 EF.=4:,130/50 0317E30 E29/E28 E27/E98 E257E.24 1 ,E937E22 0 F8/E7 100/301 EF-8 130/50 F6/F5 3Q I 'EF,8 130/50 SCALE -'20 0 PE‘;G:,-,._ P -4 --L -14 IttiOG 11 -p 7- 12__C; 30/601.EF,7 130/50 30/501•EF7.130/50 30/501 EF. 9;130/5C 30 /501EF.9"130 /50 LLI E13/E12 E11/Of) E9/F8' 7 /E 6 W Z :ROWER' CHASES .1YR F.4/0 301'EF.",- IN/so. r0FiA$E4 'Tr u.p.N. F.14/F13 100/301. EF-5 130/50 .0OQK..!E/F. (wEs1)- cVtolEF.-101S0/$6 io./dIEF "PVf 'E3/02 OcTRIcAL PLAN OcK (EAs SCALE 1 1 F2/F1' 100/30 IF-11130/50 30 'EF5VO/S0' F 12/F11 6 0 E 0 30/801EF-,10 El, 4 ''.1 h me POWER CHASES ()4 POWER CHASE Fl 0/F9 301 EFL 6430/50' _1 i"' c7 30/661,EF-413o/S0 39/50dff 30/50I EF 30/501 EF.L7 130/50 E21/E20 7 El 9/E18' E17/E16 015/014 r 1-1,1 MATCH LINE SEE DETAIL 2/E2.3! n (12)4' POWER 1 CHASES -A '/I,L1' sLesTA KNIT SUBSTAiloti .1 TYP Fl (8)4" 'POWER 1 •1: 4 CHASES, MATCH FE DETAIL. 2/E2:57 20 SCALE -IN FEET 0 20 GENERAL NOTES 1 REFER TO SHEET 03.4 FOR TYPICAL FLOAT ELECTRICAL DETAILS. FLAG NOTES 1 NOTE APPLIES TO oF4AsOsHOWNOKoiNATirlo FROM OR 'INTERCONNECTING, JUNCTION:BOXEBIDENTIFIEDAS POWER' JUNCTION, .BOXES-(SEE LEDGEND, THIS SHEET), 2. -NOTE ARPLIES.TO CHASES SHOWN,ORIGINATINO 'FROM; OR .INTERCONNECTING; JUNTIONI3OXES IDENTiFiEp,AS,'COmMuNICATION JUNCTION:BOXES (SEE LEGEND 3: PROVIDE 34'.1(36 7 i.18"djUNCTION.BOX IN7LOCATION INDICATED 4: SIDE TIEDOCK.REFERENCE SP TO .sipEr1E: MORAGE APFLY 'LEGEND POWER PEDESTAL V VOLTAOE,(WHEN-USED) w •c_ip.NoviBER(s)SERVp X, 30 30A,120V OUTLET x 56 :50A,190/240V OUTLET' X, lOa Y uN CIRCUIT- NUMBER NOTE: 'X' DESIGNATES' OUTLETPER.SLIP• MULTIPLE REFERENCES (I.o.30/50) INDICATES MULTIPLE OUTLETS pOR SLIP AppRoximATEitaksTAL PLACEMENT LOCATION 0 JUNCTION BOX IN FLOAT/AIL:LISTED: MINIMUM 17x lfrd UON. x P POINER- X. COMMUNICATIONS. Y DOCK Z BOX'1 Z CIRCUIT- NUMBER -9. .POLELIGHt FIXTURE TYPE '812UON SEE,LIJMINARE SCHEDULE;'SHEET.E0.0 CHASES INSIDE FLOAT. ELECTR1CAL(SEE.OETAILS SHEETE3.4) 100% SUBMITTAL 10/I4/07. 'L NOTE: IF "L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY \00 005 DESIGN 4005-C33.DWG 1 qe, 0 (0 5 0 7 s'EJD 1 SHEET NO I c"'EJD l 4 7 2/18/07 r■ 24:H00-L005 POWER (4)4 POWER (6)4 POWER (6)4" POWER CHASES CHASES CHASES CHASES w 1. DS/D7 loo/3p1 CD -9 1 30 50 L.L.1 D20/D19 018/017 \D16/015 D14/D13 012 s /011- 010/09 100/301CD-2 130/50- 3000-3!3O/5O .301 130%50 100/301 CD -6 130/50 301 CD-7 301 CD8:130/50 PC-L 30/50100 7. 3 cc-pa .-A:3- --z7sE..1W o 1-- tinit4 4 L 1 A ;71 30/501 C0-1 130/50 30/501.00-3 130/50 30/501 CD- 130/50 30/501CD 30/501 00-5 130/50 30/501 CD-7 130/50 30/501 30/501 008 130/50 '30/501 -U C31/C30 C29/C28 C27/C26 C25/C24 C23/C22 C21/C20 C19 C1-7/C16 •C15/014 t.0 w V? I w. 1 06/05 30 CD-10130/50 ELECTRICAL PLAN DOCK C/D' (WEST) SCALE 1 20'- o' (6)4 POWER CHASES D4/D3 301CD-11130/50 COMM CHASES TYP U.O.N. 4 ELECTRICAL, PLAN DOCK 'C/D' (EAST) SCALE 1 20' 0' D2/01 100/301CD-12130/50 1 1 MATCH LINE SEE DETAIL 2/E2 I 4 .41.1.% (4;E;94/E:HR,,,, 0 it" g144 6 p _1 7, r t! 50,- 30/50100-9130/50 30/50100' -10i30/50 30/561C0-'10130/50 30/50 CD-11i30/50 30/501 CD, 30/501C0 i06 2[30/50 Cl C13/012 C11/C10 C9/C8 C7/C6 'C5/C4' 03/02 Cl C I Ili L.I.J (1) I SCALE- 11-1. FEET 0 20 -40 X! YZ IX GENERAL NOTES 1 REFERTO SHEET E34TOR-TYPICAL FLOAT.ELECTRIC4 DETAILS: .FLAG NOTES 1 NOTE APPLIES TO CHASES SHOWN ORIGINATING FROM OR INTERCONNECTING; JUNCTIONIBOXES.IDENTIFIED AS TOWER JUNCTION -BOXES (SEE1EDOEND, THIS SHEET). 2. NOTEAPPLIES TO CHASES SHOWN•OIRIOINATING-FROM, OR INTERCONNECTING, JUNTION BOXES'IDENTIFIED.AS 'COMMUNICATION' JUNCTION BOXES (SEELEGENDTHIS SHEET): 3. PROVIDE 24".x 36" x 16"c1JUNCTION:BOXIN.LOCATION 4. SIDE-TIE DOCk, FiEFERENCESPECIFIC TO 'SIDE TIE'.MORAGE'APPLY" LEGEND POWERFEDESTAL VOLTAGE (WHEN USED) W SLIP NUMBER(S) SERVED 30 :=.30A,120V OUTLET, X -50 50A,120/240V OUTLET 100 -='1 00A,120/240V OUTLET Y .UNITSOBSTATION Z CIRCUIT.NUMBER' NOTE: ogsioNA:TES:oungT PER SUP:MULTIPLE REFERENCES (i.e. 30/50)-INDICATES MULTIPLE.OUTLETS.PER SLIP APPROXIMATE PEDESTAL PLACEMENT LOCATION JUNCTION•BOX IN FLOAT/ UL LISTED- MINIMUM:30" x 17 x18"cl UON X P POWER X C COMMUNICATIONS Y DOCK Z.= BOX1.0 Z. CIRCUIT NUMBER POLE LIGHT FIXTURE TYPE 'S12! ObN SEE !..um!RE go.o CHASES :INSIDE FLOAT ELECTRICAg.PTAILS SHEET E3.4); lop% :puamiTTAL. 0 (T) 5 0 Lu z 5 z ct CL Z 0 UV) eL 0 0 o 2 w 1— w c=- 1 =20' 5 EJD 1"' KDD 5 EJD NOTE. Im IF "L DOES NOT MEASURE 1 P''''' 2/16/07 ADJUST SCALES ACCORDINGLY I: \24-\ 06 \On\ DESIGN \4005 'Y 24-00-005 810/B9 301 AB- 3130/50 4DCA —G 301 AB -3 130/50 A10 /A9 820/819 .301 AC-1130/50 301AC- 1130/50 A20/A19 88/87. 301 AA 1 A -.1 30/50' 301. AA -1 130 /50'. A8 /A7 (2)4" AND (8)2" POWER CHA_S_ES, L% 818/817' 301`AC 2'30/50 301 AC -2 130/50 A18/A47 (4)2' POWER CHASES B6 /B5 '301 AA-2130/50' 30( AA- 2130/50 A6 /A5' .301 AC,-3130/50 Al 6/A15' .UNIT SUBSTATION 'AC' (4)2" POWER CHASES 816/615' 301 AC- 3130/50 CA —J ELECTRICAL „PLAN DOCK 'A/B' (WEST SCALE 1 20'— 0" B4 /B3 301 AA -3 "130/50 —Z CA —E N UNIT SUBSTATION .M UNIT• SUBSTATION• 'AB' 'CA -8 301 AA- 3130/50' A4 /A3 E LECTRICAL :PLAN DOCK A /B' (EAST) SCALE 1 20'— 0 B14/B13 301. AB-1130/50 -t+T- 30r AB —A 130/50 Al 4/A13. A A (2)4 COMM CHASES .TYP U.O.N. B2/B1. 301AA= 4130/50 "Pt-101977' GA —A 301AA.4(30/50 A2 /A1 -(2)47 AND (4)2 ,POWER CHASES: 'TYP 812/811 301'AB- 2'130/50. 301AB= 2.30/50 Al 2 /A11 (2)4" AND (4)2' POWER..CHASES' 20 SCALE IN FEET 0 20 40 2 Xi. YZ .IX V' GENERAL NOTES 1 REFER TO'SHEET E3.4 FOR TYPICAL FLOAT' ELECTRICAL DETAILS. :FLAG 'NOTES .1 NOTE APPLIES TO'CHASES'SHOWN ORIGINATING.FROM, OR INTERCONNECTING; JUNCTION.BOXES•IDENTIFIED AS !POWER' JUNCTION, BOXES(SEELEDGEND, THIS SHEET). NOTE APPLIES TO CHASES SHOWN'ORIGINATING FROM, OR INTERCONNECTING, JUNTION BOXES IDENTIFIED.AS'COMMUNICATION' JUNCTION BOXES (SEE LEGEND THIS SHEET)'. .3. PROVIDE'24" x 36 ".X.18 "a JUNCTION,BOX IN LOCATIONINDICATED. 