Loading...
HomeMy WebLinkAbout4404 Fairmount Ave - Building s ~~ CITY OF PORT ANGELES PUBLIC WORKS - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 PUBLIC WORKS CONSTRUCTION Issued: 6/09/99 LC Permit No: 960 & R/W PERMIT Cond: Work Order: 0 OWNER/APPLICANT------------------------PROPERTY LOCATION------------------------ MIKE LIBERA 4404 FAIRMOUNT 314 W 8TH ST Lot: VC ST S39.25'LTS3&4BLK 16 Port Angeles,WA98362 Block: 21 Long Legal: 360/452-3303 Sub: PENN PARK N24.25'LTS 1&2 PROJECT INFO--------------------------__________________________________________ Work is N/A traveled road Value Work: $0.00 Plans Required: N/A Contractor: OWNER Start: Finish: Performance Bond Required: N/A Proof Insurance: Work to Perform: Amount: Watermain Sanitary Sewer / / / / $0.00 Storm Drain Underground Tele/Ele Misc NOTES------------------------___________________________________________ PROJECT PROJECT FEES ASSESSMENT----------------------___________________________________ R/W Excav: Sidewalk: Curb/Gutter: Driveway: * Dwy Culvert: Street Cut: Other R/W: Fire Hydrant: Res Water Serv: 5/8" 3/4" 1" Corom Water Serv: 1" 1 1/2" 2" Oth Water Serv: Water Sys Dev: Receipt No: 5145 Inspection Fee: R/W SANITARY $0.00 $0.00 $0.00 $60.00 $0.00 $0.00 $0.00 $0.00 $0.00 San Sewer SFR: San Sewer MFR: Add Unit: 0 Other San Sewer: Sew Tap Wye/Man Tap: Sew Cap/ WjM Removal: Alter/Repair Sewer: Storm Drain Tap: Catch Basin per ea: Sewer System Dev: Milwaukee Dr. Sew Assess: R/W Use Perm: D.R.A. : Admin Costs (D.R.A): Misc: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ------------------------------ ------------------------------ Signature of Contractor or Authorized Agent $0.00 TOTAL FEE: AMT PAID: $60.00 $60.00 $0.00 BAL DUE: ----------------------- $0.00 WATER DWY - STORM DRA OTHER Separate Permits are required for electrical work, 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 presume to give authority to violate or cancel the provisions of any state or local law regulating onstruction or the performance of construction f Date Signature of Owner (if owner is builder) Date BUILDING PERMIT INSPECfION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL 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 ACCEPTFD COMMFNI'S YES I NO FOUNDATION: FOOTINGS W ALL'i FOUNDATION DRAINAGE ELECTRICAL (UGHT DEP1) ROUGH-IN PLUMBING UNDER FLOOR I SlAB ROUGH-IN WATER liNE BACK FLOW I WATER AIR SEAL W ALL'i CEIliNG I -1 FRAMING JOISTS I GIRDERS SHEAR WAIL WALL'i I ROOF I CEIliNG DRYWAlL T-BAR INSULA nON SlAB WAIL I FLOOR I CEIUNG I MECHANICAL CHIMNEY WOODSTOVE I PEllET DUCTS PW UTILITIFS I SITE WORK (Engineering Division) WA TERUNE I METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE I EROSION CONTROL PARKING OTHER FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDFNfIAL DATE YES NO COMMERCIAL DATE ACCEPTFD YES NO ELECTRICAL UGHT DEPT 417-4746 ELECTRICAL UGHT DEI'T CONSTRUCTION R.W I PWI CONSTRUCTION R.W ENGINEERING 417-4807 PW I ENGINEERING FIRE (MULTI-FAM. ONLY) 417-4654 FIRE DEPT BUILDING 417-4815 BUILDING GENERAL COMMENTS: PW-II02.15 [41961 ELECTRICAL PERMIT s' 0 CITY OF PORT ANGELES 360- 417 -4735 Application Number 10- 00001217 Date 11/15/10 Application pin number 584302 REPORT STATE SALES-TAX Property Address 4404 FAIRMOUNT AVE ASSESSOR PARCEL NUMBER: 06- 30- 08 -5 -8- 1650 -0000- on your excise tax form Application type description ELECTRICAL ONLY to the City of Port Angeles Subdivision Name Property Use (Location Code 0502) Property Zoning COMMUNITY SHOPPING DISTR Application valuation 0 Application desc Rvise expired permit and add pit lights Owner Contractor LIBERA ET AL MICHAEL A BOTERO SON ELECTRICAL 4404 FAIRMONT AVE 940 TAMARACK WAY PORT ANGELES WA 983639514 PORT ANGELES WA 98362 Permit ELECTRICAL ALTER COMMERCIAL Additional desc Permit pin number 175885 Permit Fee 73.50 Plan Check Fee .00 Issue Date 11/15/10 Valuation 0 Expiration Date 5/14/11 'T\ Qty Unit Charge Per Extension 1.00 73.5000 ECH EL- BRANCH CIRCUIT WO /FEEDER 73.50 Fee summary Charged Paid Credited Due Permit Fee Total 73.50 73.50 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 73.50 73.50 .00 .00 C� c 1 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN FINAL COMMENTS: ao%® //l V>6 6-117 •(p PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: r tilt. c)kr 1 L '.i. CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections Cam,' 2 0 c'',,'.1 N 321 East Fifth Street—P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 ELECTRICAL W -1 Date: it) /Z01 I 0 INSPECTIONS 1 2 Single Family Dwelling Multi Family or Commercial* Commercial Addition Alteration Remodel Repair* Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: L i 1 40 1 4 b- A►2 /no u I y4 v r Building Square Footage: Description of above R,ts oi' o nV 11 cl M- i IA 'N D i t'Y ra Li-Cr I x.1-6. Owner Info p ation Contractor Information Name: 1 C- Name: Mailing Asdr ss: _.Q Mailing Address: City: f State: Zip: ?r3 Cm z City: State: Zip: Phone: S' 5 1 P v 2.-.Fax: "-II cr/`.6cza.r,.,,t___ 4- 44 -7 r-co,..i Phone: Fax: License Exp. License I Exp. Item Unit Charge Qty Total (Qty Multiplied by Unit Charge) Service /Feeder 200 Amp. 119.90 Service /Feeder 201 -400 Amp. 145.50 Service /Feeder 401 -600 Amp 204.60 Service /Feeder 601 -1000 Amp. 262.20 Service /Feeder over 1000 Amp. 372.50 Branch Circuit W/ Service Feeder 2.60 Branch Circuit W/O Service Feeder 73.50 '7 `�i Sf Each Additional Branch Circuit 2.60 Temp. Service/ Feeder 200 Amp. 92.70 Temp. Service /Feeder 201 -400 Amp. 110.30 Temp, Service /Feeder 401 -600 Amp. 148.70 Temp. Service /Feeder 601 -1000 Amp 167.90 Portal to Portal Hourly 95.90 Sign /Outline Lighting 88.20 Signal Circuit/ Limited Energy First 1500 sf Commercial 95,90 Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy -1 2 Family Dwelling 63.90 Signal Circuit/ Limited Energy Multi Family Dwelling 63,90 Manufactured Home Connection 119.90 Renewable Electrical Energy 5KVA System or Less 102.30 Thermostat 56.00 NEW CONSTRUCTION ONLY: First 1300 Square Ft. 110.30 Each Additional 500 Square Ft. or Portion of 35.20 Each Outbuilding or Detached Garage 73.50 Each Swimming Pool or Hot Tub 110.30 Total 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, NEC., 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: Cash f 2(Chech �i/J��r Credit Card X -////r/9 -t\ Dated: (t Y /e 01101/2010 0 From: Eric Walrath To: Sue Roberds Date* 10/4/2010 12:07 PM Subject* Re 4404 Fairmount Avenue Street Improvements CC. Steve Sperr Sue, What would the surety you are referring to be for? If it is for street improvements, then no The no- protest LID agreement is being accepted in lieu of actual construction of street improvements or a bond for deferral of same Eric Sue Roberds 10/4/2010 11.32 AM Eric: I will final the letter you read this morning, and send. However did someone determine if he had to have an assignment or a bond? Or is that being waived? That's the only piece left. He doesn't have a bond or assignment, and I don't think he expects to submit. So, someone must have okayed? Sue On 10/4/2010 at 10'15 AM, in message 4CA9A948 .E3F9.0045.04citvofoa.us> Eric Walrath <Ewalrath4citvofoa.us> wrote: Sue, Steve and I discussed the option of removing the current requirement for the construction of widening, sidewalk, curb, and gutter This requirement can be removed provided that the property owner agrees to and executes a no- protest LID agreement for street improvements and constructs the hot mix asphalt approaches required per Item No. 6 of the September 14th, 2010 letter to Mr Libera, which is provided as an attachment to this e-mail. In addition, this does not alter any other requirement set forth in the above noted letter .Eric Eric C. Walrath Engineering Projects Supervisor City of Port Angeles Ph. 360 417 -4806 Fax 360- 417 -4709 ewa lrathOcitvofoa. us October 1 2010 WAS H i N G T O N U S A Community Economic Development Department Mr Mike Libera 316 Power Plant Road Port Angeles, WA 98362 Re 4404 S Fairmont Avenue Building Peinnt Dear Mike This letter is intended to memorahze our conversations of the past week regarding finalmg Building Permit #07 1174 for 4404 South Fairmont Avenue as an automobile lube .station, and .an attached espresso stand under Building Permit #07 -1246 at 4402 Fairmont Avenue City Engineer Sperr has agreed to delay installation of required parking improvements for a period of one (1) year, per Section 14 40 120(C) of the Port Angeles Municipal Code (PAMC) Please be aware that the one (1) year time period will run from either the date of final building inspection, or the date temporary occupancy is given, whichever occurs first. At the end 'of the one (1) year period, parking improvements must be in compliance with City standards or a bond musthave been provided and accepted by the City per Section 14 40 120(B) PAMC A copy of Section 14 40 120 is. attached for your mfounation. Your development is located along a designated school walking route You have agreed to support the formation of a Limited Improvement District (LID) for Fairmont Avenue area improvements, at such time as those improvements are.desired as a neighborhood or imposed by the City in lieu of placing the sidewalk at the time of development. You will need to sign and file a No Protest LID Agreement prior to final of your building permit for occupancy of the structure If you have any questions about this infoli nation, please contact this office. Good luck in i your venture incerely, Nathan A. West, Director Attachment Cc Public Works and Utilities Biding file Phone 360- 417 -4750 Fax: 360 -417 -4711 Website www cityofpa.us Email smartgrowth cityofpa us 321 East Fifth Street P 0 Box 1150 Port Angeles WA 98362 -021.7 a v\A ta-4 k September 29, 2010 Mr Jim Lierly Building Division, City of Port Angeles City Hall Port Angeles, Washington 98362 Dear Jim. F RECEOWE' SEP 2 9 2010 CITY OF PORT ANGELES Dept. of Community Development Re: Commercial Project at 4404 Fairmount Avenue, Port Angeles 98363 As per our recent meetmg and follow -up discussion, this letter is a request to extend or renew the permit (s) for the above project to allow me to finish it at last and open and operate our business there. My life has had many challenges and roadblocks which have resulted in delays of one kmd or another in the construction process. I am focusing solely on finishing it and with the City's help I think I can. Thank you. Sincerely, Mike Libera 457 -5662 c j errY11 1 ex 4 k 03-2A-200 -17c PGt4 0- J,t (1Z( Pot_ I I d) September 2010 AGREEMENT Libera parcel number 063008581650 Libera address 4404 Fairmount Avenue, Port Angeles, WA. 98363 Rigg parcel number Rigg address. 4412 Fairmount Avenue, Port Angeles, WA. 98363 Signed by Owners/Parties to this agreement: Mike Libera 7 316 Power Plant Road Port Angeles, WA. 98363 RECEIVED SEP272010 CRY Of PORT ANGELES BUILDING DIVISION We the undersigned, property owners of land located at the southernmost end of Fairmount Avenue, Port Angeles (Clallam County) Washington 98363, connecting to Highway 101 and lying between the Fairmount Grocery and Shell Gas station to the east and the Welcome Inn Trailer Park to the west, and described as follows. Parties to this agreement hereby attest and agree as follows. That in the process of developing the Libera parcel which is the northernmost piece of these two (2) pieces which are a part of this agreement, a driveway entrance needs to be wider and installed on city right -of -way which fronts both pieces and is used by both owners and their tenants for access. Accordingly, any driveway, sidewalk, curb or gutter to be installed will need to be partially on the Rigg parcel's right -of -way which is the southernmost piece of these two pieces. It is further agreed that any expense of design, matenal or labor for said improvements shall be at Libera's expense and that both parties shall have permanent and legal access to their respective properties m the future. Also, if any repair or modification shall be done at any time m the future, it shall be at the City's expense. September 15, 2010 Mr Nathan West City of Port Angeles (Delivered by hand) Dear Sir. Enclosed please fmd a memorandum of understanding which is the result of a meeting held upstairs last week. After consultation with Jim Lierly of Buildmg and Eric Walrath of Public Works, I have decided to respectfully request you to somehow work with me with regard to the issue of the surety bond to guarantee paving the parking lot and completion of curbs, gutters and sidewalk. The requirement is simply impossible for me at this time as any bond would cost me, dollar for dollar, what paving would cost the additional requirement of $150% of cost is, of course, even worse and does not help move this project ahead in any way Although I cannot come up with the cash now, I do have personal property (such as cars and trucks) which could approximate that kind of value. If there's a way of using them to guarantee I would be happy to do so It is my belief that the two aforementioned City employees are supportive and interested m seeing this project (which is essentially finished) move ahead. Jim in particular has been more than helpful in assisting me overcome one hurdle after the next. Clearly this project has grown in scope and cost and is something I should not have attempted but as the first Huxley College graduate in the US, I had a dream of saving the world and my contribution was going to be developing a facility where used motor oil can be collected and sent out for re- refining and returned for reuse as a lubricant. I targeted the dam removal project as many large trucks and other industrial equipment will be used here. The dam project is essentially here now and I need to open it's my only hope of survival in business here. My small project can put Port Angeles on the map as a leader in true recycling and go far towards educating the rest of the country to help reduce our dependence on imported oil, slow global warming and protect the watershed, thereby enhancmg salmon's chances of recovery I've been planning this project over 30 years I'd really hate to loose it now I'd love to sit down with you at your earliest convemence to go over any issues with this project and answer any question you may have. Thank you for your time and any consideration you may give me. Mike Libera AECEOVE_] SEP 15 2010 Dept. OF PORT ANGELES Development (9/14/2010) Linda Pangrle Fwd 4404 Fairmount Meeting Recap From To Date: Subject: Attachments: Linda. Will you please see that this gets in the file. Thanks! Sue Sue Roberds Linda Pangrle 9/14/2010 12 40 PM Fwd 4404 Fairmount Meeting Recap 4404 Fairmount Meeting Recap Page 1 0 3 0 5 fi (9/14/2010) Linda Pangrle 4404 F Meeting Recap_ From: Eric Walrath To: James Lierly Roger Vess; Terri Partch, Trent Peppard Date 9/14/2010 12:12 PM Subject 4404 Fairmount Meeting Recap Attachments: 9 9 10 Meeting re minimum requirements Letter to Libera.pdf CC. Steve Sperr Sue Roberds All, Attached is a copy of the letter provided to Mike Libera following our meeting on 9/9/10 Eric Page 1 v.� W A S H J N G T O N U S A. Public Works 8& Utilities Department September 14, 2010 Mr Mike Libera 316 Power Plant Road Port Angeles, WA 98363 RE. 4404 Fairmount Avenue Mr Libera, it is my hope that the meeting held on September 9 2010, with Pam Lindquist and yourself proves to be of assistance in quantifying what, at a minimum, must be accomplished prior issuance of a certificate of occupancy and opening for business at the referenced property The following is a list of those in attendance from the. City James Lierly, Building Inspector, Trent Peppard, Electrical Inspector, Roger Vess, Assistant Civil Engineer, Terri Partch, Civil Engineer, Eric Walrath, Engineering Projects Supervisor Below are the requirements discussed and set forth at the meeting: 1 The Building Inspector must perform a final walkthrough inspection of the main building. Known outstanding deficiencies include installation of the required ventilation system for the Tube pit(s) and non explosive lighting. 2 Electrical permits must be obtained for the main building and the espresso stand A final inspection must be performed and all electrical work must be to the satisfaction of the City Electrical Inspector 3 The espresso stand must be connected to the sanitary sewer The connection may require a grease trap /interceptor and /or anchoring of the structure as determined by the Building Inspector 4 The paving of the parking lot may be deferred for an agreed upon length of time provided that the City has acceptable surety for the completion of the work. Surety is typically provided in the form of a performance bond or assignment of savings 5 Utility accounts must be established for any structure that will be open for business. A $500 00 deposit will be required to activate'the accounts and Phone 360 417 -4800 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 Sincerely service(s). 6 The construction of the widening of Fairmount Avenue and the construction of the cement concrete driveways curb gutter, sidewalk and through curb inlet, as shown on the site plan dated April, 2008 may be deferred for an agreed upon length of time provided that the City has acceptable surety for the completion of the work. Further, temporary hot mix asphalt approaches must be installed at the location and of the dimension shown on the site plan noted above. 7 The floor drain and drain line must be plugged with cement concrete as indicated on the site plan noted above. 