4..SIDE TIE DOCK, REFERENCE SPECIFIC TO'SIDE -TIE' NONAGE APPLY Z LEGEND POWER PEDESTAL V 'VOLTA (WHEN USED). W SLIP NUMBER(S) SERVED .X =30 30A,120V OUTLET X '50 50,4,120/240V OUTLET X '100 100A,120/240V OUTLET Y E, UNIT SUBSTATION .Z 'CIRCUIT NUMBER NOTE:'X"DESIGNATES OUTLET PER -SLIP MULTIPLE REFERENCES (i.e..30 /50) INDICATES MULTIPLE OUTLETS PER SLIP APPROXIMATE,PEDESTAL PLACEMENT. LOCATION JUNCTION BOX. IN FLOAT/ UL LISTED: MINIMUM 30" x 17 .x 18 "d UGH X= P POWER X .0 COMMUNICATIONS. Y 'DOCK Z BOX 1'.0 Z =+CIRCUIT NUMBER 'POLE'LIGHT FIXTURE. TYPE 'S12 "UON' SEE LUMINARE SCHEDULE; SHEET E0.0 'CHASES INSIDE FLOAT.ELECTRICAL (SEE DETAILS SHEET E3.4) SUBMITTA NOTE. IF' "L 'DOES NOT MEASURE 1 ADJUST' SCALES ACCORDINGLY I: \24 \00 \005 \DESIGN \4005- C33.DWG 0 N 5 Z 0 V1 Z' gm Q J.Q a U W O Z'. ix W J Q w 2 O m. s�A E 1 —20 oES.EJD !SHEET NO oA <DD' N 6 EJD' sEns' pA1E 2/16/07 24 -00 -005 NOTE: SEE GENERAL NOTE 10, SHEET E0.0 I 1 ELECTRICAL SITE PLAN SOUTH MARINA E2.0 1 SCALE 1 20'- 0' SERVICE r'EDISTAL 'DB -N' SIG SI S SIG G S1G.� SiG•_�10/ SIG ,S1G it /(2)2" (RGS) TEL AND 0 co MARKS B!lILD1Hf, (2) "C- TEL. AND CABLE (2)4"C-POWER- 2)4" -POWER*/ (1)3/4 "C (RCS'. (2)4 "C (RGS) -POWER SERVICE PEDESTAL 'DB -SE' UTILITY CO. SECONDARY POWER AND TEL RISER FUTILITY POLE WITH- POLE MOUNTED UTIL. CO. XFMR. UNDERGROUND UTILITY CO. SECONDARY NOTE. SEE GENERAL NOT' 10, SHEET 00.0 1 PAD MOUNTED UTILITY CO. TRANSFORMER E3.0 TYP S1 {G ,SIG SIC: I DIST 'BOARD 'DB --NE1 ,UNDERGROUND. UTILITY I N CO, SECONDARY ;'i. PAD MOUNTED, UTILITY. CO. (VAULT BELOW)' UNDERGROU14 UTILITY -00. `•PRIMARY .POLE RISER UTILITY POLE (E) "C POWER (2)4 "C- TEL AND' CABLE I NOTE: SEE GENERAL NOTE 10, SHEET E0.0 UTILITY POLE(E) "C LIGHTING "C TEL AND CABLE (2)4 "C.0. (4)4 "C P E t '1 (2)476- j I TEL AND. CABLE' (6)4 "C- POWER (1)70.^,?.. s s SIG SIG SIG. ,S1G'i ,S1,G, Sld',S,IG SIG. 6 P 6 (6)4 "C ELECTRICAL SITE PLAN NORTH MARINA SCALE 1 20'- 0" "C (6)4 C (3)2 "C.O. ,r TEL AND CABLE' RISERS UTILITY POLE TELPHONE (RELOCATED)' A TYP OF 9 DIST BOARD 'DB -S' UNDERGROUND UTILITY CO: SECONDARY rPAB. "MOUND Amu-Pe-co:- TRANSFORMER (VAULT BELOW)" UNDERGROUND TEL. AND CABLE SERVICE CONDUITS UNDERGROUND UTILITY CO. PRIMARY POWER RISERS 1 TYP FLAG NOTES SIG §1G 1G 00W., .CORD TO POLE M ro. LIGHT AND C'NGWAY LIGHTS "C..:(P ,O PROVIDE CONDOR- 'BELOW -APPROACH PIER. INSTALL ABOVE 'PILE, CAP I/ 1 TEL. PAD (2)2 "C (RGS)- kL)C AND CABLE MARINA DRIVE TEL AND CABLE RISERS UTILITY POLE (E)r I NOTE. SEE GENERAL NOTE 10, SHEET E0.0 GANGWAY (4)4 "C (RGS)- ,I- TEL-. AND CABLE 0 ELECTRICAL SITE PLAN SOUTH CENTRAL MARINA SCALE 1 20'- 0" 1. CONCRETE PAD (4" THINK MINIMUM) MATCH ELEVATION OF ADJACENT SIDEWALK. SLOPE NORTH. 2. UTILITY TRANSFORMER OVER VAULT TOP OF VAULT LID TO MATCH FINISH ELEVATION, OF ADJACENT SIDEWALK. 3. TOP ELEVATION OF UNDERGROUND VAULTS AND BOXES.SHALL MATCH FINISHED ELEVATION OF ADJACENT SIDEWALK. 4. CONCRETE PAD (4" THICKMINIMUM) LENGTH AND WIDTH AS.SHOVVN. MATCH FINISHED ELEVATION OF ADJACENT ASPHALT SLOPE TO WEST 5. ALIGN CONDUITS WITH FLOAT MOUNTED'ELECTRICAL AND TELEPHONE CHASES (TYP 6. STUB (2)4 "C THROUGH CONCRETEABUTMENT AND CAP ELECTRICAL SITE PLAN SOUTH MARINA SCALE 1 20'- 0" 1 100% SUBMITTAL TYPE '0' CABLE (SEE SINGLE LINE WIRING DIAGRAM RECONNECT (E) -'POLE MTD. INSTALL 3/4 .RGS _RISER. BELOW PIER TO LIGHT. (6)4 ".0 (PVC) =POWER (2)2 "C (PV,C) TEL •AND CABLE W /BEL ENDS -BOTH' ENDS_ APPROACK. PIER I STUB' CONDUIT -BELOW.i.APROACH' TIMBER BULKHEAD TYr. 'C' CABLE (SEE LINE DIAGAM) 1 10/14/07 1 "L NOTE. IF "L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY I \24 \00 \005 DESIGN \4005- C33.DWG z 0 01 w z 0 N Z Z da W z z �g a Q� o M U Z c7 w F. d Q W W Z z W m sc.i.e I =20 Des.EJD sweet NO OJO E2 7 EJD re Ia ..m 2/1 6/07 Ho 24 -00 -005, TY 'S1G' LIGHT ss FIXTURE r1 GANGWAY D r" PLAN TYPE VG' LIGHT FIXTURE SEALTITE FLEX S TYPE 'SIG' LIGHT FIXTURE SECTION A -A SEALTITE FLEX SECTION B -B BOX JUNCTION 314'C (PVC) LIGHT APPROACH PIER TYPE' SOW CORD GANGWAY JUNCTION BOX GANGWAY LIGHT MOUNTING DETAIL (TYP SCALE NOT TO SCALE TO NEXT FLOAT TYPE 'G -GC' CABLE GANGWAY STAINLESS STEEL MESH CABLE GRIP (TYP.) BELL AND (TYP ELECTRICAL CHASE ENDS) TYPE 'G-GC' CABLE GANGWAY TRANSITION DETAIL DOCK E/F SCALE NOT TO SCALE TYPE 'G-GC' CABLE CONDUIT CHASE MTD TO UNISTRUT WITH STAINLESS FASTENERS APPROACH PIER CONDUIT CHASE MTO TO UNISTRUT WITH STAINLESS FASTENERS BELL AND (TYP ELECTRICAL CHASE ENDS) PILE TYPE 'G -GC' CABLE SCALE IN FEET GANGWAY STAINLESS STEEL MESH CABLE GRIP (TYP.) GANGWAY TRANSITION DETAIL DOCK I/J AND K/L SCALE NOT TO SCALE It a 30 0 30 60 100% SUBMITTAL EXISTING FLOAT MIRES 10 NOTE. IF "L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY \24 \00 \005 \DESIGN \4005 -C33 DWG So. E NONE DES. EJD SHEET NH E °p E3 0 OE O mum 2/1 Ho 24 -00 -005 N COVER No. 44 -332P 730 LBS. PSPL CODE #7654900 COVER ONLY) BASE No 444 -L 2,280 LBS. 2 1/2' DIA. GROUND ROD KNOCKOUT 2 PLACES IN FLOOR 4 3/4" DIA. KNOCKOUT 4 EACH SIDE, 4 SIDES GALVANIZED PULLING IRON 1 EACH SIDE, 4 SIDES 3' -2 1/2 4' -0" 4' -0" FULL 180° OPEN 3 0 UNDERGROUND VAULT DETAIL (TYP SCALE NOT TO SCALE SPRING ASSISTED GALVANIZED DIAMOND PLATE COVER W/ LOCKED LATCH RECESSED LIFT HANDLE 5/8" DIA. LIFT INSERT 4 PLACES GALVANIZED "C" CHANNEL, 2'- 0'LG.1 EACH SIDE 4 SIDES 4' -0" 1 1/2" DIA. LIFT HOLES 1 EACH SIDE, 4 SIDES PLAN SYMBOLS: Ind Mans 511311 SMALLER ON HALMS) P CONDUIT (AS INDICATED ON PLANS) 1 -1/4" DIA. LIFT HOLE FULL 180 OPEN GALVANIZED DIAMOND PLATE COVER WITH LOCKING LATCH LABEL TELE OR' ELECT AS