8 An acceptable agreement to share use of the southerly driveway signed by you and the adjoining property owner must be provided to the City Please contact me at 360- 417 -4806 or e-mail at ewalrath(citvofpa.us if you would like to discuss any of the issues itemized in this letter or have any questions. Eric C Walrath Engineering Projects Supervisor cc: File City Engineer City Personnel Attendees PREPARED 9/03/08 13 11 04 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/03/08 ADDRESS 4404 FAIRMOUNT AVE SUBDIV TENANT NBR 457 5662 MIKE LIBERA CONTRACTOR PHONE OWNER MICHAEL A LIBERA ET AL PHONE (360) 460 4658 PARCEL 06 30 08 5 8 1650 0000 APPL NUMBER 07 00001174 COMM REMODEL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 6/24/08 JLL PLUMBING ROUGH IN 6/24/08 AP June 24 2008 8 41 08 AM 1pangrle DOUG 457 1690 ROUGH IN PLUMBING June 24 2008 4 28 52 PM jlierly PL6 01 9/03/08 J PLUMBING WATER SUPPLY September 2 2008 11 13 23 AM 1pangrle DAN 460 0776 WATER LINE (METER TO BLDG) COMMENTS AND NOTES PREPARED 6/24/08 9 10 50 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/24/08 ADDRESS 4404 FAIRMOUNT AVE SUBDIV TENANT NBR 457 5662 MIKE LIBERA CONTRACTOR PHONE OWNER MICHAEL A LIBERA ET AL PHONE (360) 460 4658 PARCEL 06 30 08 5 8 1650 0000 APPL NUMBER 07 00001174 COMM REMODEL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 6/24/08 PLUMBING ROUGH IN June 24 2008 8 41 08 AM 1pangrle DOUG 457 1690 ROUGH IN PLUMBING COMMENTS AND NOTES CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 07 00001174 Application pin number 781532 Property Address 4404 FAIRMOUNT AVE ASSESSOR PARCEL NUMBER 06 30 08 5 8 16500000 Tenant nbr name 457 5662 MIKE LIBERA Application type description COMM REMODEL Subdivision Name Property Use Property Zoning UNKNOWN Application valuation 30000 Application desc TENANT IMPROVEMENT MIKE S MAXI LUBE Owner MICHAEL A LIBERA ET AL 4404 FAIRMONT AVE PORT ANGELES (360) 460 4658 Structure Information Construction Type Occupancy Type Permit Additional desc Permit pin number 116293 Permit Fee 770 00 Issue Date 12/18/07 Expiration Date 6/15/08 T•\Policies \1102.15R [1/05] Qty Unit Charge Per WA 983639514 Contractor OWNER 000 000 TENANT IMPROVEMENTS LUBE BLDG TYPE V NON RATED BUSINESS OFF /PRO /MED /REST PUBLIC WORKS COMM WATER SERV Qty Unit Charge Per 1 00 770 0000 EA PW W/M 1 SERV 5/8 METER Date 4/10/08 Plan Check Fee 00 Valuation 0 Extension 770 00 Permit RIGHT OF WAY Additional desc RIGHT OF WAY Permit pin number 116301 Permit Fee 50 00 Plan Check Fee 00 Issue Date 12/18/07 Valuation 30000 Expiration Date 6/15/08 Qty Unit Charge Per Extension 1 00 50 0000 ECH RIGHT OF WAY PERMIT 50 00 Permit SANITARY SEWER HOOK UP Additional desc SS HOOKUP Permit pin number 116327 Permit Fee 120 00 Plan Check Fee 00 Issue Date 12/18/07 Valuation 30000 Expiration Date 6/15/08 BASE FEE 1 00 120 0000 EA SAN SEWER HOOKUP Extension 00 120 00 V e cs cor^74t,, vv‘ X 2,0 61 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 1 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 I• al law -gulating construction or the performance of construction Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date CALL 417 -4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO•CONER; 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 PW UTILITIES (Engineering Division) WATERLINE /,METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION'CONTROL PARKING SIDEWALK, CURB GUTTER DRIVEWAY APPROACH ,BACK -FLOW DEVICE RESIDENTIAI: CONSTRUCTION RW PW ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417-481_ T•\Policies \1'102.15R [1 /05] 1 PERMIT INSPECTION RECORD YES NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES' NO COMMERCIAL`' DATE- ACCEPTED YES 1. NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT. I PLANNING DEPT BUILDING ,y. Application Number Application pin number 07 00001174 781532 Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background October 19 2007 9 26 46 AM kdubuc 1) Sources of ignition shall not be located within 18 inches of the floor 2) Pits and below grade work areas shall be constructed in accordance with the International Building Code 3) Pits and below grade work areas shall be provided with two means of egress A fixed ladder is permitted as a second means of egress 4) Where Class I liquids or LP gas are stored or used within a building having a basement or pit wherein flammable vapors could accumulate the basement or pit shall be provided with mechanical ventilation in accordance with the International Mechanical Code at a minimum rate of 1 5 cubic feet per minute per square foot (cfm /ft 2 to prevent the accumulation of flammable vapors 5) At least two 2A 20BC fire extinguishers shall be provided one shall be located inside the pit if a pit is provided 6) Cleaning of parts shall be conducted in listed and approved parts cleaning machines CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 7) Waste oil motor oil and other Class IIIB liquids shall be stored in approved tanks or containers which are allowed to be stored and dispensed from inside repair garages 8) Tanks storing Class IIIB liquids in repair garages are allowed to be located at below or above grade provided that adequate drainage or containment is provided 9) Garage floor drains where provided shall drain to approved oil separators or traps discharging to a sewer in accordance with the International Plumbing Code Contents of oil separators traps and floor drainage systems shall be collected at sufficiently frequent intervals and removed from the premises to prevent oil from being carried into the sewers 10) Crankcase drainings and liquids shall not be dumped into sewers streams or on the ground but shall be stored in approved tanks or containers until removed from the premises 11) Self closing metal cans shall be used for oily waste Page 2 Date 4/10/08 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 presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T•\Policies \1102.15R [1/05) CALL 417 -4807 FOR UTILITY INSPECTIONS. 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 PW UTILITIES (Engineering Division) WATERLINE METER SEWER', CONNECTION SANITARY I STORM 1 SITE DRAINAGE SITE EROSION'CONTROL PARKING. SIDEWALK, CURB GUTTER DRIVEWAY APPROACH 1 ;BACK -FLOW DEVICE T•\Policies\ 1102.158 [1/05j INSPECTION TYPE DATE ACCEPTED YES 1 NO RESIDENTIAL CONSTRUCTION RW PW/ ENGINEERING 417 -4807 FIRE 417 -4653 1 PLANNING DEPT 417 -4750 1 BUILDING 417 -4815 1 PERMIT INSPECTION RECORD I I I I I I I I CONSTRUCTION RW PW ENGINEERING 1 FIRE DEPT. PLANNING DEPT BUILDING COMMENTS FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/US DATE YES: NO COMMERCIAL` DATE- ACCEPTED 1 YES 1, NO' t• Application Number Application pin number CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 07 00001174 781532 Special Notes and Comments Electrical load calculations and elctrical permits are required Electrical load calculations and elctrical permits are required Supply method of electrical service o/h or u/g October 18 2007 2 40 56 PM gmclain November 27 2007 8 26 28 AM 1pangrle Per Trenia Funston 417 4807 The fire line hot tap must be done by others not the City Construct driveway to City standards EROSION SEDIMENT CONTROL PER CITY STANDARDS OR APPROVED ENGINEER DESIGN PRIOR TO START OF WORK Construct road to City standards see public works engineering for requirements Sidewalk to City standards required for school walking route Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway and Sidewalks to City Standards No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to pouring concrete Other Fees Fee summary T 102.15R [1/05] SEWER SYSTEM DELV CHARGE 1000 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1230 00 Charged Paid Credited Due Page 3 Date 4/10/08 Permit Fee Total 940 00 940 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 2234 50 2234 50 00 00 Grand Total 3174 50 3174 50 00 00 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 presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T \Policies \1102.15R 1 /051 INSPECTION TYPE PW UTILITIES (Engineering Division) WATERLINE METER SEWER'CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING, SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW •DEVICE RESIDENTIAL CONSTRUCTION R.W 1 PW/ ENGINEERING 417 -4807 I FIRE` 417 -4653 PLANNING DEPT 417 -4750 I BUILDING 417 -4815 I PERMIT INSPECTION RECORD CALL 417 -4807 FOR UTILITY INSPECTIONS. 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 DATE ACCEPTED 1 YES 1 NO 1 COMMENTS FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE, DATE YES NO COMMERCIAL= r DATE ACCEPTED YES I; NO CONSTRUCTION R.W PW ENGINEERING FIRE DEPT I PLANNING DEPT I BUILDING Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning UNKNOWN Application valuation 30000 Application desc TENANT IMPROVEMENT MIKE S MAXI LUBE Owner MICHAEL A LIBERA ET AL OWNER 4404 FAIRMONT AVE PORT ANGELES WA 983639514 (360) 460 4658 Structure Information 000 000 TENANT IMPROVEMENTS LURE BLDG Construction Type TYPE V NON RATED Occupancy Type BUSINESS OFF /PRO /MED /REST Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 5 00 10 1000 THOU Permit Additional desc Permit pin number 114348 Permit Fee 82 40 Issue Date 12/18/07 Expiration Date 6/15/08 Qty Unit Charge Per BASE FEE 3 00 7 2500 ECH ME VENT FAN 1 00 10 6500 ECH ME OTHER APPL N/R Permit PLUMBING PERMIT Additional desc LAWN BACKFLOW ETC Permit pin number 114355 Permit Fee 135 00 Plan Check Fee 00 Issue Date 12/18/07 Valuation 0 Expiration Date 6/15/08 Qty Unit Charge Per 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 has 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 presume to give authority to violate or cancel the provisions of any state or local law reguJting construction or the performance of construction 4 .9/e0 )44 1:42 Date f Print Name MECHANICAL PERMIT TENANT IMPROV 112953 468 25 12/18/07 6/15/08 T forms /Building Division/Building Permit (10 /01 /07).wpd CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 07 00001174 781532 4404 FAIRMOUNT AVE 06 30 08 5 8 1650 0000 457 5662 MIKE LIBERA COMM REMODEL BUILDING PERMIT COMMERCIAL BASE FEE BL -25 001 50K (10 10 PER K) Contractor LUBE BLDG Plan Check Fee Valuation Date 4/10/08 304 36 30000 Extension 417 75 50 50 Plan Check Fee 00 Valuation 0 Extension 50 00 21 75 10 65 Extension Signature of Contractor or Authorized Agent eX e e Co %°0 41° k- )3(° or` Lk Signature of Owner (if owner is builder) 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 AIVD 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 N's PARKING /LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T Forms /Building Division/Building Permit (10 /01 /07).wpd BUILDING PERMIT INSPECTION RECORD YES 1 NO I I I FINAL FINAL SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4807 PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING DATE ACCEPTED BY. DATE ACCEPTED BY. DATE ACCEPTED I YES 1 NO 1 1 1 1 1 I I I Application Number Application pin number Qty Unit Charge Per 7 00 1 00 1 00 1 00 1 00 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 7 0000 ECH 7 0000 ECH 7 0000 ECH 15 0000 ECH 7 0000 ECH 07 00001174 781532 BASE FEE PL EA FIXTURE ON ONE TRAP PL EA INSTALL WATER PIPE PL- EA LAWN BACKFLOW PL- EA BLDG SEWER PL- EA WATER HEATER Page Date Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background October 19 2007 9 26 46 AM kdubuc 1) Sources of ignition shall not be located within 18 inches of the floor 2) Pits and below grade work areas shall be constructed in accordance with the International Building Code 3) Pits and below grade work areas shall be provided with two means of egress A fixed ladder is permitted as a second means of egress 4) Where Class I liquids or LP gas are stored or used within a building having a basement or pit wherein flammable vapors could accumulate the basement or pit shall be provided with mechanical ventilation in accordance with the International Mechanical Code at a minimum rate of 1 5 cubic feet per minute per square foot (cfm /ft 2 to prevent the accumulation of flammable vapors 5) At least two 2A 20BC fire extinguishers shall be provided one shall be located inside the pit if a pit is provided 6) Cleaning of parts shall be conducted in listed and approved parts cleaning machines 7) Waste oil motor oil and other Class IIIB liquids shall be stored in approved tanks or containers which are allowed to be stored and dispensed from inside repair garages 8) Tanks storing Class IIIB liquids in repair garages are allowed to be located at below or above grade provided that adequate drainage or containment is provided 9) Garage floor drains where provided shall drain to approved oil separators or traps discharging to a sewer in accordance with the International Plumbing Code Contents of oil separators traps and floor drainage systems shall be collected at sufficiently frequent intervals and removed from the premises to prevent oil from being carried into the 2 4/10/08 Extension 50 00 49 00 7 00 7 00 15 00 7 00 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 has 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 presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T.Forms /Building Division/Building Permit (10 /01 /07).wpd 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 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 k's PARKING /LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I I PLANNING DEPT 417 -4750 I 1 BUILDING 417 -4815 I T Forms /Building Division /Building Permit (10 /01 /07),wpd BUILDING PERMIT INSPECTION RECORD YES ACCEPTED NO FINAL SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT I PLANNING DEPT 1 BUILDING COMMENTS DATE ACCEPTED BY. FINAL DATE ACCEPTED BY. DATE ACCEPTED YES I NO I I I I I I I I I I I I Application Number Application pin number Special Notes and Comments sewers 10) Crankcase drainings and liquids shall not be dumped into sewers streams or on the ground but shall be stored in approved tanks or containers until removed from the premises 11) Self closing metal cans shall be used for oily waste Electrical load calculations and elctrical permits are required Electrical load calculations and elctrical permits are required Supply method of electrical service o/h or u/g October 18 2007 2 40 56 PM gmclain November 27 2007 8 26 28 AM 1pangrle Per Trenia Funston 417 4807 The fire line hot tap must be done by others not the City Construct driveway to City standards EROSION SEDIMENT CONTROL PER CITY STANDARDS OR APPROVED ENGINEER DESIGN PRIOR TO START OF WORK Construct road to City standards see public works engineering for requirements Sidewalk to City standards required for school walking route Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway and Sidewalks to City Standards No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to pouring concrete Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total T Forms /Building Division/Building Permit t I0 /01 /07).wpd M CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 07 00001174 781532 Page 3 Date 4/10/08 SEWER SYSTEM DELV CHARGE 1000 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1230 00 Charged Paid Credited Due 685 65 685 65 00 00 304 36 304 36 00 00 2234 50 2234 50 00. 00 3224 51 3224 51 00 00 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 has 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 presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) 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 AIVD ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE 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 I 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 H's PARKING /LIGHTING LANDSCAPING ELECTRICAL LIGHT DEPT 417 -4735 RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING I FIRE 1 PLANNING DEPT 1 BUILDING 417 -4807 417 -4653 417 -4750 T Forms /Budding Division /Building Permit (10 /01 /07).wpd BUILDING PERMIT INSPECTION RECORD 417 -4815 1 ACCEPTED YES I NO 16 'C ---1- 19 -3 �os� FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL FINAL FINAL SEPA. ESA. SHORELINE. ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING 1 COMMENTS DATE ACCEPTED BY. DATE ACCEPTED BY. DATE 1 ACCEPTED YES I NO 1 ,oic''N't"\'' c) r 4. d N W g V` 1 e. RR.� 1 l.l' l 1,, I I tb 4 N Notes Flowering Plum Trees plus other plants, 1 Existing 18' Fir Tree 4 perforated ABS-- foundation drain pipe 500 Gal, Propane Tank. Floor Drain abandon fill with concrete Proposed 6' Solid Cedar Fenc_Jj On property tine 1 !fl Underground power to here Rhododendron 25' 20' Property to North Residentiqt Zone Existing Cyclone Fence to remain, Existing Vegetation Existing Fence ,o be removed, Flowering Cherry Tree J _--House 4314 Fairmount Ave Proposed 6 Solid Cedar Hence Existing 20' fir tree on !Property L „IQ-2.7Z I i i pds,:ting ve .1 ....4..% Ve 11 4: 1 I I li 0 I 14 I f OAF 1 .1D Columner Juniper or Port Orford Cedars, 1:@ 20' 37' Lubrication 36 Th. Building 7 ,1 p I 1 '3 x i i (o 'R Parking F 64 Parking Parking Parking 1 n 3 co Plug line from Bldg, Asphalt 0 10386 Parcel No 06-30-08-581650 Area 13,494 sq ft or 0297 Acres Proposed Building ground floor 36' x 64' 2304 sq, ft second ftoor 36' x 14' 504 sq. ft, Total floor area 2808 sq ft. Zonings CSD (Community Shopping District) Parking: 3 spaces plus one per bay Providing Eleven 11) Silt Socks in catch basins during construction Asphalt Pavement s r" 25' I Pavement I Ground Cover CIE 22t r -1- 1 _1_ 1 eThl 1 1 I I I 444; a KL I I I 1. I I t I 12' I 0) (C d f Extend Culvert 40' to allow Taper Asphalt. 411 taper end of pipe Flowering Cherry Tree Roses Ground' cover J Type Catch b 6 Stanc4ard City Walkway Behind ci,ty Standard Curb, 6 thick fat drive drops, .2' wide' by 4' deep excavation. Install1 perforated drain at bottom and tight line above for down spouts route Ito catch basin at ditch line Backfifi with drain rock, 6 inch concrete over for driveway Oil Water Separator with inlet grate -Water Service (1) Ser \lice For Fire Sprinkler System. <1) 5/8'; sub, service for building (meter) City to thp existing line Top of I Curb Elevation same as centerline Fairmount, 4 high, foundation or retaining wall. '12' Culv4r Pipe Fire Hycircint Curb Inlet Sewer Inside drop line must not inte)-fear with ladder Telephone InfilVation trench w/4 perforated piping' inside 2'x2' fabric lined trench w/ drain rock. —Power! Poke 25(8' sic within 30' of ground. 100' fron residential property Oil Water Stiperator and 10 Cu, Yd. Dty Well Add collars 'for inlet grate grade Connect to existing driveway cul •er+ —Type 1 Catch 1 Basin 5' gravel s ewalk taper both ends, Pavement Taper Both ends 60' 71L6- 4 EXPIRtS. 3/17/2, Revisions' N Aus1197 Buffers A.'17 rand tnarrs Wall drainage Oct. 07 to Stan: v Mar 013 CO CD CO CU 0 I(Y) L. CU co if) cr% 0 2 V? CD w N c c)) CD LI5 .4- 0 et- c Scale' 1'=20' Job. 95071SPb, Date' Apr ,2008 Sheet 0) of 3 co 1/4o co co crN ce w co -Jz c=> (I w o c Z •it CC 0 =t 0 0 a. z u.0 C_ Os' C/3 I L Gravel walk tr•lnsitlo 1 I 1 r T i 1 E f i 1 J. L.._ i I 1 Eleva dton Pit Floor 1 Et- ev.- 2C3,C7- F-t, -1 1- -_r __-t 1 1 I 1 1 1 1 t E 1 1_ 1 L_._ 1 i i i I 1 1 i 1 i i 1 1 1 �-1- i CD CD cu Note; Vertical exageration 1011 Assumed Elevation 202,00 Centerline of Fairmount at South Property Line Clevot can Fin! hed Flopr 1 L _.1 riclue._ ougbtf J .Bq. -a-- 1 Etev 11,37 f t i 1 1 1 1 1 1 I i r T i 7 T 1 I 1 I 1 1 1 i i i 1 Cente:it!ne Fa ?Mount Ave 1 1• --i r-- 1-__ -1 r i I i 0 1 I L I 0. L I J OA ove C ntertine I D i 1 1 i 1 t 1 t I 1 t D1 1 i pi 0 Curb I I I t I I I 1 1 1 1 I 1 J Top1 of Curib 1 CD CD n J CU CU CU Station Profile L 1 1 1 1 1 1 1 1 1 I 1 I I I 1 1 1 1 1 L 1 1 t 1 I 1 1 1 op CU r T I t 1 1 CD co I Q co ,Y, i of curb, 1 I ire 1 -�t -may 1 fl 5j 1 1 1 ___L_ 1 4 1 1 I 1 -C I 1 -4-' 1 t 1 I or i 1 I Z Prof e DI Eottorh 1 1 F1.ow Jr of 1 Culver-11, 1 1 1 1 1 T 1 1 1 0 CO 1 i 1 I Gravtt walk 1 Elev, 212 00 1 i Elev 20 00 Cr) 1 E 208 00 Trans tier), Elev 206 00 Etev 204,00 Etev 202 00 Elev 200 00 A e9 EXPIRES. 3/17/`' -Ire) 1 Revisions' CO lD CO CO V Dl Q 3 L 1 n 3 Ls) W QJ Q L L cu 1- Scale' 1' =20' Job: 95071SP6 Date' Mar 2008 Sheet 2 of 3.� oJ Elevation Finished Floor Drive Throught Lub, Bays r E-be t J L 1 i 1 1 J L 1 J `1 r T Eleva ion Pit Floor Elev 203,37 ft, L 1 T 1 1 L 1 J 1 T 1 L.. 1 L r T T 1 --1 J 1 L J J Station Note; vertical exageration 104 Assumed Elevation 202.00 Centerline of Fairmount at South Property Line --1 f i t 1 1 1 1 t r T 1 L 1 1 t i 1 r T 1 r T J L 1 J L 1 k f k I k t 1 r T 1 r T J Profile I 1 1 1 1 e 1 I 1 Cif o f _t_ J I L 1 1 1 I 1 t 1 k 1 t 1 f s� 1 k r T I r T L T -J 1 3 d U._ Elev 212 00 J El ev 21000 1 --i Elev 208 00 Elev 206 00 North Driveway Elev 204 00 L I CI) I I L 1 1 1 I O T- L. Elev 2 0 2 0 0 i A i South Driveway 1 r T T 1 1 W1 1 1 1 I 1 I 1 I 1 1 L CD 0 0 n01 CD C L CD C? CD C) O C} Elev 200 00 EXPIRtS. 3/17'i0 I Revisions! co l0 co o N 3 o L. 01 L Q ��Q L 0 )o L Mi d Oi C f- U Scale! l' =20' Job. 95071SP6b Date! Mar ,2008 Sheet 3 of 3/ N Notes. Flowerino Plum Trees plus other plants. Coturiner Juniper or 10, Port Orford Cedars. 500 Gal, Propane Tank, Rhododendron Flowering Cherry Tree Existing 18' Fir Tree 4' perforated ABS Foundation drain pipe =Icor Proposed 6 Solid Cedar Fenco- On property line Underground power to here 25' Property to Nor Resic, Zone tlr Cyclone Fence to rema.r Existing Vegetation Exis Fence j o be removed, 23' —1 37' F: 9' "g.taticg; 7:-.-7-1-==....-.-:=7.-41:44-1-:---- ----E"-- Vegvtall°n '-'s: I k ia 4,:.,-. 1 I 0 I Gras:: C.. Beauty arriZ 01T "-^,D' 0— 0 o›-- T 0 1 1 Parking IIT 11:r 7, Parking I LJ LUbrication --4 36 I 1 ---4.- L,i 73 -..._....71 L -1 If 7 t 1 1 X-- 11 11 li i .17 1 D N: 1, 1 1 i t 1 Parking Parking Parking P n n ET Asphalt Pavemen+ 7 1 Asphalt 6 Parcel No 06-30-08-581650 Area 13,494 sq, ft or 0,297 Acres Proposed Building ground floor 36' x 64' 2304 sq second floor 36' x 14' 504 sq, ft, Total floor area 2808 sq Zoning; CSD (Community Shopping District) Parking 3 spaces plus one per bay Providing Eleven (11) Slit Socks In co.tch basins during construction 103,86 431zt Ftth Pavement i: tenci Culv• rt 40' t. uttow Toper Asphalt 4,1 tape, env 1 i towering Cherry free Estin 20' Proposed 6 Solid Cedar 'ence 1 1 i i xig Fir tree on 'Property Lir''--- I Ground Cover Juniper (3) 0 0 0 1!! L J -1 o 1 v r A I 1 1, 24 1_ r 1 I 24 0.) Ground/ cover Junipers, Type Catch basin 6 Stant:141rd City Walkway Behind city Standard Curb, 6 thick iat tilrive drops. 2' widei by 4 deep excavation Install perforated drain at bottom and titht tine above for down spouts route i to catch basin at oill-ch line BackfiVt with drain rock. 6 inch! concrete over for driveway 011 W 'ter Separator with le+ grate Water Service (1) Serlice For Fire Sprinkler System. (1) 5/8", sub. service For bultoiing (meter) City to tap existing tine —Thp of !Curb Elevation same as centerline Fairmount. Sewer Inside rop tine Plus not intelrfear tadde Telerone Powerl Pole 2`x8' sigr wit n 30' of 100' from rest ential 12' Culvert Fire Hydrant --Curb Inlet I j----- 011 Water Sqperator and 10 Cu, Yd. Dry Well Add collars !for inlet grate grade Connect to 1 e 1 driveway 1 Type Basin culvert Catch high f'ounclation or reta ng watt. 5' gravel ewalk taper both- ends. Pavement Taper Both ends 60' EXPIRES. 3/1 7 0' pipe I Revisions' Aw-0/97 e../a197 ren.ct Watt draltiaror Oct. 07 L. Stand .y Mar Tie co o co I co CI..1 co (1) 71- LJJ .tz C tils Cu -C a) csi c w (.9 L 0 tT, -P 1'=20' Job 95071SPa Date' March200E Sheet of 3i I Cleanouts at the end of sewer mains greater than 150 feet will not be accepted as a substitute for a manhole. J Minimum slope through the manhole shall be 1 /10th of one foot from the invert in to the invert out. All manholes shall be channeled K. All manholes shall be located so that they are accessible by maintenance vehicles and shall be no closer than 5 feet from any surface obstruction. L. Manhole diameter sizing shall be based upon the number of pipes entering and exiting the manhole, the ability to achieve transitions in the flow adequate shelves, room for maintenance and television inspections, and maintain the strength of the manhole. 2.060 SLOPES A. All sewers shall be designed and constructed to give mean velocities, when flowing full of not less than 2 0 feet per second based on Manning's Formula using a minimum 'n' value of 0 013. The following minimum slopes apply SIZE MIN. SLOPE (INCHES) 1 1 10 12 15 (FEET PER 100) 1 1.00% [0 0100 FT /FT] 10 40% [0 0040 FT /FT] 10.28% [0.0028 FT /FT] 10.22% [0 0022 FT /FT] 10 15% [0 0015 FT /FT] CHAPTER 2 WASTEWATER SIZE MIN. SLOPE (INCHES) (FEET PER 100) 118 1012% 121 10 10% 124 10 08% 130 10 06% 136 10 05% [0 0012 FT /FT] [0 0010 FT /FT] [0 0008 FT /FT] [0 0006 FT /FT] [0 0005 FT /FT] B Under special conditions, slopes slightly less than those required for the 2.0 feet per second velocity may be permitted by the City Engineer Such decreased slopes will only be considered where the depth of flow will be 0 3 of the diameter or greater for design average flow Whenever such decreased slopes are proposed the design engineer shall furnish with the plans his computations of the depths of flow in such pipes at minimum, average, and daily or hourly rates of flow Larger pipe size shall not be allowed to achieve lesser slopes. C Sewers shall be laid with uniform slope between manholes D Where sewer mains are laid on slopes of 6.0 percent or greater or where ground water may use the trench as a conduit, check dams may be required to be placed along the pipe The spacing shall be noted on the plans. E. Sewer mains on 20 percent slope or greater shall be anchored securely with concrete anchors, or other approved method The concrete anchors shall conform to the WSDOT /APWA Standard Plan No B -12 and the spacing shall be as follows 1 20% to 35% not over 36 feet center to center spacing 2. 35% to 50 not over 24 feet center to center spacing 3 50% and over not over 16 feet center to center spacing 2.070 INCREASING SIZE A. Manholes shall be provided where pipe size changes occur B. Where a smaller sewer main joins a larger one, the invert of the larger sewer should be lowered sufficiently to maintain the same energy gradient. An approximate method for securing these results is to place the 0 8 N:1Urban Services Standards1Ch21CHAPTER2.doc Page 4 of 10 April 26 2006 U ��yOc pORTn "'Qin Aso VARIES SEE Sl7E PLAN r 45' ELBOW 6X4" 45' WYES, TYPICAL 6 -45' WYE, TYPICAL, SIZE TO FIT GRAVITY SEWER MAIN. GRAVITY SEWER MAIN SIZE AND SLOPE AS SHOWN ON SITE PLAN APPROVED BY CITY ENGINEER FILE NAME. DUALSEWER.DWG NOTES STANDARD DETAIL 6" PVC 0 2% MINIMUM 5 -7" PLUG AND MARK END PER SINGLE SIDE SEWER DETAIL 6" SEWER CLEANOUT PER STANDARD DETAIL PROPERTY LINE 5' MINIMUM DEPTH AT R/W TWO 6" PVC 45' OR ONE 90' SWEEP ELBOW 4'0' MIN TY 1 ROTATE THE 45' ELBOW TO ACHIEVE THE PROPER ANGLE TO REACH THE PROPERTY LINE WITH 5' OF COVER. MINIMUM ALLOWABLE SLOPE IS 2X 2. 3' MINIMUM SEPARATION BETWEEN SIDE SEWER AND ADJOINING LOT LINE. .3. SEWER PIPE AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D 3034 SDR 35. 4 CALL FOR INSPECTION BY CITY 24 HOURS PR /OR TO PLACING BACKF/LL ALL WORK AND MATER /AL TO BE IN ACCORDANCE WITH THE CURRENT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPEC IF ICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" DATE 5/1 0/05 REVISED 3/15/06 3' MIN. 1 M /N. TYP r 4" PVC AT 2% MIN /MUM SLOPE NOT TO SCALE PLUG AND MARK END PER SINGLE SIDE SEWER DETA /L DUAL SEWER SERVICE A O� pORT 4 1 �iA At NOTES a .e Q STANDARD DETAIL STEP MANHOLE CHANNEL TEE TEE STEP MANHOLE CHANNEL SLOPE TO DRA /N a APPROVED BY I DATE '1 P/35- CITY ENGINEER�� REVISED 3/15/06 FILE NAME. INSIDEDROPMH.DWG I 4 r a a r e 3. CALL FOR FORM /PIPE INSPECTION BY CITY 24 HOURS PRIOR TO POURING CONCRETE AND 24 HOURS PR /OR TO PAVING. d 4 1 FOR LOW FLOW CONDITIONS ONLY INSTALLATION REQUIRES PR /OR WRITTEN APPROVAL OF CITY ENGINEER. 2. CALL FOR INSPECTION UPON COMPLETION OF EXCAVATION FOR STRUCTURE INSTALLATION. MANHOLE 6" MIN. S 6' MIN. _2 ANCHOR BOLTS AND STAINLESS STEEL STRAPS) AS REQUIRED PLUMB TO TOP OF CHANNEL INSIDE DROP MANHOLE CHAPTER 3 TRANSPORTATION A. SIGHT DISTANCE TRIANGLE. Stop or Yield Controlled Intersection and Uncontrolled Intersections, from Chapter 9 of AASHTO B. The vertical clearance area within the sight distance triangle shall not have obstructions that obscure the motor vehicle operator's view within that area along the sight line. C Exclusions. Sight obstructions that may be excluded from these requirements include utility poles regulatory signs, trees trimmed to remove obstructing branches, plant species of open growth habits and not in the form of a hedge which are so planted and trimmed as to leave at all seasons a clear and unobstructed cross view buildings constructed in conformance with the City of Port Angeles's Zoning Code and preexisting buildings. 3B.160 SURFACING STRUCTURAL REQUIREMENTS Table D contains the surfacing structural requirements for each application listed Alternate sections will be accepted based upon an engineering design of the section and the soils of the area proposed The designs in the table are based on Washington stabilometer subgrade R -value of 5 0 PRINCIPAL MINOR ARTERIAL TABLE D SURFACING STRUCTURAL REQUIREMENTS TYPE OF FACILITY SURFACING TOP COURSE BASE 6' hot mix asphalt 2" Crushed Surfacing Top 25' Ballast (HMA) Course (CSTC) COLLECTOR ARTERIAL 4 HMA 2' CSTC 25" Ballast ACCESS STREETS 2' HMA 2' CSTC 8' Ballast SIDEWALKS 4' Concrete (6' 1 CSTC or sand N/A Concrete at driveways) CONCRETE DRIVEWAYS 6" Concrete 1 CSTC or sand N/A ASPHALT DRIVEWAYS 2' HMA 2' CSTC or sand 8' Ballast CLASS 1 BIKEWAY 2' HMA N/A 4 Ballast 38.170 TEMPORARY STREET PATCHING A. Temporary restoration of trenches shall be accomplished by using 2" minimum HMA when available, medium curing (MC -250) Liquid Asphalt (cold mix), Asphalt Treated Base (ATB), or traffic bearing thickness steel plates with asphalt wedges, or approved equal. B ATB used for temporary restoration may be dumped directly into the trench or patch area, bladed and rolled. After rolling, the trench must be filled flush with the existing pavement to provide a smooth riding surface. C All temporary patches shall be maintained by the contractor until such time as the permanent patch is in place. If the contractor is unable to maintain a patch for whatever reason, the City will patch the area at the expense of the contractor or permit applicant. D Traffic shall not be allowed to cross gravel or CDF trench backfill for more than 24 hours without utilization of temporary patching measures stated above. N: \Urban Services Standards1Ch31CHAPTER3.doc Page 8 of 16 April 26 2006 TRACER TAPE BENDS AS REQUIRED. (12" RADIUS) NOTES STANDARD DETAIL SECTION A A 18 MIN. 1 T SERVICE LINE w1TH TRACER TAPE. SEE NOTE /2 24 MW SADDLE. CORPORATION STOW AND PAC JOINTS SEE NOTE /1. A 1. SERVICE SADDLES SHALL BE PAINTED DUCTILE IRON 01? NYLON COATED DUCTILE IRON WI TH STA /NLESS STEEL STRAPS AND SHALL BE RONAC STYLE IOIS ON T TAP 202S ON 7 -1/2" OR LARGER TAPS ROMAC 202N, ROCKw£LL 313 01? APPROVED EQUALS ARE REOU /RED FOR HOT O4 CORROSIVE' SOILS ALL CLAMPS SHALL HAVE RUBBER CASKET ANO /ROIV PIPE THREADED OUTLETS. CORPORA AOn/ STOP SHALL BE ALL BRONZE AND SHALL BE FORD TYPE F -500 OR APPROVED EQUAL 1411H IRON PIPE 1HREA05 CONFORMING TO AWWA C800 STA /NLESS STEEL INSERTS SHALL BE USED 111H PACK JOINTS AND POL YETHELEN£ PIPE. 2. SERVICE UNES SHALL BE ONE (1) INCH HIGH DENSITY POLY ETHELENE PIPE, CAPPER NBC 5/25. M/N/MUM PRESSURE CLASS 200 P01 PHILLIPS DRISCO 5100 ULTRA —LINE. NO GLUED JOINTS MLL BE ACCEPTED ON 1 SERVICE LINES 1 -1/2" AND 2" PVC SERVICES MAY 85 CLUED. SERVICE LINES SHALL BE INSTALLED 45 DECREES OFF THE MA /N. TRACER TAPE SHALL BE INSTALLED ON ALL SERVICE LINES PER GENERAL COND/17ONS COPPER TUB /NCI TYPE K SHALL BE USED IN AREAS REOUIR£D BY THE WATER SUPERINTENDENT. 3. ALL WATER METERS SHALL BE PURCHASED ANO INSTALLED BY THE CITY AND PAID BY THE OwNER/DEVfLOPER. METER BOX ANO SETTERS SHALL BE FURNISHED AND INSTALLED BY OWNER/ DEVELOPER. 1" METER SETTERS SHALL BE FORD VH 74 -12 (MACE SA?V£L ENO) WITH CARSON 14198 -15 METER BOX 11TH INSPECTION 1.10. LARGER METER SETTERS/BOX SHALL BE AS SPECIFIED BY CITY 4. DUAL WATER SERVICE FROM A SINGLE TAP SHALL NOT BE APPROVED. APPROVED BY DAT /z 35- CITY ENGINEERi u, EVISED 3/15/06 FILE NAME. WATERSERI%10E..DWC METER, METER BOX AND SETTER. SEE NOTE /3 Y i:' \ij`\ 'k 6 TYP SINGLE SERVICE M£ TER BOX ALL WORK AND MATERIAL TO BE IN ACCORDANCE WITH THE CURRENT WASHINGTON STATE DEPARTMENT OF TRANSPORTA770N STANDARD SPECIFICATIONS FOR ROAD. BRIDGE, AND MUNICIPAL CONSTRUCTION" 6 TYPICAL WATER SERVICE PROPERTY UNE NOTES. I USE WSDOT DRAWING B -2C AT SAGS AND WSDOT DRAWING B -2B FOR ALL OTHER LOCA770NS EXPANSION JOINT 1. O/L SEPARATOR "T" REQUIRED AT OUTLET UNLESS OTHERWISE APPROVED BY CITY ENGINEER. 2 CONCRETE CLASS 3000 3. CATCH BASIN BASE TO BE SET LEVEL. GRA7E FRAME TO BE SHIMMED TO MATCH LONGITUDINAL SLOPE. APPROVED BY CITY ENGINEER, L FILE NAME. CURBINLET.)WG EXPANS /ON JO /NT Ll U U U u d On [140 EluEluOuguLl GRATE Ate- -J AD✓US77NG R /N� AS NECESSARY 0.02"/FT SLOPE STANDARD DETAIL A r 0.1 GRATE SLOPE DATE -0,«/95 E VI S ED 3/75/06 SECTION B -B 4 SECTION A -A NOT TO SCALE ALL WORK AND MATERIAL TO BE IN ACCORDANCE W ITT-I THE CURRENT WASHINGTON STATE DEPARTMENT OF TRANSPORTA770N STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" 6" w a u h e 1 EXPANSION J JOINT CoNo t> 3 -0" MATCH EX/S77NG PAVEMENT £LEVA77ONS AT GRATE EDGE PVC PIPE 1 -EXPANSION INSTALLA 770N JOINT 6" MIN. MANHOLE ADAPTOR Q USE CA TCH BASIN TYPE 1 BASE FOR 6" PIPE. USE TYPE 2 BASE FOR 8' AND LARGER PIPE CALL FOR FOVRAI INSPECTION BY CITY 24 HOURS PR/OR TO POURING CONCRETE CALL FOR INSPECTION BY C/TY 24 HOURS PRIOR TO BACXALL MATCH GUTTER LIP OR EX /STING PAVEMENT ELEVA770N 1 "0" MIN. FROM FACE OF CURB (TYP) MATCH EXIS77NG PAVEMENT ELEVA7701/ OLYMPIC FOUNDR Y FRAME SM 52 -A W/77.I 3/16" NON -SKID DIAMOND PA /LAW ON TOP SURFACE. ADJUST HOOD TO MATCH CURB HEIGHT (3' MIN. OPENING) THROUGH CURB INLET INSTALLATION at EN=RE -cs pato ROUND OR RECTANGULAR OU TLET PIPE SHALL EXTEND TO THE SHOULDER OF THE TEE. APPROVED BY CITY ENGINEER,. FILE NAME. PARKINGLOYCB.0 WC A __1, A Li A 4 CC to y A 7 4 STANDARD DETAIL A N SECTION A-A NOT TO SCALE ALL WORK AND MATERIAL TO BE IN ACCORDANCE WITH THE CURRENT WASHINGTON STATE DEPARTMENT OF TRANSPORTA770N 'STANDARD SPECIF7CA1IONS FOR ROAD, BRIDGE. AND MUNICIPAL CONSTRUCTION DATE --e472/95- REVIEL 3/15/06 TRAFFIC GRA TE PVC PIPE INS TALLA 770N 6 MIN MANHOLE ADAPTOR PVC' TEE (SAME DIAMETER AS OUTLET PIPE.) CALL FOR INSPEC770N BY cay 24 HOURS PRIOR TO BACKI7LL PARKING LOT CATCH BASIN Dear Mike January 22, 2008 Sincerely, ep pe City Engineer ORT Mike Libera 316 Power Plant Road Port Angeles, WA 98363 Re: Work at 4404 Fairmount Ave. N[GELES W A S H I N G T O N U S A Public Works Utilities Department In reviewing your site development plans (Building Permit 07 1174) for 4404 Fairmount Avenue, it is clear that the site plans do not adequately address a number of elements required by the City's development standards and State stormwater requirements Stormwater issues have significantly changed since your original submittal several years ago and so were not part of the original submittal materials. However you were contacted during the review process to provide additional materials and discussion with Inspector Roger Vess indicated that a fundamental element.missing from your plans is a site erosion and sediment control plan, which has not as yet been received Further site inspections cannot occur until the stormwater plan is approved and erosion control measures are installed inspected, and accepted by the City's Public Works Utilities Engineering Division Please have your engineer address the following issues. 1 Show driveway locations and detail identifying width slopes, and clearances from utilities per City standard details. 2. Show road cross section for Fairmount Avenue. 3. Roadway asphalt taper length along Fairmount Avenue based on 35 MPH, and detailed improvements to ditch including existing catch basins at north south property corners and beyond 4 Submit stormwater design and calculations to meet current requirements per 2005 Storm Water Management Manual for the parking area, downspouts and perimeter drains, and design to include catch basin with curb inlet at south end of curb gutter 5 Submit an engineer's design showing the location of the proposed espresso stand traffic flow and utility connection locations (Although your proposed designation for the stand on the original plan is understandable, the original drawings are stamped by an engineer and cannot be changed in any way If you have any questions or concerns regarding this information, please contact Roger Vess at 417 4812 or rvesst@citvofoa.us. 