APPLICABLE UNDERGROUND PULLBOX DETAIL (TYP SCALE NOT TO SCALE PLAN SYMBOLS: El COVER PRECAST CONCRETE 151/2' 21 12" INTERIOR DIMENSIONS 18 3/4 "L 12 3/4'W 15" PLAN SYMBOLS: (01003 0010 Sullen 4M 151189S SWIM SWIM CH w1+5) NAN UNDERGROUND HANDHOLE DETAIL (TYP SCALE NOT TO SCALE 36' MIN FILL PIPE W/ CLASS 3000 CONCRETE DOME TOP 6" 0 SCH. 40 PAINTED WITH 3 COATS OF SAFETY YELLOW SLOPE CONCRETE 3000 PSI CAST IN -PLACE CONCRETE FINISHED GRADE 12 "MIN MARKING TAPE BACKFILL SELECT BACKFILL SAND BASE 3' MIN 2' 2 DUCT SCHEDULE SYM 1 SIZE I DESCRIPTION' A I 4" I POWER UTILITY CO. PRIMARY B 4' TELE/COMM C 1 1 -1/4' CAN PROVIDE UNDERGROUND DUCTS IN COMPLIANCE WITH STANDARDS OF INDICATED UTILITY PROVIDE THREE SECTION INNER -DUCT BETWEEN SERVICE POINT TELEPHONE TERMINAL BOARD. DUCT BANK DETAIL (TYP SCALE NOT TO SCALE r pia) 100% SUBMITTAL 3 2'-6' PIPE BOLLARD DETAIL (TYP SCALE NOT TO SCALE I opium 10/14/07 NOTE. IF "L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY \24 \00 \005 \DESIGN \4005- C33.DWG SCALE NONE OE3 'EJD KDD EJD SHEET No E3 1 DAZE 2/16/07 L'e 24 -00 -005 POWER PEDESTAL CHASE(S) -AS 12" (18" FOR SIDE TIE) CAP FLUSH WITH EXT RACE OF FLOAT (TYP OF 2 INDICATED ON PLANS POWER CHASES PER PLANS FLOAT FACE AND CAP (TYP OF 2) SIDE OUTLETS LIGHTS POWER PEDESTAL ORIENTATION SIDE OUTLETS LIGHTS POWER PEDESTAL ORIENTATION 1 FLOAT RUB STRIP COMM. CHASES PER PLANS (2)3' POWER CHASES FLOAT RUB STRIP COMM. CHASES PER PLANS CENTER PEDESTAL ON PILE C.L. (2)3" POWER CHASES (1)4" CHASE STUB FLUCH WITH FLOAT FACE AND CAP (1)2" CHASE STUB FLUCH WITH FLOAT FACE AND CAP (TYP OF 2) '2 CONCRETE (BOTTOM OF ELECTRICAL JUNCTION 80X: y— CHASES WHERE INDICATED) JUNCTION BOX DRAIN'(MIt4 1 1 /2 -DIA.PVC}. TYPICAL FLOAT SECTION SCALE 1 1 0' EQ. EQ. TYPICAL ORIENTATION PLAN SCALE 1 /4 1 0" JUNCTION BOX(ES) POWER PEDESTAL (2)1" COMM CHASES JUNCTION BOX (TYP.) PILE AND PILE HOOP POWER PEDESTAL (2)1 COMM CHASES JUNCTION BOX (TYP.) N \„_(1)4" CHASE STUB FLUCH WITH FLOAT FACE AND CAP (TYP OF 2) (1)2" CHASE STUB FLUCH WITH TYPICAL ORIENTATION PLAN (0 PILE) SCALE 1/4 1 0" CENTERLINE OF NEXT FINGER (TYP I OF 2) (2)1" COMM. CHASES (2)3" POWER CHASES SIDE -TIE PEDESTAL (WHERE SHOWN ON PLANS) POWER CHASES PER PLANS SIDE POWER PEDESTAL ORIENTATION SIDE OUTLETS LIGHTS OUTLETS I LIGHTS POWER PEDESTAL ORIENTATION UNIT SUBSTATION UNIT SUBSTATION FLOAT DISTRIBUTION SECTION INCOMING (LINE SIDE) (12)4" POWER CHASES f o (4) 4"-POWER CHASES S ON oY (3)4" POWER CHASES ‘71 L C ETP'aWEtF1� TYPICAL ORIENTATION PLAN 0 UNIT SUBSTATION SCALE 1 /4 1 0' EQ. POWER PEDESTAL FLOAT RUB STRIP COMM. CHASES PER PLANS (2)3" POWER CHASES POWER CHASES PER PLANS POWER PEDESTAL FLOAT RUB STRIP COMM. CHASES PER PLANS POWER CHASES PER PLANS (2)3" POWER CHASES COMM. CHASES PER PLANS 18" (1) 2' COMM. CHASES POWER CHASES PER -PLANS (2)1" COMM CHASES 18" /JUNCTION BOX (TYP.) (1)1" POWER CHASES 18" I I EQ. 21)4 CHASE STUB FLUCH WITH FLOAT FACE AND CAP (TYP OF 2) (1)2" CHASE STUB FLUCH WITH FLOAT FACE AND CAP (TYP OF 2) TYPICAL ORIENTATION PLAN WITH LIGHT POLE (0 PILE) SCALE 1 /4 1 0" PILE AND PILE HOOP (2)1 °'COMM CHASES JUNCTION BOX (TYP.) (1)1° POWER CHASES 21)4" CHASE STUB FLUCH WITH FLOAT FACE AND CAP (TYP OF 2) (1)2" CHASE STUB FLUCH WITH FLOAT FACE AND CAP TYPICAL ORIENTATION PLAN WITH UGHT POLE (NO PILE) SCALE 1/4 1 0" CENTERLINE OF NEXT FINGER (TYP OF 2) 100% SUBMITTAL EXPIRES 10/14/07 'L NOTE. IF "L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY I: \24 \00 \005 \DESIGN \4005- C33.DWG z 0 0 Z o Z a Q La. O Z o> Q a 0 CO "c=- NONE OE4 'EJD KDD EJD SHEET NO E3 2 Of MEETS °P 2/16/07 "0 24 -00 -005 REMOVE AERIAL CONDUCTORS (F E2.0 REMOVE AERIAL CONDUCTOR N 11P' A trP REMOVE POLE. METER AND DISCONNECT REMOVE LIGHT REMOVE POLES POLE AND 0/H PRIMARY TO REMAIN E2.0 r :s 4. POLE TO REMAIN 100% SUBMITTAL REMOVE AERIAL SEC. CONDUCTORS REMOVE DISCONNECT AND METER EQUIPMENT z o P o cr) 'Z -I REMOVE AERIAL w CONDUCTORS CD tX LIJ Z CI 0 0 o E a 0 L.—.4 0 z 0 w 0> o_ w 2 F- 0 03 10/14/07 I NOTE. IF L DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY 24 00 005 DESIGN 4005—C33.0WG SCALE NONE DES. E JD I SHEET 0 KDD E3 EJD I sms 2/16/07 24-00-005 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Owner PORT OF PORT ANGELES PO BOX 1350 PORT ANGELES Permit Additional desc Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date Qty Unit Charge 1 00 42 2000 Fee summary Permit Fee Total Plan Check Total Grand Total WA 983620251 Per Charged 42 20 00 42 20 COMMENTS /ACTION NEEDED ELECTRICAL ALTER ACCESS UNLIMITED 92312 ACCESS UNLIMITED 42 20 12/19/06 6/17/07 CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST 5TH STREET PORT ANGELES. WA 98362 06 00001330 925180 832 BOATHAVEN DR UTIL 06 30 00 0 7 9800 9000 ELECTRICAL ONLY' INDUSTRIAL HEAVY 0 Contractor ACCESS UNLIMITED AND SECURITY 2615 N CINCINNATTI SUITE 101 SPOKANE WA 99207 (509) 241 .0563• COMMERCIAL AND SECURITY AND SECURITY Plan Check Fee Valuation EL LOW VOLT SYS =2500 SQFT Paid Credited 42 20 00 00 00 42 20 00 iJL) Uc P. an 0I edk,, Fee My .H...n utlon Contractor 'IN M P' Date 12/19/06 Due 00 00 00 00 0 Extension 42 20 CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE DITCH ROUGH -IN COVER SERVICE FINAL GENERAL COMMENTS: ELECTRICAL PERMIT INSPECTION RECORD INSPECTION TYPE DATE ACCEPTED YES I NO I I I I I I I I I I I I COMMENTS E P)12 -ED 5 9 -05 PV/-1102.1314/96) Job wired by EI ctrical contractor ame CCe5. 