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 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning UNKNOWN Application valuation 30000 07 00001174 781532 4404 FAIRMOUNT AVE 06 30 08 5 8 1650 0000 457 5662 MIKE LIBERA COMM REMODEL Owner Contractor MICHAEL A LIBERA ET AL 4404 FAIRMONT AVE PORT ANGELES (360) 457 5662 Structure Information Construction Type Occupancy Type Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit SANITARY S Additional desc SS HOOKUP Permit pin number 116327 Permit Fee 120 '0 Issue Date 12/1: Expiration Date 6/ /08 Qty Unit Charge P 1 00 120 0000 Special Notes and Co Address numbers sh Address numbers s of contrasting co October 19 2007 1) Sources of i of the floor T•\Policie 1102.15R [1/051 WA 983639514 CITY OF PORT ANGELES, PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 OWNER 000 000 TENANT IMPROVEMENTS LURE BLDG_ TYPE V NON RATED BUSINESS.,OFF /PRO /MED /REST Qty Unit Charge Per 2 00 770 0000 EA PW W/M 1 SERV 5/8 METER RIGHT OF WAY RIGHT OF WAY 116301 50 00 an Check Fee 12/18/07 Valuation 6/15/08 Qty Unit Charge Per 1 00 50 0000 ECH RIGHT v WAY PERMIT ER HOOK UP BASE FEE SAN SEWER HOOKUP ents 1 be plainly visible from the street 11. be a minimum of six inches-high and. be or from the.background 9 26 46 AM kdubuc ition shall not be located,within 18. inches. Signature of Contractor or Authorized Agent Date Plan Check Fee Valuation Date 12/18/07 Permit PUBLIC WORKS COMM WATER SERV Additional desc TWO WATER METERS Permit pin number 116293 Permit Fee 1540 00 Plan Check Fe 00 Issue Date 12/18/07 Valuation -0 Expiration Date 6/15/08 Extension 1540 00 0 0 30000 Extension 50 00 00 30000 Extension 00 120 00 Separate Permits at' required for electrical work, SEPA, Shoreline, ESA, utilities, private arid improvements. This permit becomes null and void if wor or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period o f 180 ays after the work as commenced, or if "required inspections have not been requested within 180 days from the last inspection. 1 he eby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordina ces 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. signature of Owner (if owner is builder) Date PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE RESIDENTIAL CONSTRUCTION RW PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T•\Policies \1102.15R [1/051 PERMIT INSPECTION RECORD CALL `417 -4807 FOR UTILITY INSPECT[ONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, A. 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 YES 1 NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION RW PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING COMMENTS CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 07 00001174 Date 12/18/07 Application pin number 781532 Special Notes and Comments 2) Pits and below grade work areas shall be constructed in accordance with the International Building Code 3) Pits and below grade work areas shall be provided with two means of egress A fixed ladder is permitted as a second means of egress 4) Where Class I liquids or LP gas are stored or used within a building having a basement or pit wherein flammable vapors could accumulate the basement or pit shall be provided with mechanical ventilation in accordance with the International Mechanical Code at a minimum rate of 1 5 cubic feet per minute per square foot (cfm /ft 2 to prevent the accumulation of flammable vapors 5) At least two 2A 20BC fire extinguishers shall be provided one shall be located inside the pit if a pit is provided 6) Cleaning of parts shall be conducted in listed and approved parts cleaning machines 7) Waste oil, motor oil and other Class IIIB liquid "s sha1 be stored in approved tanks or containers whiCil are allowed: to be stored and dispensed from inside repair garages 8) Tanks storing Class IIIB liquids in repair ,garages -are. allowed to be located at below or a bove ,grade provided that adequate drainage or containment is provided 9) Garage floor drains where provided shall drain to approved oil separators or traps discharging to a sewer in accordance with the International Plumbing Code Contents of 'oil separators traps and floor drainage systems shall be collected at sufficiently frequent intervals and removed from the premises to prevent oil from being carried into the sewers 10) Crankcase drainings and liquids shall not be dumped into sewers streams or on the ground but shall be stored in approved tanks or containers until removed from the premises 11) Self closing metal cans shall be used for oily waste October 26 2007 11 01 14 AM sroberds The lube service use is similar to a service station and is permitted in the CSD zone No land use issues anticipated with proposal Electrical load calculations and elctrical permits are required Electrical load calculations and.elctrica1 permits are required Supply method of electrical service 6/h or u/g October 18 2007 2 40 56 PM gmclain. November 27 2007 8 26 28 AM 1pangrle Separate Permits are required forelectrical work, SEPA, Shoreline, ESA, utilities, private arid 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 presume to give authority to violate" or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date, Signature of Owner (if owner is builder) Date T•\Policies 1102.15. [1/05] CALL 417 -4807 FOR UTILITY INSPECTIONS. 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 T•\Policies \1102.15R [1/05] PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE INSPECTION TYPE DATE ACCEPTED RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 I BUILDING 417 -4815 PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO YES 1 NO CONSTRUCTION R.W PW ENGINEERING FIRE DEPT I PLANNING DEPT BUILDING COMMENTS r Application Number Application pin number Special Notes and Comments Per Trenia Funston 417 4807 The fire line hot tap must be done by others not the City Construct driveway to City standards Other Fees Fee summary CITY OF PORT ANGELES PUBLIC WORKS. UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 07 00001174 781532 Page 3 Date 12/18/07 SEWER SYSTEM DELV CHARGE 1000 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1230 00 Charged Paid Credited Due Permit Fee Total 1710 00 1710 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 2234 50 2234 50 00 00, Grand Total 3944 50 3944 50 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and veld if work or construction authorized is not commenced within 180 clays, if construction or work is suspended or abandoned for a period of 180 daye 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 presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder)- Date T \Policies \1102.15R [1/051 CALL 417 -4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL J0 COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEF' PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION R. PW/ ENGINEERING 417 -4807 FIRE 417 -4653 417 -4750 BUILDING 417 -4815 I PLANNING DEPT T \Policies \1102.15R [1/05] A PERMIT INSPECTION RECORD YES 1 NO 1 I Y 1 I CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING COM )1 1 TS FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDE /TIAL DATE YES NO COMMERCIAL DATE I ACCEPTED I YES I NO CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 07 00001174 Date 12/18/07 Application pin number 781532 Property Address 4404 FAIRMOUNT AVE ASSESSOR PARCEL NUMBER 06 30 08 5 8 1650 0000 Tenant nbr name 457 5662 MIKE LIBERA Application type description COMM REMODEL Subdivision Name Property Use Property Zoning UNKNOWN Application valuation 30000 Owner Contractor MICHAEL A LIBERA ET AL OWNER 4404 FAIRMONT AVE PORT ANGELES WA 98363'9514 (360) 457 5662 Structure Information 000 000 TENANT IMPROVEMENTS LURE BLDG Construction Type TYPE V NON RATED Occupancy Type BUSINESS OFF /PRO /MED /REST Permit BUILDING PERMIT COMMERCIAL Additional desc TENANT IMPROV LURE BLDG Permit pin number 112953 Permit Fee 468 25 Plan Check Fee 304 36 Issue Date 12/18/07 Valuation 30000 Expiration Date 6/15/08 Qty Unit Charge Per Extension BASE FEE 417 75 5 00 10 1000 THOU BL -25 001 50K (10 0 PER K) 50 50 Permit MECHANICAL PERMIT Additional desc Permit pin number 114348 Permit Fee 82 40 Plan Check Fee 00 Issue Date 12/18/07 Valuation 0 Expiration Date 6/15/08 Qty Unit Charge Per Extension BAS FEE 50 00 3 00 7 2500 ECH ME- ENT FAN 21 75 1 00 10 6500 ECH M OTHER APPL N/R 10 65 Permit PLUMBI G PERMIT Additional desc LAWN ACKFLOW ETC Permit pin number 114 5 Permit Fee 135 00 Plan Check Fee 00 Issue Date 2/18/07 Valuation 0 Expiration Date 6/15/08 Qty Unit Charge Per Extension BASE FEE 50 00 7 00 7 000 ECH PL- EA FIXTURE ON ONE TRAP 49 00 1 00 7.0000 ECH PL- EA INSTALL WATER PIPE 7 00 1 00 00'00 ECH PL- EA LAWN BACKFLOW 7 00 1 00 .5 0000 ECH PL- EA BLDG SEWER 15 00 1 00 7 0000 ECH PL EA WATER HEATER 7 00 Special Not -s and Comments Separa t it W 1 fbrbibdi tii dbrlN,igMT, glPsifNihltar-AFLItilities, private and public improvements This permit becomes null and void if ■ork 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 has 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 presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of t cons ruc t' ion. /7 I /7/e Gd' 1fR,4, ik r (Date' Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is b @er) T Forms/Building Division/Building Permit (10 /01 /07).wpd 0 ,QP 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 FINAL DATE ACCEPTED BY. 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 1 FINAL DATE ACCEPTED BY. COMMERCIAL HOOD DUCTS MANUFACTURED HOMES I FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT 8 s SEPA. PARKING /LIGHTING ESA. LANDSCAPING SHORELINE. I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE I ACCEPTED I YES 1 NO I ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 I T Forms /Building Division/Building Permit (10/01/07).wpd BUILDING PERMIT INSPECTION RECORD YES NO 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT 1 PLANNING DEPT 1 BUILDING I I I I I I I I I I I I I Application Number Application pin number CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 07 00001174 781532 Special Notes and Comments Address numbers shall be a minimum of six inches high and be of contrasting color from the background October 19 2007 9 26 46 AM kdubuc 1) Sources of ignition shall not be located within 18 inches of the floor 2) Pits and below grade work areas shall be constructed in accordance with the International Building Code 3) Pits and below grade work areas shall be provided with two means of egress A fixed ladder is permitted as a second means of egress 4) Where Class I liquids or LP gas are stored or used within a building having a basement or pit wherein flammable vapors could accumulate the basement or pit shall be provided with mechanical ventilation in accordance with the International Mechanical Code at a minimum rate of 1 5 cubic feet per minute per square foot (cfm /ft 2 to prevent the accumulation of flammable vapors 5) At least two 2A 20BC fire extinguishers shall be provided one shall be located inside the pit if a pit is provided 6) Cleaning of parts shall be conducted in listed and approved parts cleaning machines 7) Waste oil motor oil and other Class IIIB liquids shall be stored in approved tanks or containers which are allowed to be stored and dispensed from inside repair garages 8) Tanks storing Class IIIB liquids in repair garages are allowed to be located at below or above grade provided that adequate drainage or containment is provided 9) Garage floor drains where provided shall drain to approved oil separators or traps discharging to a sewer in accordance with the International Plumbing Code Contents of oil separators traps and floor drainage systems shall be collected at sufficiently frequent intervals and removed from the premises to prevent oil from being carried into the sewers 10) Crankcase drainings and liquids shall not be dumped into sewers streams or on the ground but shall be stored in approved tanks or containers until removed from the premises 11) Self closing metal cans shall be used for oily waste October 26 2007 11 01 14 AM sroberds The lube service use is similar to a service station and is permitted in the CSD zone No land use issues anticipated with proposal Electrical load calculations and elctrical permits are Page 2 Date 12/18/07 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 has 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 presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T Forms /Building Division/Building Permit (10 /01 /07).wpd 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 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 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 1 BUILDING 417 -4815 T Forms /Building Division/Building Permit (10 /0I /07).wpd BUILDING PERMIT INSPECTION RECORD DATE ACCEPTED YES I NO 417 -4735 ELECTRICAL LIGHT DEPT COMMENTS 1 FINAL DATE ACCEPTED BY. 1 FINAL DATE ACCEPTED BY. PLANNING DEPT SEPARATE PERMIT N's SEPA. PARKING /LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT 1 PLANNING DEPT 1 BUILDING I I I Application Number Application pin number T.Forms /Building Division/Building Permit (10 /01/07).wpd CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 07 00001174 781532 Special Notes and Comments required Electrical load calculations and elctrical permits are required Supply method of electrical service o/h or u/g October 18 2007 2 40 56 PM gmclain November 27 2007 8 26 28 AM 1pangrle Per Trenia Funston 417 4807 The fire line hot tap must be done by others not the City Construct driveway to City standards Page 3 Date 12/18/07 Other Fees SEWER SYSTEM DELV CHARGE 1000 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1230 00 Fee summary Charged Paid Credited Due Permit Fee Total 685 65 685 65 00 00 Plan Check Total 304 36 304 36 00 00 Other Fee Total 2234 50 2234 50 00 00 Grand Total 3224 51 3224 51 00 00 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 has 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 presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) 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 A1VD ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION KEEI' PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE FOUNDATION- FOOTINGS SHEAR WALLS WALLS MANUFACTURED HOMES FOOTING SLAB V BLOCKING HOLD DOWNS SKIRTING ELECTRICAL LIGHT DEPT. 417 -4735 CONSTRUCTION R.W W/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 1 BUILDING 417 -4815 T Forms/Building Division/Building Permit (10 /01 /07).wpd BUILDING PERMIT INSPECTION RECORD DATE ACCEPTED YES NO FINAL DATE COMMENTS PLANNING DEPT SEPARATE PERMIT SEPA. PARKING /LIGHTING ESA. LANDSCAPING I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT I BUILDING 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 I CEILING FRAMING /I JOISTS GIRDERS I SHEAR WALL/HOLD DOWNS I WALLS ROOF CEILING V DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB I WALL FLOOR CEILING V MECHANICAL HEAT PUMP /FURNACE /DUCTS I GAS LINE WOOD STOVE PELLET CHIMNEY I FINAL DATE ACCEPTED BY. COMMERCIAL HOOD DUCTS ACCEPTED BY. ACCEPTED YES 1 NO I I I I I I I I 26 November 2007 City of Port Angeles Attn Department of Public Works 321 E 5 Street Port Angeles, WA 98362 Subject: Parking and Site Plan for 4404 Fairmount Ave Dear Sir or Madam Enclosed please find two engineering drawings which depict the site plan and the grade of improvements approved back in 1997 by the City of Port Angeles for 4404 Fairmount Avenue These plans have also been revised to show repair to a foundation wall on the north side of the facility, a potential Latte Stand and a retaining wall foundation on the east side of the building To my knowledge these are the only revisions proposed to the original approved plans Mr Libera has requested I submit these to you for approval so that he can obtain a current building permit. He relates to me that this is the only thing holding him up from obtaining a full loan to complete the development on this property and open for business If you have any questions please contact Mr Libera at 460 -4658 concerning the project or me concerning the engineering Thank you for your time with respect to this project. Sincerely' Gene H Unger PE Inc Site plan Grading plan 95071LPA iii -C�� 1 Gene H.Unger 1 Engineering, Inc. Civil Structural Management 1401 West 7th Street Port Angeles, Washington 98363 Office (360) 452 -2098 Fax (360) 417 -2098 E -mail. ungerpe @msn.com N Columner Juniper or Port Orford Cedars. 4' perforated ABS foundation drain pipe 500 Gal, Propane Tank. Underground power to here Rhododendron Flowering Cherry Tree Notes' Property to North Resident Zone Existing Cyclone Fence to remain. Existing 18' Fir Tree Existing Vegetation Exist In Fence o be removed, Flowering Plum Trees plus other plants, Floor Drain 25' 20' Proposed 6' Solid Cedar Fence 5' j On property tine 9. Ile c itts $•-t 0 at itortcrtion Duffer Gross ti Benuty Bark 0 0 0 0 0 CD °I o 0, Vi -C X cl 0 Li 20' 36 0 Orj9 L T" Parking I Asphalt Pavement 1— PfrkIng 1 4. Lubrication ----4- m Building r-1 ......727-71 -41 L L '1 .1 .1 t 1 i Parking 64 ..,,,j 9 9 x C- 5 x Oil Water Separator I—I Parking Parking Asphalt Pavement o 103.86 6 +-I Parcel No 06-30-08-581650 Area 13,494 sq, ft, or 0297 Acres Proposed Building ground floor 36' x 64' 2304 sq. ft. second floor 36' x 14' 504 sq, ft Total floor area 2808 sq. ft Zoning! CSD (Community Shopping District) Parking! 3 spaces plus one per bay Providing Eleven (11) 4314 Fairmount, Ave Proposed 6 Solid Cedar !Fence Existing 20' fir tree op Property L Zi75` Existing Virjetation 0 o 0 0 0 0 P 0 o 0 I A, 2C' C 0 1 ,-Flowering Cherry Tree Roses Ground cover Junipers. 6' Standard City Walkway Behind cityl Standard Curb, 6 thick alf drive drops, Type I Cltch basin Sewer Lin C -Water Sertvice SerVice For Fire Sprinkler System. (1) (1) 5/81 sub, service for building (meter) (1) 5/8 sub ervice for landscaping City to t p existing tine -Juniper high 2' wide by 4 deep excavation. Instaltj perforated drain at bottom and tight tin above for clown spouts route to catch basin at ditch tine Backfill with drain rock, 6 Inch concrete over for driveway D (D U.? --Pavement Ta0er Both Ends, 1 Rhododendron (•typ.> fo.mciat,on or retaining watt. Tetepirne 1 Power Pole Fire 41ydrant. -2'x8' sidn within 30' of ground, 100' froip residential property 12' Culvert Pipe -10 Cu.Yd. Gravel Dr __,—Type I each Basin ,--Connect to existing driveway ctilvert --5' gravel sid walk taper both 4nds, 1 1 1 1 -Ground Cover Juniper •z Ve-0 i d 7 EXPIRES. 3/17/ Revisions! kr0/97 Duffers Au/97 road tatfer: drabaga Mi. 07 CO o co (1.1 1/4 c, I(t) L. (I) \O C Z c (9 c L CL (Y) 0 tt co c d 3 a l 0 E Tu L S2 c 71 i C25 o_ 0, C Scale! 1'=20' Job! 95071sD5 Date! Oct 2007 Sheet °f 2,' r 1 Elevaflon Pit Floor Etevi-E03.37-44T --I f l _J ->-;J r Grave it walk 4rnslIjn, 1 1 r 1 I 1 1 T 1 I" 7 7 7 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 Elevation FInlecl Flopr J L .1..Dplue- T-hroLisitiatt Lub So-yz- Etev 411.37 f i 1 1 1 1 r r i 1 T r 1 1 1 I 1 1- --I 1 1 1 L .1. J L 1 a- 1 r T 71 1 3 0 r ..L J L 1 1 I 1 r T 1 _-r 1 ...1.--- 1 I 1 1 -1 I 1 —lc.. 1 1 i —a a— CD CD CD CD ai 'q OLi CU OJ Station Notei Vertical exageration 1011 Assumed Devotion 202,00 Centerline of Fairmount at South Property Line L 7 1 r 1 -4 1 1 1 1 Centerillne Fairmount 1 1 Top! of Curb L 0.1' tove CinterlInk 1 1 1 1 _I--- Etev 206 00 .4.-- 1 1 1 L 1 1 L I 1 I 1 I 011 1 1 1 Etev 204 00 0.$ I !Bottom' of f of cgrb, 1 0 1 1 4w cen ertIne L--- 1 L i 1 J L 1 _I 1 L 1 L Elev 202 00 1 I I 1 I Li 1 r T 1 r T 1 Or 7 ZI 1 1 I 1 I I 1 1 n r- 1 1 1 1 1. r 7 1 r T 1 1 1 Ave 1 1 1 Proftle Botto Flow :Line of :Culverl. L. q) CO CD OL1 RJ (Y) Profile r T 1 1 1 L J. r 1 c cu CO r r 1 r T 1 r Grqvet W04 Trn4tlon r Etev 212 00 L L Etev 210 00 Etev 208 00 Elev 200 00 CD Y Y (Y) Ate EXPIRES. 3/17/ 1 7 Revisions' 2 O -P L 0 c L CI_ ,Y t o 6 Scale 1'=20' Job' 95071sD5 Date' Oct 2007 Sheet of 2/ City of Port Angeles Building Department Plan review requirements Mike Libera 4404 Fairmount Ave Oil and lube facility 406.6.5 Heating equipment. Heating equipment shall be installed in accordance with the International Mechanical Code. 406.6 Repair garages. 406.6.1 General. Repair garages shall be constructed in accordance with the International Fire Code and this section. This occupancy shall not include motor fuel- dispensing facilities, as regulated in Section 406.5 406.6.2 Mixed uses. Mixed uses shall be allowed in the same building as a repair garage subject to the provisions of Section 508.3 (508.3) 2 hr separation if not sprinkler and 1 hr if sprinkler Unless the below items apply b. Occupancy separation need not he provided for storage areas within Groups B and M if the: 1 Area is Tess than 10 percent of the floor area, 2. Area is equipped with an automatic fire extinguishing system and is less than 3,000 square feet; or 3. Area is Tess than 1,000 square feet. 406.6.3 Ventilation. Repair garages shall be mechanically ventilated in accordance with the International Mechanical Code. The ventilation system shall be controlled at the entrance to the garage. For the pit area. 404.2 Minimum ventilation. Automatic operation of the system shall not reduce the ventilation rate below 0 05 cfm per square foot (0 00025 m3 /s .m2) of the floor area and the system shall be capable of producing a ventilation rate of 1.5 cfm per square foot (0 0076m3/s m2) of floor area. 904.5 Location of vent terminal. An open vent terminal from a drainage system shall not be located directly beneath any door openable window or other air intake opening of the building or of an adjacent building, and any such vent terminal shall not be within 10 feet (3048 mm) horizontally of such an opening unless it is at least 2 feet (610 mm) above the top of such opening 401 41 Intake openings. Mechanical and gravity outdoor air intake openings shall be located a minimum of 10 feet (3048 mm) horizontally from any hazardous or noxious contaminant source, such as vents chimneys, plumbing vents, streets, alleys, parking lots and loading docks, exce as otherwise specified in this code Where a source of contaminant is located within 10 feet (3048 mm) horizontally of an intake opening, such opening shall be located a minimum of 2 feet (610 mm) below the contaminant source. SECTION 304 MECHANICAL VENTILATION CRITERIA AND MINIMUM VENTILATION PERFORMANCE FOR ALL OTHER OCCUPANCIES NOT COVERED IN SECTIONS 302 AND 303. 304 1 Ventilation The minimum requirements for operable area to provide natural ventilation are specified in the International Building Code (IBC) as adopted by the state of Washington Where a mechanical ventilation system is installed the mechanical ventilation system shall be capable of supplying ventilation air to each zone with the minimum outdoor air quantities specified in Table 3 -4 EXCEPTION: Where occupancy density is known and documented in the plans, the outside air rate may be based on the design occupant density Under no circumstance shall the occupancies used result in outside air less than one -half that resulting from application of Table 3 -4 estimated maximum occupancy values. The outdoor air shall be ducted in a fully enclosed path directly to every air handling unit in each zone not provided with sufficient operable area for natural ventilation EXCEPTION: Ducts may terminate within 12 inches of the intake to an HVAC unit provided they are physically fastened so that the outside air duct is directed into the unit intake. In all parking garages other than open parking garages as defined in IBC Section 406 3 used for storing or handling of automobiles operating under their own power and on all loading platforms in bus terminals ventilation shall be provided at 1 50 cfm per square foot of gross floor area. The building official may approve an alternate ventilation system designed to exhaust a minimum 14 000 cfm for each operating vehicle Such system shall be based on the anticipated instantaneous movement rate of vehicles but not less than 2 5% (or one vehicle) of the garage capacity Automatic carbon monoxide sensing systems may be submitted for approval In all buildings used for the repair of automobiles, each repair stall shall be equipped with an exhaust extension duct, extending to the outside of the building which if over 10 feet in length, shall mechanically exhaust 300 cfm Connecting offices and waiting rooms shall be supplied with conditioned air under positive pressure. Combustion air requirements shall conform to the requirements of Chapter 7 of the International Mechanical Code (IMC) Mechanical refrigerating equipment and rooms storing refrigerates shall conform to the requirements of Chapter 11 of the IMC 5 Distribution among people must consider worker location and concentration of running engine; stands where engines are run must incorporate systems for positive engine exhaust withdrawal. Contaminant sensors may be used to control ventilation. 2 Provide signage at ADA spaces. SIGNAGE 1110.1 Signs. Required accessible elements shall be identified by the International Symbol of Accessibility at the following locations. 1 Accessible parking spaces required by Section 1106.1 except where the total number of parking spaces provided is four or less. Applicant or Agent Owner same P eX ?home, eo..11 with Io(z(4S 1 M ike l— No Ptvr -6 bnj chaxles H (I brims us k15 vel1 +t(c&f, pkkil BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES e r L rcY►e Attn: Building Permit Technician Q 0 K� 321 E. Fifth St. Port Angeles, WA 98362 1 (360) 417 -4815 fax (360) 417 -4711 "6 P C %i 4 Cindy Mike Libera .c� Owner's Address 316 Power Plant Road, Port Angeles, 6'11a Contractor /Engineer Gene Unger, Engineer Contractor /Engineer's Address License PROJECT ADDRESS 11n1 Fai mount Avenge_ Parcel Number No. 063008581650 -0000 project Tvpe Brief Description: Check all that apply New Construction Addition Remodel Repair Re -roof Demolition Sign Heat System Other �o Residential za Commercial Multi- family Industrial TENANT IMPROVEMENTS consisting of framed wall (partili finish it c rk and fixtures (plumbing and_electrical), concrete Dad poured for 1 „approach. to level floor inside shop and a concrete apron poured for exit (as per engineered design). E eerts designs ^is attached hereto Pt: made a part, of this appijcation. Also parking lot will b 11 hl a rkt.nmperl wall- mounted projecting freestanding awning other Total sign area sq. ft. Maximum allowed sign area sq. ft. Heat pump wood buming stove gas fireplace pellet stove other Floor Areas Existing (so ft) proposed (so. ft) Basement 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Total footprint of structures sq. ft. Lot size Max. height of proposed structures Will a lawn sprinkler system be installed? WII a fire sprinkler system be installed? ft. t\0,-)s. (Y1a3,kI 10 /z6/ 0 Phone Phone 98 363 Phone Expires Occupancy group Occupant load Construction type Port Angeles. Wa. 98 ;62 I have read and completed this application and know it to be true and correct. I am authoriz understand that it is my responsibility to determine what permits are required, an projects. Print Name Mike Libera Sign re Web Version 10-01 -07 Lot Zoning CSD per sq. ft. of bedrooms of full baths of half baths For City Use Only Date Received in CA Permit b` t te Approved 9-7 Di rhor►r. Nt) 452 -2O9 TOTAL VALUATION SO, 0 O O 00 sq. ft. Lot coverage to apply for this permit and its prior to working on &5S 1 1& (10/5/2007)Sue Roberds Re Conforming Use Letter I hope this information is helpful to you From Sue Roberds To Shane O'Connell Subject: Re. Conforming Use Letter Dear Mr O'Connell The structure that currently exists at 4404 Fairmont Avenue, Port Angeles Washington is located in the City's Community Shopping District (CSD) The known proposal at this date is to complete the structure to house a lube center which is likened to a service station that is currently a permitted activity in the CSD zone under Section17.22 040(X) of the Port Angeles Municipal Code The structure has been in an incomplete state for some years The property owner has been informed of the need to have the site reviewed and approved by an engineer prior to work continuing or being approved by the City at this date Sincerely Sue Roberds Planning Manager City of Port Angeles, WA (360) 417 -4750 'Shane O'Connell' <soawadotcaoital.com> 10/5/2007 2 59 PM To Whom It May Concern Jim Lierly of the Permitting Department said I needed to contact the Planning Department on getting a written letter or email that states the property and project at 4404 Fairmount Ave Port Angeles, WA, Tax ID #0630085816500000 is currently conforming to its zoning codes and is aloud to proceed with finishing the project. If you have any questions or concerns please contact me at this email or by phone at 206 362 4444 ext 14 Thank you, Shane Shane O'Connell WADOT Capital Inc. <htto. /www.wadotcanital.com www.wadotcaoital.com 13751 Lake City Way NE 0 5 October 2007 Mike Libera 316 Power Plant Road Port Angeles WA 98363 Dear Mr Libera Subject: Inspection of Lubrication Building at 4404 Fairmont Ave Civil Structural Management 1401 West 7th Street Port Angeles, Washington 98363 Office (360) 452 2098 Fax (360) 417 -2098 E mail. ungerpe @olypen.com I conducted an inspection of the foundation wall at 4404 Fairmont Avenue in Port Angeles last week. I found the wall to have several cracks in it that were not there when I designed the project back in 1995 through 1997 This north foundation wall is only holding back soil in that the floor system is separately supported by the steel structure underneath That structure is designed for fully loaded .trucks that would be legal on the state highways The wall failure shows all the evidence of soil pressure pushing the wall in and cracking the wall in triangular shapes appropriate to that loading You stated that you used native material for the backfill and you placed the foundation drain before backfill The solution to this problem can take several forms The most complete would be to remove the cracked wall and construct a new one with larger footing and reinforcement to withstand the soil pressure This solution would be structurally sound but would not address the drainage issue presented by the native backfill of the wall The backfill could then be replaced with free draining material after installing perforated foundation drain pipe and tight line down spout drain pipe Then a six inch concrete apron is poured over the excavation and at least one foot onto native soil This apron will reduce the load on the soil by spreading it out and act as a bridge The drain lines can be connected together once they are at least 10 feet from the foundation and routed to the catch basin at the roadside ditch of Fairmont Avenue A second possible solution would be to construct a concrete block wall just outside the existing wall as was done with other walls in the original design of this remodel This allows the existing foundation to stay in place and adds structural capacity on the outside to handle any additional loads This solution would need the same backfill system and apron as the first solution A less expensive but still appropriate solution would be to remove between four and five feet of backfill against the wall for at least two feet wide This would remove about 80% of the soil pressure causing the problem The wall trench bottom and in slope is then covered in filter fabric. Then two piping systems are installed One of perforated pipe placed on the filter fabric and one tight line pipe to carry the down spout water The area is backfilled with drain rock, and the filter fabric wra'5ped over the top Then a six inch concrete apron is poured over the excavation and at least one foot onto native soil 95071 Insp 1 This aprOnwill reduce the :load. on the soil by spreading it Out and.,act as a -bridge The drain 'lines can be connected together once they are at least 10 feet from the foundation and routed to the catch basin at.the roadside ditch- of fairmontrAvenue With either of thesejtiodifications it is, expected thatthe waiWill not move anymore The cracks may be filled with a grout and monitored for further movement if the.laSt: method is used The attached revised site plan shows where this work should take ,place The conclusions and recommendations coritainedin this report are based on site conditions as they existed at the time of MY visit and inspection A visual inspection was made the configuration-Waoanalyzed and contlUsiOnswete-draWn from this information If the cOnditions further in any way or if changes to the site occur, .d ifferprit-opnclUsicin can be anticipated .1 should be advised of changes so .thatl can revieVytheSe -conditions and;reconsider further retoMeneridatiOns ThiS.Tep.OrtlhaS ,been.preparedfOr the.excluSiye. Libera and 'hiS interest :in the structure at 4404 Fairmont Avenue The recommendations and conclusions are based on the site rn on previous experience with buildings with similar observed conditions The conclusions and recommendations -are professional' Opinions derived in accordance with current standards of practice within the limited scope 'Of:my services No warranty is eXpressecl.OriMPlied Thank you fOrusing -Gene Unger Engineering INC onthiS project Sincerely, Gene H :U ngeri PE Inc. Engineering Photographs artrinso 2 1.44T r-49 c5 /e9 '404 4D G: 1 4 dstof1ctcsohition forea .95071PA2DOC Gene H nger, PE mcI, ",Revtaedl& New Drawings t •7' gO Of, 10 g ,1 tinda.:Childers, BOildin4 C..ity por(NigeleS-, 4 Subject 4404 .FairtnOu. rit:•AVe .v 4C, 1F t 1 Pr A .7,714C /4/:// anggeme.n4 -1 =.140:1. Wat:70,7 PoitAinkit,g, 44(4shivo30. Unite. Si Faxi..(360)452=00.98. bear Ms Childers, Enclosed, please find revised drawin lot the proposed 10660 Pr1 la-bpdOcatOlkat 4404 Fairmount Ave have gone over the 'addttiOhat comments e presented arious oty,publi4:wprA§ department 9 n ih e: plans and have rnade *.MOving.l.the, t orInfiltratloryOhathfie(pftthe:'c4R'ight-OCVV4 •Taperirigilh&aaPhalt paVethehtlohirtheert&bf the sideviialktadk:ciatd>the 4t-` olievethj* anSWert,-.all-the .0i4eStIonkbrOUglit forIfrbylheff teVievtilbf this project- iPteaSelet ahy ioeettegClJetOtethe'Verrnit-t.-hlaybetOkied. 7 9 i•j: ‘0. Sincerely,. 4Nr al hdve added a-tecond'page Which_ depicts !the: grade of F6Iniiotif* 7 'Cetitellift,t0p.;ofturia cprb arld.the', dltotvOr flow lineof ;culvert -4.: 41yhaVealao.shOWn. thettanaitiOni-fi7oftttelaideviialk.tO .shoulder— -.1, v ir 0 44— t• 3 Applicant and/or Agent: Bill Rinehart Owner Mike Libera Mini Luke Architect/Engineer Gee H t iger FZ Contractor ()Kier PROJECT ADDRESS: Faltma zit Ave TYPE OF WORK: O Residential New Constr O Multi- family Addition O Commercial 0 Remodel 0 Repair BRIEF DESCRIPTION OF THE PROJECT' BUILiDING PERMIT PP EAPPLICATION The Building Permit Prcapplication must be filled out completely Please type or print in ink. If you have any questions, please tall 457 -0411 Ext. 125 License 4 4f 7_ LEGAL DESCRIPTION: Lot:J aj 4— Block: Z I Reroof Move O Demolition Sign Woodstove O Garage Deck iubrlcaticn Center PLANNING USE ONLY Permits Requir 1: Max Height: Setbacks: Site Plan and Use Approved by ESA/Wetland(s): 0 Yes 0 No SEPA Checklist required? Ycs No Par:C:tnATP1WPWEEPERS ILDAPP.FRMf Applicant. SIZE/VALUATION. Z '36.4- SF S /SF SF S /SF =S SF S /SF S TOTAL VALUATION Notes: Zoning: Date: Other Iii 1! Rinehart Agent APPROVALS: PLAN BLDG DPW FIRE OTHER FOR OFFICIAL USE ONLY Per Rea. Permit c Pre• Carrplete? Date Ay H �vd: Phone 452 -2132 Phone: 452-3303 Phone: 452-2098 Phone. ZONING Subdivision: PE/4 VAX.) A ?Ai COMMERCIAL/RESIDENTIAL: Occupancy Group: S-4 B1 Occupant Load: Construction Type: No. of Stories: 2 Lot Size: 11502 Lot Coverage: Existing Lot Coverage50 0 /sq. R. Proposed Lot Coverage: 2.304 /sq. ft. TOTAL LOT COVERAGE. Z t E'er /sq.ft PREAPPLICATTON SUBMITTAL: Your application and site plan must be filled out completely to be accepted for review. The Building Division can provide you with more detailed information on the application and plan submittal requirements. BUILDING PERMIT APPLICATION SUBMITTAL. Your completed application, site plan (for additions) and building construction plans arc to be submitted to the Building Division. Any addition larger than 500 sq. ft, will need a Prcapplication Review VALUATION OF CONSTRUCTION: In all caves, 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 457 -0411 ext. 125 for assistance. PLAN CHECK FEE. Your plan check fee is due at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, this application will expire by limitations. The Building Official can extend the time for action by the applicant up to 180 days, on written requcc by the applicant (see Section 304(d) of the Uniform Building Code, current edition). _No application can -be extended-more-than once. I hereby certify that 1 hate read and examined this application and know the same to be true and corr?ct, and 1 am authorized to apply forl this permit. 