0,7/ Purchaser s mailing address 26/5 AL emeirvi City Inspection Date Date 7- ,427 J 4q/ r abgael ®'Electrical Contractor Owner Electrical Load Additions and or subtractions NO LOAD CHANGES Baseboard KW Furnace KW Heat Pump Ton LAR Fan -Wall KW License number Date E sus 7 4 r]I��YA 7 New a /01 State ZIP ►PO L4 n Telephone number 509 -2(/ os ''Prems owner's name e)/‘ 1 0 47— 49 J Address of ins ect U ,r-% /-fngeic. t Phone number to schedule inspection v ^n e/ FAX number ,sa z V V a Owner as defined by RCW 19.28.261 (I) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical instal- lation or alteration in compliance with the electrical laws, N E.C. RCW Chapter 19.28, WAC. Chapter 296 -46B The City of Port Angeles Municipal Code, and Utility Specifications. /Signature of owner electrical contractor or electrical administrator Date Overhead Service Temp Service Underground Service SAME DAY INSPECTION, CALL BEFORE 7.00 AM 360- 417 -4735 ROUGH -IN THERMOSTAT FINAL Approved By mate Appro d By J Date 7- Date DITCH Area, Building or Equipment Inspected ELECTRICAL WORK PERMIT APPLICATION �.t.1 \(Instal>iel description L9" Commercial Residential Car Appr ed By Appr ed By Altered/Addition ,eveC 5 6-7-i i' x'32 l�a4T Wavy _IX Cash Check Card Visa Mastercara Discover Expiration Da f card y 6 75t. Date Date .7 ifrtv.�.;,v C Inspection fee Service Information Voltage Phase 1 3 Service Size. Feeder Size: SERVICE FEEDER Action Taken Appr ved By Approved By Electrical Inspector PORT ANGELES MARINE DOCK 832 BOATHAVEN DR PORT ANGELES WA 983622101 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Nucvoto Application Number 06 00000903 Date 8/16/06 Application pin number 056981 Property Address 832 BOATHAVEN DR ASSESSOR PARCEL NUMBER 06 30 00 0 7 9825 5002 Tenant nbr name PORT OF PORT ANGELES Application type description COMM MECHANICAL PERMIT Subdivision Name Property Use Property Zoning INDUSTRIAL HEAVY Application valuation 3525 Owner Contractor DAVE S HEATING COOLING PO BOX 413 PORT ANGELES WA 98363 (360) 452 0939 Permit MECHANICAL PERMIT Additional desc Permit pin number 84962 Permit Fee 64 70 Plan Check Fee 00 Issue Date 8/16/06 Valuation 0 Expiration Date 2/12/07 Qty Unit Charge Per Extension BASE FEE 50 00 1 00 14 7000 ECH ME INSTALL 100- FAU 14 70 Fee summary Charged Paid Credited Due Permit Fee Total 64 70 64 70 00 00 Plan Check Total 00 00 00 00 Grand Total 64 70 64 70 00 00 Sig ure of Contractor or Authorized Agent T \Policies \1102_15 building permit inspection record05.wpd [1/4/2005] I Da e Signature of Owner (if owner is builder) Date Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. l- hereby certify that -I have read -and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING /LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT BUILDING PERMIT INSPECTION RECORD YES NO CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I I I PLANNING DEPT 417 -4750 I I I BUILDING 417 4815 I \Policies \l 102_15 building permit inspection record05.wpd [1/4/2005] FINAL FINAL 0 o -I s -U 6DATE V LL- ACCEPTED BY. SEPA. ESA. SHORELINE: DATE ACCEPTED BY. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING I I I I I I I I I e L~ ~ ~~ CITY OF PORT ANGELES DEPARTM.... ..: OF COMMUNITY DEVELOPMENT - ILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 ~ ~ I Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property zoning . . . Application valuation 06-00000903 Date 056981 832 BOATHAVEN DR 06-30-00-0-7-9825-5002- PORT OF PORT ANGELES COMM MECHANICAL PERMIT 8/16/06 ~ 0J INDUSTRIAL HEAVY 3525 Owner Contractor PORT ANGELES MARINE DOCK 832 BOATHAVEN DR PORT ANGELES WA 983622101 DAVE'S HEATING & COOLING PO BOX 413 PORT ANGELES WA 98363 (360) 452-0939 ---------------------------------------------------------------------------- Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date MECHANICAL PERMIT 84962 64.70 Plan Check Fee 8/16/06 Valuation 2/12/07 .00 o Qty Unit Charge Per Extension 50.00 14.70 BASE FEE 1.00 14.7000 ECH ME- INSTALL 100- FAU Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 64.70 64.70 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 64.70 64.70 .00 .00 ~ CN ~ ~ ~ ~ ~ A' , ,/ o ? c9 ~ ~~ \J ), . C) 0- Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last -inspection. -1-hereby-certify-thaHl'1ave-read-and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the peiiormance of construction. Signature of Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date - T:\Policies\1102_15 building pennit inspection record05_wpd [1/4/2005] ~ BP"'- ,DING PERMIT INSPECTION RECO"- - CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE '"^,'CDJ:'rTr:n A 1\rn ",rrrD"rJ::'n onc"T' DT:"nltt..4'"T'Y' ....T J,. "'''A.TC'n'lr'l'l Tr'll.YTC" 'I' ,....,....,. """'''.T "4.~"__"__I.4'_J"___" ._...,. .......,r...7. ..L:I.'-1"... .J...r-.......'-Il,~J...'-"v'"'u.:).I..J'-''-ft..IV1''1. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS SHEAR WALLS 1 WALLS FOUNDA TlON DRAINAGE 1 DOWN SPOUTS r 11jr..~ POST HOLES (POLE BLOGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER UNE (METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY: BACK FLOW 1 WATER AIR SEAL WALLS CEILING FRAi\oiiNG JOISTS 1 GIRDERS SHEAR W ALUHOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING I I MECHANICAL HEAT PUMP 1 FURNACE 1 DUCTS GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY FINAL DATE ACCEPTED BY: COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT#'s SEPA: P ARKlNG/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/uSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRlCAL - LIGHT DEPT. 417-4735 ELECTRlCAL LIGHT DEPT CONSTRUCTION R.W.I PWI CONSTRUCTION - R.W. ENGINEERlNG 417-4807 PW 1 ENGINEERlNG FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. - - f1 / /fjf t!J6 ~k. BUILDING 417-4815 BUILDING . . KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. T:IPoliciesl1102 15 buildinl! oemnt inspectIOn record05.wpd [1/4/20051 ~ ~ V\ ) I ~~~ ~ OI\D o ..... CD .... ..... CD 1<11<1 Clf-o 0'(0'( 0.0 01 M 01 o , N lO .,. >< ..:l <>: 1<1 H ..:l ..:l f-o f:lgj ~~ f-o,"> Z .. 