1 understand 't is not the Citv's legal responsibility to determine what pernite are required: it remains the appilcant'i i responsibility to determine what permits are required and to obtain suds. Date: 07/04/97 te. rw.t to2:o3l}evs.trSIMv ?Q0 0 xn 11 H 0 H H 0 4-. O d lit H C H L F C zo P:o O to 0S 7 Job wired by iectricai Contractor Owner Electrical contractor name License number Date Expires X iZt-CGI S1 1 32 Purchaser's mailing add State Z,IP 1 l� A... g5Z City Telephony number FAX number 'Premises owner's name �l L Address of inspection U Lt U `t k vv City p A- Phone number to schedule inspection Inspection Area, Building or Equipment Inspected Date Ra,KarT riz_ 61 15 D7--I ELECTRICAL WORK PERNIITAPPLICTION N'InstalIati ascr iption ommercial Residential New 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. 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. /Signatureeo owner a ev1rical contractor or electrical administrator Expiration Date Date H o f card Cash Check Credit Card Visa Card Altered/Addition a,2 RECEIVE �VIHY Z. 1 Z008 LIGHT DEPT Electrical Load Additions and or subtractions NO LOAD CHANGES Baseboard KW Voltage Furnace KW Overhead Service Phase 1 3 He ump Ton LAR Temp Service Service Size: an -Wall q KW Underground Service Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7.00 AM 360 417 -4735 ROUGH -IN 7 THERMOSTAT SERVICE Date Approved By Date Appr ed By Date FINAL DITCH Date Appr ed By J Date Appr ed By Date Inspection fee C$ g 1 Service Information Appro ed By FEEDER Approved By Action Taken 947 Discover Electrical Inspector EiO'fl� DATE PERMIT OW NER/CONTRACTOR ELECTRICAL INSPECTION WIRING REPORT 417 -4735 -T2ti SV_I -7_1} ADDRESS INSPECTOR APPROVED NOT APPROVED DITCH ROUGH IN /COVER SERVICE FINAL CORRECTIONS NEEDED MAI L ?Li TFie, Toni' FiteiZ 4GO .thglikr44Z- Seel. At fZ vW6 QT NI fr m' 1 n1 4 C F1 tF...4 GP C, i t- 2 1rL vr_At"1EXC Pi-1 t` 'LILT 2 CAL- c J tV t'.T W_ i✓'i nt t S V fi T i t NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE OLYMPIC PRINTERS, INC. (360) 452 -1381 Application Number 08 00000639 Application pin number 855953 Property Address 4404 FAIRMOUNT AVE ASSESSOR PARCEL NUMBER 06 30 08 5 '8 1650 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning UNKNOWN Application valuation 0 Application desc New circuits Owner Contractor LIBERA ET AL MICHAEL A 4404 FAIRMONT AVE PORT ANGELES WA 983639514 Fee summary Permit Fee Total Plan Check Total Grand Total ELECTRIC SERVICE 82 DRAPER RD PORT ANGELES (360) 452 6424 Charged Paid Credited 91 00 91 00 00 00 00 00 91 00 91 00 00 Date 5/29/08 WA 98362 Permit ELECTRICAL NEW COMMERICAL Additional desc Permit pin number 127399 Permit Fee 91 00 Plan Check Fee 00 Issue Date 5/29/08 Valuation 0 Expiration Date 11/25/08 Qty Unit Charge Per Extension 1 00 91 0000 ECH EL COM 101 200 NEW SRV FEEDER 91 00 Due 00 00 00 ELECTRICAL TS INSPECTOR E DATE RESULTS DITCH SERVICE &Not ROUGH IN FINAL 'COMMENTS: •g.otero sow FLeatrizaL City of Port Angeles 321 East Fifth Street Port Angeles, WA 98362 Attn: Electrical Inspector Trent I I B I C E I D 1 G 1 H 1 1 1 J K L RE. Mike Libera Commercial Building Load Calculations Physical Location: 4404 Fairmont Avenue 3600 Square Foot Building (120/240 Single Phase) r ;,(;)ty lboatibri 01 1000 Sq Ft Office Building 01 800 Sq. Ft. Storage Area 01 1800 Sq Ft Commertial Garage 02 1200 VA Sign Circuitb r Z 06 1,20 V Dedicated Cirduits I 50 GNeral Purpose ReteptaNes 1 01 500NA Hot Water Tank 06 Fixed .1@ctric Heat I 01 8000 VA'Ejectric Rarige 02 5 HP Comacssor Mdtors 240V 02 1 HP Pump *tors 240 V 01 400 Sq Ft Con Outbuilding Total VA Total Amps Submitted by Chace Botero q- 04Rers" Rob J Botero and Dearin. Bot ro CC City of Po Angeles I 1 1000 x 3.5 VA 6300 VA V 800 x .25 VA 200 VA 1800 x .5 VA 900 VA 1200 x 2 2400 VA 1 20A x 120 Vx 6= 14400 50 x 180 VA 9000 VA 2250 x 6 13500 VA 28A x 240V 6720 x 2 10A x 120V x 2 =2400 VA 400x 5 VA 200 VA 71740 VA 240 V 298 AMD Monday January 14 2008 940 Tamarack Lane, Port Angeles, Washington 98362 PH/FAX. 360-452-4082 'Tbtgls 3500 VA 200 VA 900 VA 2400 VA 14400 VA 9000 VA 5000 VA 13500 VA 8000 VA 13440 VA 1200 VA 200 VA 71740 VA ELECTRICAL PERMIT AND INSPECTION RECORD CITY OF PORT ANGELES 360 -417 -4735 Application Number 07 00001180 Application pin number 065240 Property Address 4404 FAIRMOUNT AVE ASSESSOR PARCEL NUMBER 06 30 08 5 8 1650 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning UNKNOWN Application valuation 0 Owner Contractor LIBERA ET AL MICHAEL A 4404 FAIRMONT AVE PORT ANGELES WA 983639514 OWNER Date 10/24/07 Permit ELECTRICAL NEW COMMERICAL Additional desc OWNER/ COMMERICAL SHOP Permit pin number 113100 Permit Fee 91 00 Plan Check Fee 00 Issue Date 10/24/07 Valuation 0 Expiration Date 4/21/08 Qty Unit Charge Per Extension 1 00 91 0000 ECH EL COM 101 200 NEW SRV FEEDER 91 00 Permit ELECTRICAL NEW RESIDENTIAL Additional desc OWNER/ RES UPSTAIRS Permit pin number 113092 Permit Fee 69 00 Plan Check Fee 00 Issue Date 10/24/07 Valuation 0 Expiration Date 4/21/08 Qty Unit Charge Per Extension 1 00 69 0000 ECH EL R SQFT FIRST 1300 69 00 Fee summary Charged Paid Credited Due Permit Fee Total 160 00 160 00 00 00 Plan Check Total 00 00 00 00 Grand Total 160 00 160 00 00 00 INSPECTION ELECTRICAL TYPE DATE RESULTS IN: SPECTOR DITCH SERVICE ROUGH IN F11 AL peg. 44 vo 3o 08 6 D 7 6 c/6., COMMENTS Pettn4 ,T 5 6,3? Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner Contractor LIBERA ET AL MICHAEL A 4404 FAIRMONT AVE PORT ANGELES Other Fees Fee summary CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 WA 983639514 06 00000241 231409 4404 FAIRMOUNT AVE 06 30 08 5 8 1650 0000 MIKE LIBERA SIDING UNKNOWN 8000 OWNER Permit BUILDING PERMIT NO PR FEE Additional desc Permit pin number 72868 Permit Fee 179 75 Plan Check Fee 00 Issue Date 3/14/06 Valuation 8000 Expiration Date 9/10/06 Qty Unit Charge Per BASE FEE 6 00 14 0000 THOU BL -2001 25K (14 PER K) STATE SURCHARGE Charged Paid Credited Permit Fee Total 179 75 179 75 00 Plan Check Total 00 00 00 Other Fee Total 4 50 4 50 00 Grand Total 184 25 184 25 00 T•\Policies \1102_15 building permit inspection record05.wpd [1/4/2005) Signature of Contractor or Authorized Agent Date Date 3/14/06 Extension 95 75 84 00 4 50 Due 00 00 00 00 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 presume to give authority to violate or cancel the provisions of any state or I• al law regulating construction or the performance of construction. 140 yea Signature of Owner (if owner is builder) Date y FOUNDATION: FOOTINGS 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 CONSTRUCTION RW PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I I BUILDING 417 -4815 T•\Policies \1102_15 building permit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD 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 YES NO FINAL FINAL SEPA. ESA. SHORELINE. DATE ACCEPTED BY. 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 1/4k I F t_ Applicant or Agent: ---7 Owner sl y a Phone: 5i to 2_ Address. 3/ 6 a ail /e r 1 City 6 s Zip q C Architect/Engineer Contractor Address: r Zip PROJECT ADDRESS �L�l'(t J t A. O G C. LEGAL DESCRIPTION Lot: 5 Block: 4 Subdivision. ft CLALLAM COUNTY PARCEL NUMBER. 0 0( S 21 (d 5 A d7ir T•\FORMS\BldgPermitform.wpd Applicant: BUILDING PERMIT APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 q-nor State License Phone: Exp Phone: Phone: No of Stories. Lot Size: Existing Sq Ft. Total lot coverage PLANNING USE ONLY ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other TYPE OF WORK. SIZE/VALUATION Residential ew Constr Re -roof Stove SF /SF Multi- family Addition Move Garage SF /SF Commercial Remodel Demohtion Deck SF /SF Repair Sign Other TOTAL VALUATI N e"ie BRIEF DESCRIPTION OF THE PRO CT ll Ple141 (s2 v it e f o -1 V117;/ se__.. at 7 I y� c) �Ye547 Vii; /1.� _PO ca c �'o Y a ;Of, b/-9-4 ,vii G 7 v...., Ali- p COMMERCIAL/RESIDENTIAL. Occupancy Group Occupant Load. Construction Type: Date: v 0 FOR OFFICIAL 1 O 4° 54. Date Rec. d Permit 00 -•Z Date Approved, 4, Date Issued: 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 Buildmg 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 buildmg permit application and construction plans are submitted. All other permit fees are due at the time 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. JUL -18 -2004 08 04A FROM ELECTRIC SERVICE 4526424 ELECTRIC SERVICE, INC. 82 DRAPER VALLEY PORT ANGELES, WA 98362 JOB MIKE LIBRA 4404 FAIRMOUNT ATTN TRENT LOAD CALCULATIONS FOR ABOVE ADDRESS AIR COMPRESSOR DRYER WATER HEATER RANGE HEAT SHED 4 OUTLETS LIGHTING 250 SQ FT LIGHTING 2200 SQ FT OUTLETS 38 *180 TOTAL LOAD 43,990 240 VOLTD ART RUUD Z --if.1 9 5 HP TO 4174711 P2/2 6120 4500 3500 8000 3000 720 750 6600 6800 183.29 AMPS ,jro~'~ "~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ,21 EAST 5TH STREET, PORT ANGELES, WA 98362 ELECTRIC~L PERMIT Issued: 9/08/97 Permit No: 6046 OWNER/APPLICANT------------------------PROPERTY LOCATION------------------------ MIKE ~IBERA 4404 FAIRMOUNT 314 W ,sTH ST Lot: VC ST S39.25'LTS3&4BLK 16 Port A;ngeles, WA 98362 Block: 21 Long Legal: 360/452-3303 Sub: PENN PARK N24.25'LTS 1&2 T: S: Pare No: 063008581650 CONTRACTOR-----------------------------DESIGNER--------------------------------- ELECTRIC SERVICE 924 DRAPER RD. PORT A~GELES, WA 98362 360/452-6424 , 000/000-0000 PROJECT lNFO-------------------------------------------------------------------- prj ~ype: TEMPORARY SVC. prj Value: $0.00 Occ ~ype: Cnstr Type: Occ Grp: Occ Load: Land Use: CSD ~lectr:ical Heat Service Type Baseboard KW: 0 Riser Voltage: 0 Furnace KW: 0 X Overhead Service Diameter: -1 -3 Heiat Pump KW: 0 Underground Service Service Size: 0 AMPS Fan/Wall KW: 0 X Temp Service Feeder Size: 0 AMPS PROJECT iNOTES------------------------------------------------------------------- PROJECT !fEES ASSESSMENT--------------------------------------------------------- Service: $0.00 Additional Feeders: $0.00 Circuit Wiring: $0.00 Temp Service: $36.00 $0.00 Misc TOTAL FEE: Amount Paid: $36.00 $36.00 ====~====~======================= TOTAL FEE: $36.00 Balance Due: $0.00 COW,illiNTS/ACTION NEEDED ELECTRICAL PERMIT INSPECTION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPK DATE ACCEPTED COMMENTS YES I NO DITCH KVUutt-lN f CVV r.~ SFKVII :b. 9/ztlq? FINAl I I I GENERAL COMMENTS: PW-l 102.15 (41961 $~ \IF} CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION :m EAST 5TH STREET. PORT ANGELES. WA 98~('2 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description subdivision Name Property Use property zoning . . . Application valuation 05-00000936 Date 500400 4404 FAIRMOUNT AVE 06-30-08-5-8-1650-0000- ELECTRICAL ONLY 9/26/05 UNKNOWN o Owner Contractor ------------------------ ------------------------ SIMPSON ELECTRIC 243036 W HWY 101 PORT ANGELES (360) 457-9270 WA 98363 LIBERA ET AL MICHAEL A 4404 FAIRMONT AVE PORT ANGELES WA 983639514 ---------------------------------------------------------------------------- permi t . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW COMMERICAL SIMPSONI 200A COMM. 61093 SIMPSON ELECTRIC 95.80 plan Check Fee 9/26/05 Valuation 3/25/06 .00 o ~ ~ ~ ---------------------------------------------------------------------------- Qty unit Charge Per 1.00 95.8000 ECH EL-COM 101-200 NEW SRV FEEDER Extension 95.80 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95.80 95.80 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 95.80 95.80 .00 .00 ~ ~ ~ ~ ~ <- " ~ COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPECTION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPIC110N TYPE DATE ACCItP11tD COMMENTS I YIS NO UH\,;t1 IUlIIHH.:.m / I. IVt<K "'..... .......... ShR V lCh l<1lI.T A l, '-go~Ot:.. I .k~./I GENERAL COMMENTS: PW-ll02.U (4196) , ~ ., ......,.,'_.'1 ~___.:ii<O~" ELECTRICAL WORKPERMlT APPLICATION I, Jub ..ired by , Electrical Contractor DOwner It\staJJllttion description " CODunercial Q Residential .,., New 0 Alteredl A.dditiun ElectriC"l I::ontnctor nanl!: ~ ..,. ~<--l-r,' Purchas "5 O\silin!; addc.:ss fJ-L.{ 3 03 '" JJu.., '11 CHYA U Ot+ A--"j~ -u. 14'l. ct l( '3 Ie.:? 'fdcphoni: \lumbet fAX numbel' If 1 -q 'J.- 7 () ::.rn~j{;.m. L; h ~(L Ad?~~ (~~ln,:;:c~u~- ~ Cuu-- Clly [) 1'1-.", --1- or\- r-> I ':J e. f e-~ pbone number to ~chedule i ~7~~:5' b b~ (JWrlifr en define,' by RCW.J9.28.26/:(1) Uwner will QCX'U.py ".(~ ~'I,.u(.'tur(t for' two yt:.~"$ after rllis dee/rical pennit i.~' finalized. (1) ()wni!r is rr:tfllired to hin: ~tl e/ectricc,J contrac;(u' if a.bove mid property ~ foy .~a/e. r~n' uf' l~a.sf. I\ttcr rC;:ldillS the ubo\l~ st3tcnu::nL IIJerl::by certify that 1 am the owner of lh~ abov~ numl::d property or ,\ licensed eleen'ical conlr.lctor. I !Ull rnakil\S the del:tri"al inlil1ll~ lalion or alteration in' compliance wilh th~ ckctrica) law$, N.E,C., RCW. Chapi':l' 19.28\ WAC. Ch.tptcr 296~46B. Th~ Cily of POrl Angli:l.:s Municipal Code, :md Utility Specifications. uf UWller, elcctric~1 License numb~r Date EXllircs S-el Cn 'S /0' Slale ZIP :;J ~<') t:l-.~ ~5p"" 1')''(1 e./ ~ r',~ rf;40~ o Cash 0 Check # o Credit Card @ ,Mastcrcard Discover Card# __~~_-____.____ trador or e1cdric;a1 admiub:trator ate: '1 21 )DS Expiration Date of card II\Specli.un fee $ 95. 130 Service Information Electrical Load Additions 81 o NO LOAD CHANGES o Baseboard KW a Furnace ,_ KW D Heal Pump Ton 1:1 Fan,Wall _ KW rs tion LAA o Overhead Service o Temp Service p'underground Service CALL BEF'ORE 7'00 AM 360-417-4735 VoltagG Phao.D11:13 Service Size: _~ Feeder Size: ~ ,/' / SAME DAY INSPECTION . . / I ROUGH-IN r THERMOSTAT SERVICE '- OlLl.~ AVl)'l'lv~d 0)' DJIQ A.1I111'.:av~d By '- O;w; ''''''"".'"'1)/ r I / l'EEDER FINAL DITCH lq Lg", J/J...--' '-- V 0 Arl'rovlN.! lh "- OllIe- ^,pplllV~\IIi)' ./ LlD.l>l Approv!7<J tI)' inspcctlon AJ'ea, Building or EqL.1ipmt=nllllspectli:d Aclioll Taken Elecli'iC:lJ Date InSI)ectof 9 /,5' /p~ ok. '//0 t> r .:r f-f . / . . - , . --uJD (l!P-2 !).,--- I / , ~ 10 39\1d JI~lJ3l3 NOSdWIS 0LG5LSl> lG:51 S00G/1G/50 ~~~~ C~_" ..,...... ll._ r=..lI.. ~:=--:~. -... ELECTRICAL WORK PERMIT APPLICATION Job wired by o Electrical Contractor )(Owncr Installation description ~ Commercial D Residential Electrical contractor name License number Date Expires DNew D Altered/Addition Purchaser's maifipg address lD1/: L /) n _ .3 { " r I1/A)n( LJ UevC( KQ; = MAvt~LW LJ~e q SJ3' 3 Telephone nu' ber 0 FAX number d--- +v ;V1S~(j (iJh/-<; nIA~> rndfph {5~c.L fl-Vrtj,;:t t'f/1 sl!lI?/~ r'n I}.)rd(v IlJfLvi.'f/ffYl <;~tu^~-fp fnfr1>~ ~. (so -fYl i ViS}, f(JA~ en bas el11eM-C J prepes owner's name Ire LhfYCt-- Address of inspecti2.n r- T ~ ifLfo 'f !-CUHlIloUJI , 0 C"t1l / ' UTi' ~Ct~}M' II)4 q,r3v3 Phone number to s&edule inslpection: 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 requiredxo hire an electrical contractor if above said property is for sale. rent or lease. "--_ After reading the above statement, I hereby certify that 1 am the owner of the above named property or a licensed electrical contractor. I am making the elcctrical instal- lation or altcration in compliance with the clectrical laws, N.E.C., RCW. Chapler 19.28, WAC. Chapter 296-468, The City of Port Angeles Municipal Code, and Utility Specifications. Signat o Cash ~Check # 1052-- o Credit Card Card # Visa Mastercard Discover _ Date: Electri al Load Additions and or subtractions D NO LOAD CHANGES o Baseboard KW o Furnace KW D Heat Pump Ton LAR D Fan-Wall KW Expiration Date of card Service Information D Overhead Service D Temp Service D Underground Service Voltage PhaseD 1 D3 Service Size: Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 /' ROUGH-IN THERMOSTAT SERVICE Date Approved By Dale Approved By Dale Approved By FINAL DITCH FEEDER "- Dale Approved By "- Date Approved By Date Approved By Inspection Area, Building or Equipment Inspected Action Taken Electrical Date Inspector 1Oll:'''r::'I~ ..... .............. ... ...... OCT 1 0 20 7 LIGHT DEPl . ..4~ <1r:;~1 Il.. n;;;;;;.;;;..J: 1.\~'! "t-~\f" -... Job wired by o Electrical Contractor .~ Owner Electrical contractor name License number Date Expires Purchaser's m~g address 0t -.L 0 3/(", I,Wr- rltU1L-1\& 1m GjTl) ~ State ZIP r6r fS tAl4 q J.3(n3 Telephone numb FAX number 9:i3 (,3- Premises owner's name (vI i 10 Li bpvo. / Address of inspection Wo If r-a fr/4 ()l1nf c~ tit! 'rrrt ~/Y tV ,~ Phone number to hedule IOspectlOn: kve/ q f ~6 ~ Owner as defined by RCW/9.28.26/:{l) OWller will occupy the structure for two years after Ihis electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale. renl 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. tractor or electrical administrator Date: I D Electrical Load Additions and or subtractions o NO LOAD CHANGES o Baseboard KW o Furnace KW o Heat Pump Ton LAR o Fan.Wall KW \: ELECTRICAL WORK PERMIT APPLICATION I Installation description o Commercial )!(ReSidential o New o Altered/Addition -In f; V] is h Ye <" hlf'A-rf,'a.i iJJ1J-. u.rs-f,n'Y:\ (IJi!f ~rf/f/OVI b la Prv f. / et';l.. 1J.}f/ n . /vIPJ1/tfi.-&J 6tU1, h(}1ffY (fic -a- il la.:{f- 5-1f(o) CLVlr/ 6 /xt;;:.p, ~ l' . o Cash ~Check# {053 o Credit Card Visa Mastercard Discover Card # Expiration Date of card ,00 Service Information Voltage Phase 0 1 0 3 Service Size: Feeder Size: o Overhead Service o Temp Service o Underground Service SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 / ROUGH-IN THERMOSTAT / SERVICE "- Date Approved By Dale Approved By "- Dale Approved By /' / FINAL DITCH FEEDER "- Date Approl'edBy / Dale Approved By Dale Approved By Inspection Area, Building or Equipment Inspected Action Taken Electrical Date Inspector 111 t: V I:. I lft:.U OCT 1 0 n07 LIGHT DE PT. o'er I ~ C CONDITIONS o Q Dom' PLANE= DEPARTMINT G DIVISION 01‹.(a PUBLIC w Z oil LIGET DEPARSIONT a a LNG Q POLICE DEPaseT T O ADIEDrISTRATION 0 CITY CLERIC 0 RIS1C SANAGE11221T taw cONSTRUCTION o ADDITION /ALTERATI FROM: PpgLIC WORKS BUILDING DIVISION RE ADDRESS 4- o ESS -t- WIZ/ CONTACT (--;c PRONE: 2 2 o PROJECT DESCRIPTION C PERMIT 1 21 N.J.)/ 11 c f 2 t 4- 4 .t n TILE 26 August, 1997 Linda Childers, Building Permit Coordinator City of Port Angeles Subject 4404 Fairmount Ave Building Permit Sincerely, Gene H Unger, P E Ind Revised New Drawings 95071 PA2.DOC Gene H. UngeY Consulting Engineer Civil Structural Management 1401 West 7th Street Port Angeles, Washington 98363 Office Fax (360) 452 -2098 Dear Ms Childers, Enclosed, please find revised drawings for the proposed lubrication building to be located at 4404 Fairmount Ave I have gone over the additional comments presented by various city Public Works department on the plans and have made changes to reflect a solution for each. These solutions include. •Moving the catch basin or infiltration chamber off the City Right -of -Way 'Tapering the asphalt pavement from the end of the sidewalk back out to the existing pavement on Fairmount •I have added a second page which depicts the grades of Fairmount centerline, top of curb, bottom of curb, and the bottom of ditch or flow line of culvert •I have also shown the transition from the sidewalk to the existing roadside shoulder I believe this answers all the questions brought forth by the Public Works review of this project Please let me know if there is any further information needed before the permit may be issued. /ctkr-c Y RE 26 August, 1997 Linda Childers, Building Permit Coordinator City of Port Angeles Subject 4404 Fairmount Ave Building Permit Dear Ms Childers, Enclosed, please find revised drawings for the proposed lubrication building to be located at 4404 Fairmount Ave I have gone over the additional comments presented by various city Public Works department on the plans and have made changes to reflect a solution for each These solutions include •Moving the catch basin or infiltration chamber off the City Right -of -Way •Tapering the asphalt pavement from the end of the sidewalk back out to the existing pavement on Fairmount •I have added a second page which depicts the grades of Fairmount centerline, top of curb, bottom of curb, and the bottom of ditch or flow line of culvert •I have also shown the transition from the sidewalk to the existing roadside shoulder I believe this answers all the questions brought forth by the Public Works review of this project Please let me know if there is any further information needed before the permit may be issued Sincerely, Gene H Unger, P E incl Revised New Drawings 95071 PA2.DOC Gene H. Unger Consulting Engineer Civil Structural Management 1401 West 7th Street Port Angeles, Washington 98363 Office Fax (360) 452 -2098 NOTES. I PROFILE GRADE TO BE APPROVED BY CITY ENGINEER. 2. ALLEY CENTERLINE TO BE COINCIDENT MTH RIGHT —OF —WAY CENTERLINE. 3. 2 -0 OF 6" CEMENT CONCRETE CLASS 3000 REQUIRED FOR FLAT ALLEYS WITH LESS THAN 2% INVERT GRADE. 4 STRUCTURAL SECTION FOR COMMERCIAL USE ALLEYS SHALL BE 6" CEMENT CONCRETE CLASS 3000 WITH 6" BALLAST 5. ANY DEVIATIONS FROM THESE MINIMUM STANDARDS REQUIRES WRITTEN APPROVAL BY CITY ENGINEER PRIOR TO CONSTRUCTION. 6. HERBICIDE TO BE PLACED UNDER ASPHALT PRIOR TO PAVING NOTES. SIDEWALK 3' I 5 —0" I VAR. MIN I Ii YL✓KY CBTY OF PORT ANGELES PUBLOC WORKS DEPT STANDARD DE T ABLS 2% SLOPE •II��1 lIt I %I� ii l.K.04-411, 1 I If /IL /�111� %�j %�I /�1 /�I /�1,'i %Ii %�j ii� _^.Ii�. mfr St Ir*.r #1*W i�r�`�r�`� 22' -0" (ARTERIAL) 22' —O" (ARTERIAL) 6" 20 -0" (COLLECTOR) I 20 -0" (COLLECTOR) _I l 17' —O" (RESIDENTIAL) I 17 -0" (RESIDENTIAL) SIDEWALK PRQ�7LE GRADE I I SEE NOTES AND /2 1 —0" 6' -0" 2% SLOPE 2% SLR£ _ssaw[ MIN. 7 hi l' hi h' S I S V I' 4 i ,y r i Ti y /A 2' MIN. COMPACTED DEPTH ASPHALT CONCRETE (CLASS 3000) 2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE B" MIN. COMPACTED DEPTH BALLAST CITY STANDARD CEMENT CONCRETE CURB et GUTTER AND SIDEWALKS i APPRCV BY TY LNG \E. R,/ =iLE ‘AM B. ST DWG 10' -0 DATE 06/09/92 REVISED 8/23/95 I 10' -0 PROFILE GRADE NOT 3 SEE NOTES /I AND /2 2% SLOPE 1f 2 MIN. COMPACTED DEPTH ASPHALT CONCRETE (SEE NOTE 4] 2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE (SEE NOTE 4] B M IN. COMPACTED DEPTH BALLAST (SEE NOTE 4] PAVED ALLEY SECTION (NOT TO SCALE) STANDARD PAVED ROAD SECTION (NOT TO SCALE) I PROFILE GRADE TO BE APPROVED BY CITY ENGINEER. 2. ROAD CENTERLINE TO BE COINCIDENT MTH RIGHT—OF—WAY CENTERLINE. 3. MINIMUM CLEAR ZONE IS 18" BEHIND CURB. ALL OBSTRUCTIONS TO BE REMOVED. 4. STORM DRAINAGE IMPROVEMENTS MAY BE REQUIRED BASED UPON SITE CONDVTTCWS 5. ANY DENA DONS FROM THESE MINIMUM STANDARDS REQUIRES WRITTEN APPROVAL BY CITY ENGINEER PRIOR TO CONSTRUCTION. 6. HERBICIDE TO BE PLACED UNDER PAVING, CURB AND ADJACENT SIDEWALK PRIOR TO PLACING OF MATERIALS ALL WORK AND MATERIALS TO BE IN ACCORDANCE MTH CURRENT STANDARD SPECIFICADONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION" WASHINGTON STATE DEPARTMENT OF TRANSPORTADON, AMERICAN PUBLIC WORKS ASSOCIATION. INSPECTION REOY/IRED UPON COMPLETION OF ROJ0/ GRADING AND DURING PLACEMENT Or STRUCTURAL SEC7QV. CALL FOR FORM INSPECTION Br CITY PRIOR TO POURING CONCRETE AND PRIOR TO PAVING STANDARD STREETS AND ALLEYS OF PORT voL ■∎c wow' 2% SLOPE NOTES 4 -6 6 -0" CITY OF PORT ANGELES m PUBLIC WORKS DEPT STANDARD DETAILS V 4 -6 6 -0" 2% s 2% SLOPE 2% SLOPE t a APPROVED BY DATE 06/09/92 CITY ENGINEER 6---r 8/23/95 =I LE NAME. GRAV£LST.DWG 10 -0" PROFILE GRADE SEE NOTES /2 AND /3 2Z SLOPE %I;1 II /iii %I iii I 1 "i /•1' I ..r• 1 %ii /iii 1.4j /iii% �L•�•/ /.��i� i� ��1i����� ��y��7 2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 8" MIN. COMPACTED DEPTH BALLAST GRAVEL ALLEY SECTION (NOT TO SCALE) r- PROFILE GRADE (SEE NOTES /2 AND /3) 1 1 1 .4'. 2" MIN. COMPACTE) DEPTH ASPHALT CONCRETE (CLASS 3000) 2" M /N. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 8" MIN. COMPACTED DEPTH BALLAST 2" MIN. COMPACTED DEPTH CRUSHED ROCK SHOULDERS 10' -0" 3 -0" 4 -6 ASPHALT TWO LANE ROAD (NOT TO SCALE) PROI7LE GRADE (SEE NOTES /2 AND /J) 2% 8" MIN. COMPACTED DEPTH BALLAST 2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE GRAVELLED STREET (NOT TO SCALE) 10'-0" 3' -0" 4 -6 vie v:o =IA uIAivi7iI yam /i.■I�'► =r <//\\/4-c/ 1 THESE ARE THE MINIMUM REQUIREMENTS FOR ALL WEATHER STREETS AND ALLEYS. 2. PROFILE GRADE TO BE APPROVED BY DC CITY ENGINEER. 1. ROAD CENTERLINE TO BE CO/NC/DENT WITH RIGHT- OF-WAY CENTERLINE. 4 MINIMUM CLEAR ZONE IS 10' BEYOND TRAVELED WAY ALL OBSTRUCTIONS TO BE REMOVED. 5. CROSS CULVERTS FOR DRAINAGE MAY BE REQUIRED BASED UPON sat CONDITIONS. 6. ANY DE NATIONS FROM THESE MIN/MUM STANDARDS REQUIRES WRITTEN APPROVAL BY CITY ENGINEER PR /OR TO CONSTRUCTION. MONP\AUUM STREETS AND ALLEYS TOP OF CURB AT DRIVEWAY V 1 1R 51/2" o 8. JOINTS SHALL BE PLACED AT ALL ALLEY AND DRIVEWAY RETURNS STRUCTURES, CURB RAMPS AND AS SHOWN ON PLANS. G 4 0 4 c 1' a 18" L. CEMENT CONCRETE BARRIER CURB COT)! OF PORT ANGELES PUBLIC WORKS DEPT STANDARD DETAILS AND GUTTER PER WSDOT STANDARD PLAN F -1 APPROVE: SY C7TY ENG ;NEER FILE NAME. CURB— GUrDWG r I DATE 06/09/92 I REVISED 8/24/95 NOTES 1 FORMS SHALL BE STEEL. WOOD MAY BE APPROVED FOR AREAS REQUIRING SPECIAL FORM /NC. 2. FORMS SHALL BE TRUE TO LINE, GRADE SECURELY STAKED J. EXTRUDED CURBS REQUIRE PRIOR APPROVAL BY CITY ENGINEER. 4. THE 1 RAD/US ON UPPER FACE OF CURB MAY BE FORMED BY EDGER OR BUILT INTO FACE FORM 1 RADIUS ON LOWER FACE OF CURB SHALL BE FORMED BY THE FACE FORM. 5. CONCRETE SHALL BE CEMENT CONCRETE CLASS 300. E. WHEN MATCHING EXISTING PAVEMENT GRADE. PAVEMEN SHALL BE SAWCUT 2' -6" FROM BACK OF CURB. 7 HERBICIDE TO BE PLACED UNDER PALING. CURB AND ADJACENT SIDEWALK PR /OR TO PLACING OF MATER /AL.£ 9. ALL JOINTS SHALL BE CLEAN AND EDGED. 10. EXPANSION JOINTS SHALL BE 1/4 INCH THICK AND AT 20 FT INTERVALS OR AS DIRECTED. 11 EXPANSION JOINTS SHALL SE ASPHAL T IMPREGNATED JOINT MATERNAL. 12. DUMMY JOINTS SHALL BE 1/8 INCH THICK AND AT 20' INTERVALS OR AS DIRECTED. 11 DUMMY JOINTS SHALL BE CONSTRUCTED TO A MINIMUM DEPTH OF 1 INCH. CALL FOR FORM INSPECTION BY CITY PRIOR TO POURING CONCRETE. ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH CURRENT STANDARD SPECFICA FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION" WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. AMERICAN PUBLIC WORKS ASSOCIAAO CEMENT CONCRETE CURB AND GUTTER TER NOTES: CITY OF PORT ANGELES PUBLIC WORKS DEPT STANDARD DET ILS 8 N I I SITUATIONS ONICH MAY RESULT IN UNSAFE CONDITIONS. PROPERTY LINE SEE NOTE ©3. PROPERTY LINE MIN. MI/V. I SIDEWALK 0 A: CURB 25-0 12 -0" 0 ALLEY OR NON ARTERIAL ACCESS IS ENCOURAGED WHERE POSSIBLE. I DRIVEWAYS SHALL BE LOCATED TO AVOID CONFLICT WITH POWER POLES. STREET LIGHTS, FIRE HYDRANTS OR O THE MAXIMUM DRIVEWAY WIDTH SHALL BE 30 FEET EXCEPT THAT IT SHALL BE REDUCED TO 20 FEET WHEN THE LOT FRONTAGE IS 75 FEET OR LESS. 0 THE MIN /MUM DRIVEWAY WIDTH SHALL BE 12 FEET O WHERE TWO OR MORE ADJOIN /NC DRIVE YS ARE APPROVED FOR THE SAME PROPERTY A FULL CURB HEIGHT SEPARATION BETWEEN EACH DRIVEWAY OF NOT LESS THAN 15 FEET AT THE CURB, MUST BE PRONDED. DRIVEWAY APRONS SHALL NOT EXTEND INTO THE STREET FURTHER THAN THE FACE OF THE CURB. O7 DRIVEWAY SHALL BE LOCATED AWAY FROM INTERSECTION WHERE POSSIBLE. IN NO CASE SHALL DRIVEWAY BE LOCATED WITHIN 10 FEET OF A PROPERTY LINE, 25 FEET OF A CROSSWALK OR 25 FEET OF AN INTERSECTION PROPERTY CORNER. COMMERCIAL AND INDUSTRIAL DRIVEWAY LOCATIONS REQUIRE CITY ENGINEER APPROVAL AND SHALL BE SHOWN ON SITE PLAN WITH REQUIRED PARKING LAYOUT O9 DRIVEWAYS THAT ARE ABANDONED OR RELOCATED SHALL BE REMOVED AND CURBING REPLACED TO FULL HEIGHT CALL FOR FORM INSPECTION BY CITY PRIOR TO POURING CONCRETE. CITY ENGINEER c DATE APPROVED BY 06/09/92 REVISED 10/4/95 FILE NAME: DR /VELOC.DWG ALL WORK AND MA TRIALS TO BE IN ACCORDANCE -44ITH CURRENT STANDARD SPECIF ICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION" WASHINGTON STATE DEPARTMENT OF TRANSPORTA770A. AMERICAN PUBLIC WORKS ASSOC /ARON DRIVEWAY OCATIONS NOTES CITY OF BOOT ANGELES PUBLIC WORKS DEPT STANDARD DETAILS R/W EXPANSION JOINT NOT TO EXCEED 1/2 RISE 6 COMPACTED SUSGRAD£ 5' M /N. X 5' M /N. CONCRETE P-1/27 DRIVEWAY BYPASS APPROVED BY DATE 06/09/92 CITY ENGINEER REVISED 10/4/95 FILE NAME: DRIVEWAYDWG REPLACE SIDEWALKS *TN 6 CONCRETE IN DRIVEWAY AREA. 3 M /N. SECTION A-A DRIVEWAY BYPASS REQUIRED WHEN SIDEWALK IS A T CURB ALL BOOK AND MATERIALS TO BE IN ACCORDANCE WITH CURRENT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCAON" WASHINGTON STATE DEPARTMENT OF 1RANSPORTATIQV, AMERICAN PUBLIC wORKS ASSOCIATION. MEET SIDEWALK OR FUTURE SIDEWALK GRADE 2X MAX. ?X MAXIMUM SLOPE /N SIDEWALK AREA 5" SEE NOTE /10 1. DRIVEWAY LOCAIIQN TO BE APPROVED BY CITY ENGINEER. 2. w1II£N SIDEWALK TS NOT PRESENT, DRIVEWAY APPROACH SHALL BE CONSTRUCTED TO MEET FUTURE SIDEWALK GRADE 3. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2X IN ORIVEWAY AND BYPASS AREAS. 4 DRIVEWAY APRON AND SIDEWALK SHALL BE CONCRETE AND SEPARATED FROM OTHER CONCRETE WORK USING EXPANSION JOINTS. 5. HERBICIDE TO BE PLACED UNDER PAVING, CURB AND SIDEWALK PRIOR TO PLACING OF MA TERIALS 6. SIDEWALKS; CURB AND CUTTER PER C/TY STANDARD PLANS. 7 EXPOSED AGGREGATE WORK OR SPECIAL SURFACE TREATMENT NOT ALLOWED IN RIGHT -OF -WAY w1THOUT APPROVAL. LONGITUDINAL DUMMY JOINTS 1 /8 THICK AND 1 DEEP SHALL BE AT INTERVALS NOT TO EXCEED 15 FEET AND BE EQUALLY SPACED IN DRIVEWAY APRONS 9. CONCRETE SHALL BE CLASS 3000. 10. DRIVEWAY PAVING MATERIALS, OTHER THAN CONCRETE, MAY BE USED BETWEEN THE SIDEWALK AND THE R/W w1TH CITY ENGINEER APPROVAL 11. EXPANSION JOINTS SHALL BE 1/4 THICK, FULL DEPTH, ASPHALT IMPREGNATED JOINT MATER /AL CALL FOR FORM INSPECTION BY CITY PR /OR TO POURING CONCRETE. DRIVEWAY NST ALLATOON 11111 SHOULDER B TRANSITION TO ROADSIDE DITCH CITY OF PORT ANGELES PUBLIC WORKS DEPT STANDARD DETAILS FILE NAME: 93£CO32.DWG 16' MIN. f DRIVE Am-A I♦- A or CH 2% VARIES 1 MEET EXISTING /i, EDGE OF PAVEMENT I. DATE 8/23/95 APPROVED BY CITY ENGINEER REVISED 10/2/95 SECTION A -A ALL WORK AND MATERIALS TD BF IN ACCORDANCE KIN CURRENT STANDARD VECIPICATICWS FOR RWWD. BRIDGE AND MUNICIPAL CYWS?RUCAON' WASHINGTON STATE DEPARTMENT or 1RANSPLNTATTOI( AMERICAN PUBLIC NORCS ASSOCIATION MEET EXISTING EDGE OF PAVEMENT TRANSITION TO ROADSIDE DITCH LOW POINT 2X MIN. LL/_/_L./_ B DITCH i M I VARIES i 12" CUP CCP PVC OR CPEP WITH BEVELED ENDS (SEE DETAIL) 2' 25' MINIMUM LENGTH 3 6" MINIMUM COVER cE STRUCTURAL SECTION 15' IN RIGHT OF—WAY (SEE NOTE /4) 2" CLASS S ASPHALT (OPTIONAL) 12' 2 CSTC. 2X 2% l e BASE 25 L.F. CULVERT 0 1X MIN. SLOPE M NOTES SECTION B-B 1 DRIVEWAY PERMIT REQUIRED NOT TO SCALE 2. OWNER TO PROVIDE CULVERT 3. CITY WILL INSTALL CULVERT 4. 6" CONCRETE (PLAIN FINISH) MAY BE SUBSTITUTED. 5. ANY DEVIATIONS FROM THESE MINIMUM STANDARDS REQUIRES APPROVAL BY CITY ENGINEER. GRAVEL /ASPHALT BEVELED END DETAIL DRIVEVJAY AND CULVERT V A\ S 20 CITY OF PORT ANGELES PUBLIC WORKS DEPT STANDARD DETAILS 50' 50' 100' HAMMERHEAD (NO PARKING) OO• r 90 80• 20 100' DIAMETER NON SPRINKLERED JO' R (TYP NOTES. 1 ROAD APPROACH WIDTHS SHOWN ARE MINIMUM STANDARD AND NOT TO EXCEED 500' IN LENGTH. ADDITIONAL WIDTH MAY BE REQUIRED PER CITY STANDARDS. 2 DIMENSIONS SHOWN ARE TO CURB FACE OR EDGE OF PAVEMENT RIGHT -OF -WAY SHALL BE A MINIMUM OF 5 BEHIND CURB FACE. J. ROADWAY SURFACE AND STRUCTURAL SECTIONS PER CITY STANDARDS. 4 DEVIATIONS REQUIRE PR /OR APPROVAL OF CITY ENGINEER AND FIRE MARSHALL. APPROVED BY CITY ENGINEER /t..� FIRE CHIEF FLE E NAME: 93EC090.DWG HAMMERHEADS JO R (TYP CUL -DE -SACS DATE 10/29/93 REVISED 8/23/95 20' 90' DIAMETER HOMES SPRINKLERED JO R 'TYP) 50' HAMMER T (NO PARKING) 20 80' DIAMETER HOMES SPRINKLERED (NO PARKING) R ESIDCE\ i 1AL TURN AGRC EDS, CITY OF FORT ANGELES e PUBLIC WORKS UMBER 6 -0" SIDEWALK EXPANSION JOINTS NOTES. 7. TEXTURING OF CENTER RAMP REQUIRED USING METAL GRID PLACED IN MET CONCRETE AND THEN REMOVED TO LEAVE RIDGED SURFACE PATTERN. PATTERN NOT TO EXCEED 1/2 GRID. 2. CURB RAMP CEMENT CONCRETE SHALL BE CLASS J00d J I/2" THICK MINIMUM. 3 HERBICIDE TO BE PLACED UNDER PAVING; CURB AND ADJACENT SIDEWALK PRIOR TO PLACING OF MATERIALS A. EXPANSION JOINTS SHALL BE 1/4" THICC, FULL DEPTH, ASPHALT IMPREOVA7EV JOINT MATERIAL. 5. STEEP STREET GRADES AND /OR CURVE RETURN RADII OF LESS THAN 20 FEET OR GREATER THAN 35 FEET, REQUIRE SPECIAL DESIGN CURB RAMPS r0 BE APPROVED BY CITY ENGINEER. 6. SIDEWALK CROSS SLOPES NOT TO EXCEED 2% SIDEWALK ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH CURRENT STANDARD SPECIFICATIONS FOP ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION" WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. AMERICAN PUBLIC WORKS ASSOCIATION. APPR.OV =D BY DATE 6/9/92 c :TY ENGINEER REVISED 9/6/95 Fi,_E NAME: WHE£LCHR.DWG STAN 1 ARD DETAILS CORNER CURB RAMPS 20' 30' OR 35" RADIUS (SEE NOTE 5) .R14Y .PLANTING AREA MID -BLOCK CURB RAMP NOT TO EXCEED 1/2" RISE FROM GUTTER GRADE ROUND EDGE WITH 1/2" RADIUS. CALL FOR FORM INSPECTION BY CITY PRIOR TO POURING CONCRETE CURB AMPS N 4 perforated ABS foundation drain pipe 500 Gal. Propane Tank. Proposed 6 Solid Cedar Fence On property line o I o I1� Il If� I Underground power to here Rhododendron flowering Cherry Tree Property to North Residenticil Zone Existing Cyclone Fence to remain. Existing 18' Fir Tree Exist Fence :0 be removed, Flowering Plum Trees plus other plants. Columner Juniper or Port Orford Cedars. Floor Drain I!® 5' --.0 j 36 I I 2 P�.rking 1 1 I 20' Existing Vegetation 37 6 earwig Vagetatton l I —�O ®I .,r.� 13 Betatron Bu ffer Grass 6 Beauty Bark 0 0 Parking Parking Parking Parking Notes Parcel No 06- 30- 08- 581650 Area 13,494 sq. ft or 0 297 Acres Proposed Building ground floor 36' x 64 second floor 36 x 14 Total floor area Zoning CSD (Community Shopping District) Parking 3 spaces plus one per bay Providing Eleven (11) Asphalt Pavement Lubrication Building 2304 sq 504 sq 2808 sq 103,86 House 4314 Fairmount I Ave 0 0 0 ®0 p 64 9 -S N. 0 tO 0 y c s s /`.A Oil Water Separator/ Asphalt Pavement ft ft ft Proposed 6 Solid Cedar( Fence Existing 20' fir tree ort Property Lin Exisltng Veggie:We T 25' O r l� I I F 1 L d a rn L d CL I Up a_ I d J C 2L' \`r 1 1 OT O cs C i t grovel sidtwalk taper both 7 nds. s. ___i_ --Pavement Ta4er Both Ends. /Flowering Cherry Tree Roses /Ground cover Junipers. 6 Standard City Walkway Behind city) Standard Curb. 6 thick al drive drops. Type I Catch basin I Sewer LinJ 1 I Water Ser�vice (1) Serilice For Fire Sprinkler System. (1) 5/8'I sub. service for building (meter) (1) 5/8' sub. service for landscaping City to t ip existing line -Juniper Rhododendron (typ.) TelepiTone I ;'owerI Pole Fire I}iydrant, 2'xB' slg within 30' of ground. 100' frorr residential property 12' Culvert} Pipe -10 Cu.Yd. (}ravel Drywell Type I Catch Basin Connect to I existing driveway divert I Covert Junipers I EXPIRES. 3/17/7 I j Revisions' 1 Aug:97 Buffers Auo.'97 road tapers CO C L -p N 0) tri C C Q) o c u W L CO CD (U N lf) CD ■0 S ON CD O 0_ Q d 3 VI d 0 W N G Cll s Q �c) O t/) rr e2 c Scale' Job' 95071so5 Date' Auq,,'97 Sheet of 2J r -r r T r T r T r T r--- r I I i I I 1 1 I I I I i I I 1 I 1 i I I 1 1 1 I I I I I I I 1 I I I I 1 I 1 t I 1 1 I I I I 1 Ltevation Finished Floor 1 I I 1 I 1 J L 1 1 L 1 .Dniie ihrougbt _Luba Bays_ J L I J L 1 I L i I I I I Elev X11.37 f 1 I I i t I 1 I i I J t I 1 I I f 1 i I 1 I 1 t t I I I I i I 1 I I t I I 1 I I 1 I 1 1 I I I I i I 1 I I I 1 I I I I 1 I I 1 I I I I I I I t I I I I I 1 r -I r- TT---- J---- -L i T r r T----- 1 r 1 I I I I I I I I I I I i I I 1 I I I I I I I t I I 1 I 1 I I I I I I I I i -I Elev- EG3 -37 -4?