0<>: HO f-of-o UU 1<11<1 0.0. UlUl ZZ H H o \D M :> H o gJ Ul l<l1<1 ZZ 00 :X::X: 0.0. f-o H :>: <>: l<l 0. ..:l 0'( U Cl:': H ~g~~ HQO~ enQ at) l<lOl<1lOl<1 ..:l UZ , :>: l<l HlO <>:Cl"'<>:N~ O~Cl~~O Z Z 'U OOf-lHcnr-- :>P::E-tOO 1M ~~raf;1~~ E-t ::I:CJoo ~~(J}~~g m - 00 E-ttilE-tMO N lJ:: :> P::: I I MO~OI.D\.D coOtQP-.oo N lO N o ,., ....Ul l<l '..:l \Dl<l OCl ";;)~ .... .....f-o CD<>: o 0. o 1<1r>. ~O 0.>< I<1f-o <>:H o.U <>: <>: . III <>: .1<1 ZO III Ul ,tJ .~ Ulf-o;:i ..:lZ ~~f-ogj!j..:l 8&H5~~g; O'(f-oUOo.O'( , , , 0 '0 , .. 'M ,.... , , '1<1 ,:>: , H 'f-o , , ~ Ul >S o Ul 1<1 f-o o Z Cl ~ :>: 0. \D ..:l lO 0'( Z N HOI.... r>.M 01 ..:l0\D 0'( , 0 UNO ~~~ O~~ 1<1 1<1 CD ::;:,">0 Ul f-o Z 1<1 Z~ 00 HU f-o..... o.Ul Hf-o ~S UlUl 1<11<1 !-l0<>: ~ *' P< f-o , o...:l , 5Ul~ , ZUl , H f:l1 I I ~ <>:: : Oqq ~~~ UlI<1 :;f:l~ 0:>: 1<10 <>:U ~ Ul f-o ffi ~ o U \D o ..... CD .... ..... CD !-l ~ 0. .... o 01 01 1<1 :>: o Ul ..... 0. >< f-o 5'8' . CITY OF PORT ANGELES DEPARTMENT OF LIGHT APPLICATION AND ELECTRICAL PERMIT A 5'10 FEE AECEIPT NUMBER PERMIT NUMBER . T110TAL FEE / L.,!!2 Zbb 0;4-1 7J"r'T1TvVse / (t,./ CONT. Lie. NO. TIMETOCOMPLETE NO. STORIES LEGAL OCCUPANCY 8.3 2 l,DA-rl..fA.(/f. f)9lEFR1CAL PERMIT O"NLY NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT Site Adbress P.A. f?:el'rr rf-AJe,J ~GAfT7Z~ Ff.-.l57't'I M~iL[tJ\.. 'b1L- i CORRECT ADDRESS IS RESPONSIBILITY OF APPLICANT PERMITS WITH WRONG ADDRESSES ARE CANCELLED . Owner I }11. 1/J4N/;~-IST1;~J.- installation By . . ~P(c' P'-L:CA7:v . Owner'. Address Installers Address' _ / &0. ~ AI ~/ DayPhbne. Installers Phone .:.1?;7'- ~O~ Appllc tion js herebY.'!1ade for Permit to i!1staJI E;le~trical Equipment as fC?llows: / Ales. J i4-t-J- C-tre{;, ~ / Ai ,-1 Wiring Method . I AMP 240V NUMBER AMP 120V 24QV . USE OF"CIRCUIT NUMBER PER .. 120V 100R FEE USE OF CIRCUIT PER 100R FEE I CIRCUITS CIR '" 30 CIRCUITS CiR 10 30 LIGHt SIGN LIGHt 50 VOLTS OR LESS CON~ENIENCE - MOTOR CONVENIENCE MOTOR , APPU~NCE MOTOR .' DISH~ASHER FIRE ALAR'-1S , , BURGLAR ALARM DISPqSAL , MISC. RANGE I . - . . OVEN I WATEf HEATER lAUN:DRY - , DAYE ~ . . REINSTAllATION lIGHl FIXTURE # FURNt,CE SUB TOTAL FEE . GAS. OIL FURN~CE ENERGY FEE ELECTRIC . ELEC~RIC HEAT BASIC FEE TOTAL FEE . ELEqRIC HEAT SIZE OF SERVICE SWITCH OR CIRCUIT ,BREAKER A,C, U~IT AMP PHASE FEED~R SIZE OF SERVICE ENTRANCE CONDUCTORS SERVllbE q , A.W.G. j . I SUB. TOTAL ' SIZE OF GROUNp . SIZE OF ENTRANCE SWITCH i ceriil that the work -to be performed under this permit ";ill be. done by'the installer a~~ ormance ~'th ;h~ N.E.C. Electricai Code. I ,- , '~-I '- 'b& :0i~, Date Arlication made C--, 19 By, "" - .. - CONiR CTOR OR OWNER (OR AUTHORIZED AGENT) Po mission is hereby given to do the above de~cribed work, according to the conditlonst~ and according to the approved plans and . specifidations pertaining thereto, subject to compliance with the Ordinances.of the.City of._Port Angeles. I . .... _-'DIRECTOR OF CITY LIGHT : + :--' \ , ~ate Permit Issued . I I WA~NING By PLANS APPROVED ~ " \ \.; t I Notify Department'of City Ught by Street Address and Permit Number when -read/for inspe~tlon. WO~k mus; not be covered or current tl,Jrned on before Inspection and_O.K. for covering or service has been given by Inspector In Writing on Permit Placard. A.. Permits Phone: 457.0411 Ext. 158. .\ , . PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK - SEE OVER _ I , I OLYMPIC FRINTERS, INC. WHITE. Original CANARY - Duplicate PINK. Triplicate WHITE CARD -Inspector's Report REPORT OF IN'SPECTOR DATE OF VISIT MADE BY REMARKS . . . - . . , - - , , - -C-, ".. ,--' \,1... ,., . , 0 - 0' - . 1 . , .- , " , - -- , - " , , - , - " - .. - - - ", n I - . - I , , , . - , -..... .. I. , - , . . .. , , . - -~v..C.H1Nu ; - 1:1 - II ~ . _ _........EST eo~DV"'" - s/\-/(y/ It!! JV FINAL O.K. ., 7 7 I 'v , , , . z c:I II: <I: :E ~ :I: I- Z W l- . I- o Z o Q . v I ~~E!fu:ER I I CITY OF PORT ANGELES DEPARTMENT OF LIGHT .APPLlCATION AND ELECTRICAL PERMIT A 000107 PERMIT NUMBER . I .. st> t:Jc,VNe~ j;e(.J~1'I. I Io.~ PUN1P (ON r. . lOT AL FEE CONT. Lie. NO. TIME TO COMPLETE NO. STORIES LEGAL OCCUPANCY If.. \ ELECTRICAL PERMIT ONLY NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT Site Address !30/J-r--- !ll/ue;V bV<::<.T <6 ~? I ~ CORRECT ADDRESS IS RESPONSIBILITY OF APPLICANT PERMITS WITH WRONG ADDRESSES ARE CANCELLED Owner Lol?""" (!; F f'iol? r A lYe eo 1..<' S Installation By /Y Owner's Address ] J~ fA) /5 r 1J17/V1 iJ L (J Go Installers Address {() U f? ,< Day Ph~ne '-{(: 7 -c '1 S"' ).,/ Instaliers Phone. Application Is hereby made for Permit to instali Electrical Equipment as f"llows: /#5 rlfLL Me 7e I( "f- ~ IJ S-e'we !?U/Vl t" M~IIY Wiring Method (?ONfJa (r e. US~ OF CIACUIT NUMBER AMP . 120V - 240V NUMBER AMP 120V 24QV PEA 100R FEE USE OF CIRCUIT PER 100R FEE CIRCUITS CIA 10 30 CIRCUITS CIA 10 30 LIGHT! SIGN LIGHT! 50 VOLTS .- I OR LESS CONV~NIENCE . MOTOR CONVENIENCE MOTOR - I APPLIANCE MOTOR . I DISHWASHER .. FIRE ALAAMS I , BURGLAR ALARM DISPOSAL , , MISC. RANG~ - OVEN I WATER1HEATE"R I LAUND~Y , . REINSTALLATION LlGH~ FIXTURE # , DAYEA I FURNA~E .SUB TOTAL FEE . GAS-O L FUR~f~~ ENERGY FEE ELECT IC BAStC FEE ELECTA,C HEAT I TOTAL FEE ELECTRIC HEAT /~ SIZE OF SERVICE SWITCH OR CIRCUIT BREAKER , A,C" UNI~ ~ SO AMP I~ PHASE " , FEEDEA! SIZE OF SERVICE ENTRANCE CONDUCTORS SEAVIC~ I ,5'0 v (0. ,,,0 A~ r:i{ A.W.G. I I SUB- TOTAL I(),,~Q SIZE OF GROUND ~ SIZE OF ENTRANCE SWITCH 0'0 . I certify tlat the work to be performed under this permit will be done by the installer and in conformance with the N.E.C. Electrical Code. Date APpLation made No [/ . /:>. ,19 gq By . I CONTRACTOR OR OWNER.(OR AUTHORIZED AGENT) ~erm!ssion is hereby givenJo do the above described. work, according to the conditions hereon and according to the approved plans and specificat ons pertaining thereto, subject to compliance with the Ordinances of the City of Port A(lgeles. _ \. \ ~. DIR.ECT.OR OF CITY LIGHT' , . Date pernilt Issued By ;f ~ ~ P" '.' , I PLANSA ROVED . ~ I Notify Department of City light by Street Address and Permit Number when ready for inspection. Work must not " be covered por current turnded on before inspection and O.K. for covering or service has been given by Inspector in I Writing on ermit Placar . A.. Permits Phone: 457-0411 Ext. 158. WARNING I PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK - SEE OVER _ I I OLYMPIC PRlrTERS, INC. WHITE - Original CANARY - Duplicate PINK. Triplicate WHITE CARD - Inspector's Report (" t(j~~ REPORT OF INSPECTOR " , , . ~ J \'. DATE OF VISIT MADE BY REMARKS I , -' - , , " , " ,p - .. , , , , . ., , , . , , " .' - - ,- - , - , ',' '. - ~ \t - .. .' . ",,'I , , " , " - , . \ r )' , "'4 , - , - , -- , - , - \ - \ ! " , -, , - .. , ,,~ - \ \', ) '. t - - - ., , "!\ ) , ~ - - , \ '\ , '. I , , I/-(J-!'I.( ~ALr C/lNtp8e/..1- , O.K. FOR COVERING 1/- n- (t.( AJ,f1- 7 tIMftet.t.. , O.K. TO CONNECT SERVICE I;.. - s - <if{ , .'11/ .J' - , ; . FINAL O.K. , J - . z c:J a:: cl: ::liE !!! :r:: I- Z W l- . I- o Z o Q . r I), ?:'~'- FEE RECEIPT NUM ER J CITY OF PORT ANGELES DEPARTMENT OF LIGHT APPLICATION AND ELECTRICAL PERMIT A 000053 PERMIT NUMBER .. i TPTALFEE . ~, .() ,pO . ( " ----- . ... .'. ,~. ..'. .t . /U-L--. - "TIME TO 90MPLETE NO. STORIES NO OCCUP NCY OR USE ESTABUSHEDUNDER THIS PERMIT j" .' PERMITS ~ITH WRONG !,-ODRESSES ARE CANCELLED /" Owner Installation By ~~ Owner's Address . ~ Installers Address .. ~ . DayPhJne ~~'7 -. ~4~ / Installers Phone APPlica\ion is hereby made for Permit to install Electrical Equipment as follows: ,/2..-z., '4 *~d~~ cl. _ ,;).. CO .4-- . .j~ ~fi~~..d .--, - J rr.-r- -/7/, - - , ~ ,0 /F)- .J..j ..., /LA ./. ./,':.,' /A..r.4.~' __ Wiring Method~n-f A".-<6 .-- .~ht/,'. 'I. t' l j '" ." " - /T '17 NUMBER AMP -'20V t 240V NUMBER AMP 120V 240V USE OF CIRCUIT PER l00R FEE USE OF CIRCUIT PER , eOR FEE CIRCUITS CIR 10 30 CIRCUITS CIR 10 30 LIGHt SIGN I L1G':n~ - sa VOLTS OR LESS CONVENIENCE .. .. MOTOR , CON~NIENCE MOTOR ' . APPLIANCE - , - MOTOR DISHWASHER FIRE ALARMS , I DISPqSAL BURGLAR ALARM , .. RANG~ MISC. - OVENr WATEfl HEATER LAUN~RY . .. DRYER REINSTALLATION LIGHT FIXTURE # FUR~~~E SUB TOTAL FEE GAS- tL FURN~CE ENERGY FEE ElECllRIC ... - BASIC FEE ELECTRIC.HEAT TOTAL FEE ELECl!R'C H~AT - SIZE OF SERVICE SWITCH OR CIRCUIT BREAKER A.C. U~IT ,.;t - A.. d () AMP .ff-... PHASE FEEDEf SIZE OF SERVICE ENTRANCE CONDUCTORS - -. 4'.#: ~D .-L-.'. ,.t;.;.., SERVI~E A.W.G. "I SUB-TOTAL SIZE OF GAOU~D !!1 ~IZE OF ENTRANCE SWITCH .:1 /) ,? I certif~ that the work to be perf rmea under this permit will be done by the'installer and in conformance with the N.E.C. Electrical Code. Date A~PliCation made ,. ,199-<:1: By . i - - . - ----r CONTRAcTOA OR OWNER (OR"AUTHORIZED AGENT) . Pe~mission is hereby given to do the above described work, according to the conditions hereon and according.to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Port Angeles. . DIRECTOR OF CITY L HT . . . -~,..~~ ~ . Date Permit Issued WARNING Notify Department of City Light by Street Address and Permit Number when ready for inspection. Work must not be.covered or current turned on before inspection and O.K. for covering or service has been given by Inspector in Writing on Permit Placard. A. ' Permits Phone: 457,0411 Ext. 158. PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK - SEE OVER - WHITE. Original CANARY. Duplicate PINK. Triplicate WHITE CARD -Inspector's Report OLYMPIC FR1NTERS, INC. ';';' ,." "I E,- \ ( . ' ~ I J' ~,'t - - . lJ .....,. -' REPORT OF INSPECTOR DATE OF VISIT MADE BY , {('11-~(l" ~ I .. . . \...... , . " \.. , ,,~ "- , '. , \ ,",'~'~ -. I , . . '~.. REMARKS - . >-' ~ '-,' ~ . , -:- 'X'" ~. , ~,' <t, #', ,,- ;. _J " , " \~., ". \ , ~" ' \h\. _ . ~ t: -._",'~~ ~ j _c...,.IDQ _ _ A ....:1 ~ ~ /CD ) ',", . L9Jc Wi:u - 1.#1., n.. ~ ,,0. JI -f~ f"-.:,. ',- :~", -.\ . - "J . \ .',' ..... ~.. \ '-', ~, ' ' \; ..' r. ,__' ~.. .- ::. ..... \ - \\. ~ ~ <:. .,:, ~- ,,-' # .. ".. "\ I '" ,I' 't'-\ .,).. .-:: ~.'...- . \... \ I" ...... '/ ' .. ...."", ,\1 ' - '. \ . "" , '. ,. .'.., ", , - :.,\. '\ - - \ " .. -~. :1 . . , " . , , '. " .. " . '" .'\ .-- , ,'. " :\ \ ( " , ~ .) "" .. -- .;.-. ... . . ~.~. :;: \' .' .. , ;.. . . " - . '.... t) " . . . \ ,- \' ~ "N ~-IJ~""'" ~ ,,', J 1.. ..J,J :: ?'ll ~<71t.1j , '.; \' O.K. FOR COVERING " . O:K, T,O: COt;rlNECT S~RVICE ".J J .... "FINAL O.K. . - -... ~. , \ ' - ~ ,. "'- ~, '. }.'1''' I; ". ". \-: \ - , ... \ -l.~ _ '....~_ .... i ~\ \ ~_._, k-- . A ~,\". ~\'''''- , .. ". ~ ,e ~. .. .. ''.. \. z Cl ~ <( ~ ~ J: I- Z W I- [e I- o Z o C -' . " . Ah' C /J.. I -6 ,fl (/ CITY OF PORT ANGELES FEEAECEIPT~UMBEA ~ DEPARTMENT OF LIGHT (i -t.1.f-~ (y) , tPz"Lld/7\ APPLICATION AND ELECTRICAL PERMIT .-t.k'L ;il-KutA. . ' ....... /, '"' I A ,{19;9:9.o,2, - PERMIT NUMBER .r ~ ,,' TOTAL FEE t:} /, , &p. It/O.,- ,-- / lb;.:{) f,:A/!...!>.: , , ;Y / / UC/lPU-C(./ LEGAL OCCUPANCY Owner p.- Owner's Address ;J '3 Day Phone ~':"'-7 - 9".<;' -~ 7 Application is hereby made for Permit to install Electrical Equipment as follows: -;( >, ~4-~.vJ1 -"", -;- - GJ ;J., /7.e..-~1 .~ ti 0 ~ d I !..J. ,J., {) ~~..;t-......Jk--L"". CO NT. LIe. NO. TIMETO COMPLETE NO. STORIES NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT 1 " -f , r- '" /.( I /' '"/J n . . ...:<L.?-,-~ ~~-,.4- t:<-j/ , 7j( Jj ,~'-A.4"" Wiring Method {?~~I . NJ~BER AMP 120V 240V NUMBER AMP 120V 240V USE OF CIRCUIT CIRCUITS PEA 10 100R FEE USE OF CIRCUIT CIRCUITS PER 10 100A FEE CIR 30 CIR 30 LIGHT SIGN LIGHT 50 VOLTS OR LESS CONVENIENCE MOTOR COl\VENIENCE MOTOR APPLIANCE MOTOR DISHWASHER FIRE ALARMS DISPOSAL BURGLAR ALARM RANGE MISC. OVEN f.l:T.. ,h- . h .-1 ~t' ('6 WATER HEATER ,~, .'.~ L,rl~. .., . /:;,,/" . LALNDRY If:, ,iJqA,4 ,-,;25 ~" c-'; W'>'114 ,; vJ.l!n- Utc, -t.:Sti.~ /(..l \., DRYER 7REINSTALLATION LIGHT FIXTlIR'E # FURNACE SUB TOTAL FEE GAS - OIL FURNACE ENERGY FEE ELECTRIC BASIC FEE II ELECTRIC HEAT r:g,' 0 r. (') ,00 TOTAL FEE ELECTRIC HEAT Iff'....,:f;. SIZE O':.~ SWITCH OR CIRCUIT BREAKER A.C. UNIT ..J, 1'_' -::' ~< 4"'-' () I '~c(J , , " AMP .5' f PHASE FEEDER 50~ ,;IS%, ~5' *'- f1.-;(J.c..s. SIZE OF-SERVICE ENTRANCE CONOUCTORS - , SERVICE '" Ll//l ')( (..1 J.vc/;-:" ...,.) AW.G. 1 SUB-TOTAL .... SIZE OF ENTRANCE SWITCH ,ft g 9: SIZE OF GROUND I.~ Date Permit Issued ~v (1 I certify that the work to be' rformed under this permit will be done ~~ the installer and i~onfor,mance with the N,E.C. Electrical Code. (J .- <<5f., ',#,> [?C,!' (t( 6-<-f Y) J:~'-- Date Application made ~ --; 19 By . / - / CONTRACTOR OR OWNER (OR AUTHORIZED AGENT) Permission is hereb.y~given to do the above described work, according to the conditions hereon and accordIng to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Port Angeles. ~' DIRECTOR OF CITY LIGHT / ~', I' ",.-" 4 By :f':"6'-{~eb: ",:;)' (7c~)-:l,)-je.(jI _ PLANS APPROVED -. f/ Notify Department of City light by Street Address and Permit Number when ready for inspection. Work must not be covered or current turned on before Inspection and O.K. for covering or service has been given by Inspector in Writing on Permit Placard. A.. Permits Phone: 457-0411 Ext. 158. it I/o/(Lj I WARNING I PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK - SEE OVER - WHITE - Original CANARY. Duplicate PINK - Triplicate WHITE CARD. Inspector's Report AI VUgl,.. PI'lII\lT!:I'l<::' 11\l'" ." ;''.. :', ;.~. \ DATE OF VISIT MADE BY 1-)& ~rs-:' 1f6~ , ..~, ~ : ':':'.;";.;.:.";' " ... o. .. ..,' ; "~~~,~,:::;~~ti;~" <:~.'>~~ ~ ;"\. .~c,... ::- .: ';' ~ : ., .' ,~. ";'. .:...; .. '. .' f; -13'''>b''''tf.~:~7Jtj'';P: ..." .", ,. . . ...'!,.....4',.;...'.:.;~,.'.' . . _' /." ~ !;-~:'.<t,li {'!'<<e,e.. ,. /".. .! ,. '" ~" :. ,'. . . .; tt. ~ :~ ,. ',\ ..' .. ':'.' ; r., :~.. ':' ,pIt' '. ..>t. _.;. .'J~~ ~': "';~- ._., r~\:,;.\ "., ~:~~'.. .:...... ..~,,,"" ,';.:/.~:..' . ,.,. 't, \},~. ,r :~:.;;... ":~~; ... ' !. REPORT OF INSPECTOR REMARKS fle.c j( f'ofi.- oL-jJeJ!. Pe-f?M.,'J /Sq/ j)f)y /VeetJs To (HPC)< 5'e..tftl,c~ f'~f\I~L. . "I If J'l'e 'c.12j} .5"": () '-, swfl r.c'el'eS '. )..;t,'f!C},,f/Y11' se .{'VI (e A:-> (\(y{ Lt'!, t1Jt:)cf. , . '.n. .(,1Ii ~ " .. 1 ...... ."..(l't " ; .. '1' .......j .-..,.... .,' .. u ., ~ -L " ',., ~'i". . ~ ...~., ?' "\"o..,:,pt;. *;>; :;; C~.- ;,,; ;:..~? .,>,:.;",:'"' ~/ }' , "' ..,~ ~ << '. .:;.... !.,,:; .. . '".. :''-:~'< . 1.''1'. .. " !;~.:. ""~l",.~~,\,':" ,.t " ,~~.~. ,"'-re'.'f.. ":-' . t\~? !-i::1; l< . : :;;.~ ~~ ( - 'jJ':..trl) 1,_ 't. r..YJlL. AI1,t'" V " ->. ,,1fJ:.., "f,~. /~ -1-YS;- ';:"ii01[,L ~ .' ,.. !, .~--,': ~:~.=tY:', "Y~' '~ . 'l//''-y c d. i .~ ~ - '. ';-:. .... '.' ~. . '1;" " ~~',:. J .~ O.K. FOR COVERING <. O.K. TO CONNECT SERVICE ....,..'; FIf'lALO.K. '~.;\: ,;.; '. '" ......f ':.. . ... ..,:/".-,. :1, .:.. "."?'," . .;, ""',', yj# .P /9 7 'TA ( . z Cl II: <t == !a ::t: I- Z ~. . I- o z o c . ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number . . . . . 17-00001355 Date 10/03/17 Application pin number . . . 145895 Property Address . . . . . . 832 BOATHAVEN DR UTIL ASSESSOR PARCEL NUMBER: 06 -30 -00 -0 -7 -9800 -0000 - Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . INDUSTRIAL HEAVY Application valuation . . . . 0, ---------------------------------------------------------------------------- Application desc 3 phase shore power ---------------------------------------------------------------- — ---------- Owner Contractor ------------------------ PORT OF PORT ANGELES ------------------------ ANGELES ELECTRIC PO BOX 1350 524 E. 1ST ST. PORT ANGELES WA 983620251 PORT ANGELES WA 98362 (360) 452-9264 --------------------------------- Permit . . . . . . — ----------------------------------------- ELECTRICAL ALTER COMMERCIAL Additional desc . . Permit Fee . . . . 387.00 Plan Check Fee .00 Issue Date . . . . 10/03/17 Valuation . . . . 0 Expiration Date . . 4/01/18 Qty Unit Charge Per Extension 1.00 74.0000 BCH EL -COMM BRANCH CIR WO/ SIF 74.00 5.00 5.0000 ECH EL-ECH ADDNT BRANCH CIRCUIT 25.00 1.00 288.0000 BCH EL -COM 601-1000 SRV FEEDER 288.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited -------------------- Due --------------------------- Permit Fee Total ---------- 387.00 387.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 387.00 387.00 .00 .00 INSPECTION TYPE DITCH SERVICE ROUGH -IN FINAL COMMENTS: DATE: RESULTS �►2(iB C' z �t2 It 's ( PERMIP WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION "4 REPORT STAItULES T on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTOR: Signature of owner or Electrical Contractor X Date: 09/19/201720:18 FAX 360 452 9265 Angeles Electric CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street — P.O. Boz 1150 / Port Angeles Washington, 98362 Ph: (360) 417735 aa: (360) 417-4711 Date: 9//9�/7 "UW * � / _ or Commercial X10001/0001 ' Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet It ss Job Addre Owner rmation Name At. Mailing State: 21p� Plmne: Fax License # 1 Exp. 6B V64 ROM eAt S 4455AACAA/ ha Servic e/Feeder 200 Amp. 360"2A3`D&Yf m $132.00 SeMce/Feeder 201400 Amp. $160.00 SenriceJFeeder 401.600 Amp $ 225.00 Service/Feeder 601.1000 Amp. $ 288.00 Sendc e/Feeder over 1000 Amp. $ 410.00 Branch Circuit W/ Service Feeder $ 5.00 Branch Circuit W/0 Service Feeder $ 74.00 Each AddiSonal Branch Cucud $ 5.00 Branch Circuits 1.4 $ 86.00 Temp. Service/ Feeder 200 Amp. $102.00 Terre. SeMce/Feeder 201.4W Amp. $121.00 Temp. Sen ice/Feeder 401.600 Amp. $164.00 Temp. ServiceiFeeder 601-1000 Amp . $185.00 Portal to Portal Howly $ 96.00 SignDAine Lighting $ 88.00 Signal OrcuN United Energy— Mutti-Fa mly S 64.00 Signal Orcuit/ t i nIted Energy / l=ust 1500 of— Commercial $ 96.00 Note. $5.00 for each additional 1500 of Renewable Electrical Energy - 5WA System or Less $113.00 Thermostat $ 56.00 �Z^ Name: Maillngnm_dFXY At. State: 21p� Phone: —4 License # / 6B V64 {, Total (Qty MultiRllied OX unit Charnel S s s $ $ S a s s . Note: $5.00 for each additional T -Stat -'1 Total Owner as defined by RCW.19.28261: (1) Owner will occupy the structure for two years atter this electrical permit is finalized. (2) Owner.a required to hire an electrical contractor ff above said property is for sale, rent or lease. Permit expires atter six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am malting the electrical installation or alteration in compliance with the electrical laws, NEC., RCW. Chapter 19.28, WAC. Chapter 296.468, The City of Port Angeles Municipal Code, and Ub* Specifications and PAMC 14.05.050 regarding Electrical Pomat Applications. Signature of owner, electrical contractor or electrical administrator: 0 cub 13 check [T�CndR Card # 4041-1, A21 -0— M112012 21- - M112012 s , ELECTRICAL PERMIT d 'J r CITY OF PORT ANGELES 3.60-417-4735 VI Application Number 17-00000523 Date 5/02/17 Application pin number . . 912452 Property Address 832 BOATHAVEN DR REPORT STATE SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-0-7-9825-5002- Application type description ELECTRICAL ONLY on your excise tax form Subdivision Name to the City of Port Angeles Property Use (Location Code 0502) Property Zoning INDUSTRIAL HEAVY Application valuation . . . 0 Application desc Fuel tank circuits Owner Contractor PORT ANGELES MARINE DOCK CANDO ELECTRIC LLC 832 BOATHAVEN DR PO BOX 1277 PORT ANGELES WA 983622101 LONGVIEW WA 98632 (360) 430-0807 Permit ELECTRICAL ALTER COMMERCIAL Additional desc . Permit Fee . . 104.00 Plan Check Fee . . .00 Issue Date . . . . 5/02/17 Valuation . . . . 0 Expiration Date . 10/29/17 Qty Unit Charge Per Extension 1.00 74.0000 ECH EL-COMM BRANCH CIR WO/ S/F 74.00 6.00 5.0000 ECH EL-ECH ADDNT BRANCH CIRCUIT 30.00 Fee summary Charged Paid Credited Due Permit Fee Total 104.00 104.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 104.00 104.00 .00 .00 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH 5.- 1° -117 4i) , SERVICE ROUGH-IN 5-:"10— /I 1 1 FINAL 07 COMMENTS: PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: CITY OF PORT ANGELES PERMIT APPLICATIONi,�. fi .: ,� Building Division/Electrical Inspections Z 321 East Fifth Street-Port Angeles Washington,98362 ;-- - \\\\ 1.111111, Ph: (360)417-4735 Fax: (360)417-4711 Date:L/ '--/ 7 Multi Family or Commercial* Commercial Addition/Alteration/Remodel/Repair* *Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: 6 3A. U ( _0c,4- h4,,i n- Building Square Footage: �7' Description of work lJ ,de, Gr..,.„4 Cl,cl.•-a /cnA. 411,0 Rc �.I, _sc r,„,.. L�,-..�(,,,, -1 12 e -- /ri i r-A 2' l',,d.,/l-, Owner Alormatipn ,- Contra r Informatio i Name: d- ci- !lord- ��f, .,/.-J Name: (-1d ,'fe,d'rN_. Mailing Address: Mailin.Address:ro `f o c 12 ? 7 City: State: Zip: City: '.v State:41d- Zip: i'ICA7 Z Phone: Fax: Phone:19P ©.W°4” Fax: License#I Exp. License#/Ex,4 '. FL S !0 Item Unit Charge Q Total(Qty Multiplied by Unit Charge) Service/Feeder 200 Amp. $132.00 i $ /3.2 u a Service/Feeder 201-400 Amp. $160.00 Service/Feeder 401-600 Amp $225.00 . Service/Feeder 601-1000 Amp. $288.00 $ Service/Feeder over 1000 Amp. $410.00 $ Branch Circuits 1-4 $ 86.00 $ A Branch Circuit W/Service Feeder $ 5.00 $ Branch Circuit W/O Service Feeder $ 74.00 i $ 74 , . Each Additional Branch Circuit $ 5.00 L9 $ 3 6 Temp.Service/Feeder 200 Amp. $102.00 $ Temp.Service/Feeder 201-400 Amp. $121.00 $ Temp.Service/Feeder 401-600 Amp. $164.00 $ Temp.Service/Feeder 601-1000 Amp. $185,00 $ Portal to Portal Hourly $ 96.00 $ Sign/Outline Lighting $ 88.00 $ Signal Circuit/Limited Energy/First 1500 sf-Commercial $ 96.00 $ . Note: $5.00 for each additional 1500 sf Renewable Electrical Energy-5KVA System or Less $113.00 $ - Thermostat $ 56.00 $ )3_12±/_____Total /01 Owner as defined by RCW.19.28.261: (1)Owner will occupy the structure for two years after this electrical permit is finalized. (2)Owner is required to hire an electrical contractor if above said property is for sale, rent or lease.Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws,N.E.C., RCW.Chapter 19.28,WAC. Chapter 296-46B, The City of Port Angeles Municipal Code,and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner,electrical contractor or electrical administrator: 0 Cash 0 Che C Credit Card# , xractvx `"a vt) Dated: 9^2) — / 7 01/01/2012 Cie (PC)Z_ 5x7/7 ,41/. Zy320 61.-.5o,A y./( �5 RCi. h icv- dr 97QyoS-- ELECTRICAL INSPECTION WIRING REPORT APPROVED NOT APPROVED DITCH ROUGH IN/COVER SERVICE FINAL COMMENTS: Fuel dock NOTIFY INSPECTOR at (360) 808-2613 WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DATE PERMIT # INSPECTOR 7/6/2022 22-102 TAP OWNER CONTRACTOR Prime Electric PROJECT ADDRESS 832 Boathaven Dr