-t, I 1--- -H I- -H I- -1 I- H i- I I I I I I I I I I I 1 I I I I 1 I I I 1 I I I I I I I I I 1 I I 1 1 1 1 1 1 1 1 1 1 I I I I I 1 I I I I I t 1 I I I I i I I 1 J 1_- L 1---- J L---- j------ J L---- 1---- -J L____1____J L 1_____ L____ Elev 208 00 I 1 1 I I I I I I 1 I I I I I I I I I I I I 1 I I I t 1 I I I I I I 1 i I Gravel Walk Transtion. I I I t I I 1 1 I 1 i 1 I 1 i I I T 7 r T 7 T t r T r J n T r l I i 1 Cu 1 1 i i I I I 1 1 1 I I I CI I 1 I I I I I I I 1 I I i I I J t t Centerline Fai^rnount !Ave i I 1 I 1 I i V I I I I I 1 I 1 i i 1 I I I I H Elev 206 00 I I I I 1 I I I L i 1 I I I I i I I I I I i I I I TOPI Of CUrb I I I C I I I 0.1 ct�bove Centerline I I 1 I I I J L 1 a' L 1 J 1 J L 1 J J L 1 J L J I I -I I I I I I I I I I I I I L I I I I t I I n.- 1 I I I I I I I I I I I 1 I 1 1 I I 1 I I I I I I 1 I SI t I I 1 I I I 1 I I Elev 204 00 f 1 r 1 l r T r T r 7 r T Et r l i I �1 1 I I I I t I I ....J I-- i i I p l I I I 1 LiJ I I I I I I I I I I I I V) I I I I 4F' >4 L I --'I I I I --i I- F- -1 e i- t F Grav walk transition. t I I I r. I I W i 1 I I I I 'Bottom' of face of ciirb, I, I 1 a I I 1 0.4 bet w cen I I I s ir I I terline L_ i p i 1 r 1 J Elev 202 00 I I I I I I I I I I I I I I I l i I I I i I I I I I I I I I I Y I I I I I- I t I 1 I I 1 'f' 1 I I i I I I 1 I 1 I I I I I I 1 L! I I I J %f' I 1 r T -r` 7 T I r T 1 On T 1 r l L I I I I I y I I I I I f I I Z I I I 1 I 1 I I 1 I I Profile Bitch BottoOt I I I I I I I I I I I I --t' I I I I i i I I I I 1 I I 1 Flow I lIne of :Culvert. 1 I 1 1 I i i J i_ 1 J i_L 1 J L 1 J L J' L. 1 J L 1 Elev 200 00 D a) O CU d- .C1 a) O CU p CU (U CU (U CU co co co Co Station Elevation Pit :Floor Note; Vertical exageration 101 Assumed Elevation 202 00 Centerline of Fairmount at South Property Line Profile Elev 212 00 Elev 210 00 Revisions' 4\ 0) c L cu Q1 c C O) O c U W L Cu 0) J co as O 10 co N in co O Q �3 t1 4 OJ N 01 C 3 O L O .--1 Q t0 o' N 3 d 0CU CU L 0J OJ dI" O X Q. U Scale' 1' =2 Job' 95071s05 Date' Auq /97 Sheet 2 EXPIRES. 3/17/' of 21 IRO RE: P lT 'MSC W013371 2413EMRIEG PL i1' G D1 DIVISION (--3-1\<W-A usiai mac POLICE DEPAIMOIRT ❑CITI c RISE MANAG12031T pQaLIC wORICS /SING DIVISION C�_ 4- 0 mss I tf.as.-1---111-0 C- 1 Mon: --7 3-0 97-). paT pROJEC'r DES CRIPTION croxiDINTs NEW CONSTFuCON ADDITION /ALTERATION C CONDITI 0 1 O C,,ft4 (Z. 0 `h--c- 3_A t J am`' r, isri i NM N L Columner Juniper or Port Orford Cedars. 4 perforated ABS foundation drain pipe 500 Gal. Propane Tank.- Existing 18' Fir Tree Exists Flowering Plum Trees plus other plants Floor Drain Existing Cyclone Fence l i0 Proposed 6 Solid Cedar Fence- 1 On property line i h cn l i Ii® Oil Water Separator Underground power to here Rhododendron Flowering Cherry Tree— 25 20' Property to North ResidenticLl Zone i i i i® C 23 Perking 1)' --t I 110 9 Ii I, 20' 37' 36 to remain. Existing Vegetation Fence :o be removed Existing Vegetatan Parking i Parking Parking U ®i 0 a 13 5 egetntIon Buffer Grass I Beauty Bark 0 Parking Lubrication Asphalt Pavement Building "v 4.4 -v Q-s I Q Notes Parcel No 06- 30 08- 581650 Area 13,494 sq ft or 0 297 Acres Proposed Building ground floor 36 x 64 2304 sq second floor 36 x 14 504 sq Total floor area 2808 sq Zoning CSD (Community Shopping District) Parking. 3 spaces plus one per bay Providing Eleven (11) ft ft ft —House 4314 Fairmont. 0 0 0 O O T O 00 103.86 Proposed 6 Solid Cedar (Fence Existing 20' fir tree orp Property Existing Vegetation �aL 25' N. 56 S n I I L T J ED c i L p f() .w Asphalt Pavement I ©T i 2U' C g LL Flowering Cherry Tree Roses ,,---Ground cover Junipers. 6 Standard City Walkway Behind city! Standard Curb. 6 thick al drive drops. Type I Co basin Sewer Lin Water Se rtvice (1) SerJice For Fire Sprinkler System. (1) 5/8'I sub. service for building (meter) (1) 5/8' sub. service for landscaping City to tip existing line Juniper Rhododendron (typ.) Telephone rower1 Pole Fire Iliydrant, 2`x8' sigi within 30' of ground, 100' frorp resideltial property 12' Culvert( Pipe Cu.Yd. Gravel Drywell �—Type I Catch Basin /Connect to existing driveway divert Ground Cove Junipers EXPIRES. 3/17/M I Revisions! Aua.'97 Buffers CO ai o M c (1.1 M :45 in co c m u w M 3 QJ CU 1■ 3 a o c- Q co co "Z5 C d CI 0 CZ Q L c d IZ W d LL O) 0) Cu CT .S2 3 c c J O CL N t Ma_ Fu. C u Scale+ 1 =20' Job' 95071w3 Dater July /97 Sheet of 1,/ Project Info Opaque Doors Vertical Glazing Overhead Glazing 1994 Washin ton State Nonresidential Ener• Code Com•liance Form Electronic Beta Version Envelope Summary Climate Zone 1 ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms (Project Description Compliance Option Space Heat Type Project Address Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Concrete/Masonry Option Roofs Over Attic All Other Roofs Opaque Walls Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Vertical /Overhead Glazing Semi- heated space' Roofs Over Semi- Heated Spaces* Applicant Name: MIKE LIBERA Applicant Address: 4402 FAIRMOUNT Applicant Phone: 360- 452 -3303 4402 FAIRMOUNT PORT ANGELES WA I F New Building Addition Prescriptive d+ Component Performance (See Decision Flowchart (over) for qualifications) I Electric Resistance Total Glazing Area (rough opening) (vertical overhd) Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values IR -30 IR -23 IR -10 IR -0 Maximum U- factors 0 60 Maximum SHGC (or SC) Minimum Insulation R- values PORT ANGELES 'Date 8/12/97 For Building Department Use Alteration Change of Use 1684 0 ENVSTD 4 All other (see over for definitions) Systems Analysis Gross Exterior divided by Wall Area times 100 equals Glazing X 100 Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Opaque Concrete /Masonry Wall Requirements Insulation on interior maximum U- factor is 0.19 Insulation on exterior or integral maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC 2 9.0 Btu /ft'••F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description U- factor (including insulation R -value position) 'Refer to Section 1310 for qualifications and requirements Notes FOR OTHER FUELS SECTION ONLY FLOOR WALL 6 1/2" PANELS CEILING PANELS R -30 SHOP SECTION GAS HEAT July, 1994 Q 1 F IS e. •II .4 II el •I 1. I 1. •4 ku 6 5 4 Envelope UA Calculations Climate ENV -UA 1994 Washington State Nonresidential Energy Code Compliance Forms 'Project Address 4402 FAIHMOUNT Space Heat Type a Electric resistance S All other I Glazing Area as gross exterior wall area 1 Concrete/Masonry Option 1 Yes No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing will be different than shown below. Refer to Table 13 -1 for correct values. Building Component Proposed UA Target UA List components by assembly ID page U- factor x Area (A) UA (U x A) U- factor x Area (A) UA (U x A) U= Plan ID Ho manors tat 0 900 250 0 225.0 U= Plan ID SHOP SECTION .Glazing,% Electric Resist. Other Heating o U= Plan ID: '0 -15% 0,40. 0.90 E U= Plan ID: >:15 -20% 0:40: 0.75' C7 U= Plan ID: >20 -30% not allowed 0.60 U= Plan ID: >30 -40% not allowed 0:50 U= Plan ID: (see Table; 13 -1 for ConcJMasonry .Jalues) U= Plan ID: U= Plan ID: Glazing' Electric Resist. Other Heating.: m o U= Plan ID: 0 -15% 0.80 1 45: -g g U= Plan ID: >15 -20% 0.80 1 40 p U= Plan ID: >20 -30% not.allowed 1.30 U= Plan ID: >30 -40% not.allowed 1.25 U= Plan ID: (see Table 13 -1 for Conc/Masonry values); ro U= Plan ID SEE ATTACHED 0 150 20 0 3 0 600 540 0 324.0 m U= Plan ID SHEET 0 600 520 0 312 Electri Resist. Other Heating O U= Plan ID: .0.60 0.60 R= Plan ID: cc d Electric Resist. Other Heating,' °o R= Plan ID: g O R= Plan ID: 0.031 0.036 R= Plan ID SEE SHEET 1 0 300 1224 0 367 2 0 300 1224 0 367.2 r 8 R= Plan ID: Electric Resist. Other Heating. O R= Plan ID: 0.034. 0:050 R= Plan ID SEE SHEET 1 0 048 1135 0 54 48 0 140 1135 0 158.9 R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other.Heating R= Plan ID: 'Ordinary .0.062 .0:14 R= Plan ID: Metal stud '0.1.1 o.i4 R= Plan ID: Conc(int): 0:19' 0.19 R= Plan ID Cohc(otti)' 0.25' 0:25 R= Plan ID: 0 056 1065 0 59 64 0 140 1065 0 149.1 g R= Plan ID: 'Eleetric.Resist. Other Heating_ TD v R= Plan ID: Ordinary 0.062 '0.14 R= Plan I0: Metal stud 0.11 O i4, o. R= Plan ID SEE SHEET 1 to v R= Plan ID: Electric.Resist: Other Heating 8 R= Plan ID: 0.029 0.056 m R= Plan ID: R= Plan ID SEE SHEET 3 0 '730 38 0 27 '74 0 540 38 0 20.5 R= Plan ID: Electtic.'Resist; Other Heating g L F =0:54 1F =0.54' N cm R= Plan ID: R= Plah ID: (Sealable .13 -1 for radiant floor values) *For CMU walls, indicate core insulation material. Totals 1 Date 8/12/97 For Building Department Use 4002 824 06 Totals 4252 1244 72 For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. July, 1994 Envelope Summary Climate Zone 1 ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Description Compliance Option Space Heat Type 1994 Washin ton State Nonresidential Ener• Code Com•Iiance Form Electronic Beta Version Project Address Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Concrete/Masonry Option Applicant Name: MIKE LIBERA Applicant Address: 4402 FAIRMOUNT PORT ANGELES Applicant Phone: 360 452 -3303 Envelope Requirements (enter values as applicable) Fully heated /cooled space Roofs Over Attic All Other Roofs Opaque Walls Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Opaque Doors Vertical Glazing Overhead Glazing Vertical /Overhead Glazing Semi- heated space* Minimum Insulation R- values IR -30 IR -23 IR -23 IR -0 Maximum U- factors 1 Maximum SHGC (or SC) 4402 FAIRMOUNT PORT ANGELES WA I ►Ii New Building Addition Prescriptive ►Z+2omponent Performance (See Decision Flowchart (over) for qualifications) I ►P Electric Resistance Total Glazing Area (rough opening) (vertical overhd) 170 0 Check here if using this option and if project meets alt requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly In the table below. O 15 O 34 Minimum Insulation R- values divided by Date 8/12/97 For Building Department Use Alteration Change of Use ENVSTD All other (see over for definitions) Gross Exterior Wall Area 2657 0 X 100 Systems Analysis times 100 equals Glazing 6 4% July, 1994 Opaque Concrete /Masonry Wall Requirements Insulation on interior maximum U- factor is 0.19 Insulation on exterior or integral maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC z 9.0 Btu /ft=• °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description U- factor (including insulation R -value position) 1 Roofs Over Semi Heated Spaces* *Refer to Section 1310 for qualifications and requirements Notes FOR ELECTRIC RESISTANCE SECTION ONLY FLOOR WALL 6 1/2" PANELS CEILING PANELS R -30 SHOP SECTION GAS HEAT A 4* I•4 gnvelope UA Calculations I •11r -4 U •4 Climate Zonel ENV -UA 1994 Washington State Nonresidential Energy Code Compliance Forms Project Address 4402 FAIRMOUNT Space Heat Type Glazing Area as gross exterior wall area Concrete/Masonry Option I I'4 Yes No I II Electric resistance 6 4 Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing will be different than shown below. Refer to Table 13 -1 for correct values. Building Component Proposed UA Target UA List components by assembly ID page U- factor x Area (A) UA (U x A) U- factor x Area (A) UA (U x A) U= Plan ID SEE ATTACHED 0 350 170 0 59 5 0 400 170 0 68.0 U= Plan ID SHEET Glazing Electric :Resist Other.Heating: o U= Plan ID- 0 -15% 0.40 0,90 'N U= Plan ID: >15 -20% 0.40. 0:75 3 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 'Glazing Electric Resist Other Heating m U= Plan ID: 0 -15% .0:80: 1 45 w U= Plan ID: >15 -20% 0.80 '1'40 t7 O U= Plan ID: >20 -30% not allowed: 1.30 U= Plan ID >30440 hot allowed 1:25 U= Plan ID: .(see Table 13 1 forConclMasonry.values) U= Plan ID SEE ATTACHED 0 150 100 0 15 0 600 100 0 60.0 a 8 U= Plan ID seem Electric Resist: Other Heating O Us Plan ID '0.60 0.60 y R= Plan ID 4. 8 p R= Plan ID: Electric Resist, Other. Heating re R= Plan ID: 0:031 0.036 y R= Plan ID SEE SHEET 1 0 300 864 0 259 2 0 300 864 0 259.2 L R= Plan ID: Electric Resist. Other Heating.` O R= Plan ID: 0 03 4 0,050 R= Plan ID SEE SHEET 1 0 048 2387 0 114 576 0 062 2387 0 148.0 R= Plan ID R= Plan ID' Plan ID: Electric•Resist. Other Heating R= Plan ID: Ordinary' 0.062 0.14 R= Plan ID Metal stud 0:11 0`.14 R= Plan ID• Conc(int) 0:19 0. 19: R= Plan ID: :COnc(oth) 0:25' 0.25 N R= Plan ID: To R= Plan ID: Electric Resist. Other Heating to R= Plan ID: Ordinary 0.062 0.14 c7 R= Plan ID Metal stud' 0.1.1 044 i to R= Plan ID SEE SHEET 1 0 048 936 0 44 928 0 029 936 0 27 1 c R= Plan ID: Electric Resist Other Heating e R R= Plan ID: 0.029 0.056 LL R= Plan ID: R= Plan ID SEE SHEET 3 0 '730 38 0 27 '74 0 540 38 0 20.5 2 m R= Plan ID. Electric, Resist: Other Heating al co R= Plan ID: F =0 :54. :F =0:54 cn R= Plan ID• (see Table 1371'forradiant floo*Values); *For CMU walls, indicate core insulation material. For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. Totals All other 'Date 8/12/97 For Building Department Use July, 1994 >20 -30% not allowed. 0.60 >30 -40 not allowed 0 :50. (see Table .13 for Conc/Masonry.values);, 4495 520 944 Totals 4495 582 858 Window Information Size 'Type (Frame Type x 4'0' IH- Slider (Vinyl Frame 5'0" x 4'0" IN- Slider (Vinyl Frame 3'0' x 4'0' IS -Hung (Vinyl Frame 2'0' x 3'0" IN- Slider (Vinyl Frame 2'0" x 3'0" IN-Slider IVinyl Frame 3'6' x 2'0' IN-Slider (Vinyl Frame 5'0" x 4'0" IN- Slider (Vinyl Frame 3'0' x4'0" IN- Slider (Vinyl Frame Door Information MIKE LIBERA PROJECT !Size 'Type 113'0" X 6' 8" (Metal Insulated Metal Door 213'0' X 6' 8" IMetal Insulated Metal Door 313'0" X 6' 8" (Metal Insulated Metal Door 413'0" X 6' 8' Metal Insulated Metal Door 513'0' X 6' 8' IMetal Insulated Metal Door 6110' x 14' 'Metal Insulated Metal Door 7110' x 12" IMetal Insulated Metal Door 8110' x 14' IMetal Insulated Metal Door 9110' x 12" IMetal Insulated Metal Door ALL WINDOW VIKING INDS, WINDOWS TOTALS I 170.00 1 SWING DOOR STANLEY NFRC TESTED Sheetl Glass Type Argon Low -e Argon Low -e Argon Low -e Argon Low -e Argon Low -e Argon Low-e Argon Low -e Argon Low -e Door ListTesting NFRC Tested NFRC Tested NFRC Tested NFRC Tested NFRC Tested Default Default Default Default IType [Type [Glass Type IU -Value Area 'Testing 1lSolid IMetal insulated INone I 0.15 1 120 INFRC Tested 2ISolid IMetal insulated INone 1 0.600 1 50 [DEFAULT Page 1 U -Value 0.350 0.350 0.350 0.350 0 350 0.350 0.350 0.350 Area 40 20 12 6 6 14 60 12 Glass Size Location U -Value None Waiting Room 0.150 None Restroom 0.150 None Upstair Office 0 150 None Mech Room 0 150 None Shop 0 150 None Shop 0.600 None Shop 0.600 None Shop 0.600 None Shop 0.600 Testing I Location NFRC Tested (Waiting Room NFRC Tested IBaraber Shop NFRC Tested I Restroom NFRC Tested IMech Room NFRC Tested I Restroom NFRC Tested (Parts NFRC Tested I Upstair Office NFRC Tested IUpstair Office A s e s so- I as I Mechanical Summary MECH -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Project Info Compliance Option Project Address Applicant Name: Applicant Address: Applicant Phone: 4402 FAIRMOUNT PORT ANGELES WA Project Description OFFICE SECTION USING WINDOW AND DOORS FOR MAKEUP AIR Briefly describe mechanical system AND SHOP SECTION USING OVERHEAD DOORS FOR MAKEUP type and features. AIR Simple System LI Complex System Systems Analysis (See Decision Flowchart (over) for qualifications) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No. NONE Heating Equipment Schedule Equip. ID Brand Name' Model No. 1 01WAITING ROOM 11500 WATTS 2 OISARBER SHOP 1750 WATTS 3 OIRESTROOM HEATER 1750 WATTS 4 +OFFICE 12000 WATTS 5 SHOP SECTION IPSE 145 1ALL ELECTRIC HEATED SECTION UNDER 2 KW 1 0 NUTONE 2 0 NUTONE 3 0 NUTONE Fan Equipment Schedule Equip. ID Brand Name Model No. Capacity Capacity CFM I QTSO 50 0 I QTSO 1 50 0 I QT300 I 300 0 1 I I I MIKE LIBERA 4402 FAIRMOUNT PORT ANGELES 360 452 -3303 1 1f available. 2 As tested according to Table 14 -1 14 -2 or 14 -3. 3 If required. applicable. 5 Flow control types: VAV constant volume, or variable speed. OSA CFM Total CFM Econo OSA cfm Total CFM Econo SEER or EER IPLV Location Input Btuh Output Btuh 1500 01 1500 0 750 01 750 0 145000 01 113100 0 July, 1994 'Date 8/12/97 For Building Dept. Use Efficiency 100 0 SP' HP /BHP Flow Control Location of Service BATHROOM BATHROOM PIT SECTION 4 COP HSPF Combustion Efficiency or AFUE, as 100 0 78 0 AUG -01 -1997 11 41 st fliE LP S 957'16 .SEP1ISA LP 31760.34 SEPI7SA LP 31493.20 sEP=90A LP $2190.48 INDUSTRIAL AND WHOLESALE GAS EQUIPMENT SEP60A NAT SEPI ISA NAT SEPI7SA NAT SEP290A NAT CUH30 -1 LP 5824.88 CU1130 -I NAT NAT $824.88 C1111.15-1 I.1' Sf57 7A CITHIS -I NAT NAT $857 78 GENE UNGER ENGINEER PES C EP SERIES HEATERS YOOFC MAIBER: SEP TOTAL 04 15 TOTAL OUTPUT r ST 471,04 t[ LPG Ain vn1slur rim AIM T1400W 471 FT 4rTNG HEIGHT. MAX.1071G KI WT FT (TO BOTTOM OF UNn TAN DV. ETER. Pa?lEW NO OF FANSAA ADES FAN NOR5(710WER mown I w"oa4v DATA NM 1101pt1YP4 FUZE Sri. INDIES S 902.50 $1161.68 $139434 •52093.12 4 GAS OOltrECTk d IN0HE5 yIal.AI 11'1 WI PM, 33 t? 14 141154 1411/4 161110 SHIP WEIGHT. 115 100 115 140 NET WEIGHT. le. NT 65 b Its 1/10 1110 1110 4.1 4.1 4 1 1060 1 Ito SP SP 8 3 4 SEP90A LP $1063.00 `SEPI4SA LP $1315.60 SEP230A LP 51852.36 SEP34SA LP 52548.32 360 417 2098 P 03 50 115 175 1 230 290 1 345 10.0001 115.000 145,000 177,614,,, 230,000 767.550 545.000 70100 40,700 11 3.100 1 174 ■0� 124254 $9,100 70.200 115400 112,110 133.40A 175.500 ??4,450 Igo 17•n Inm Iam m .41111 •Ur, 44.10 60 GO A6 A 00 50 1i 20 20 30 33 30 1/415 ISO 130 14 2.1 tort' P50 4 1/2 1F 1/1 l 112 1,7 314 74 314 1II ,r.vv1 l l nunr4 1 111 —iron-4 1414 166 145 116 21 1074 PSC s 1151.5 270 255 16 12) 4 1075 PSC S I IFP \eras Sounlcss Stml fatal esChan5es available upon request. 1"011 1114 prit. and Wail:Itnmy 01 this special order item. ATU available SA 300.000. When venting Ilimtaertal. you must go minimum un SEP.HEP and C'U1l %Tics h.mterl. SEP90A NAT SEPI4SA NAT SEP230A NAT SEP34SA NAT 4 PTIP1e 2e011 201J 157 RIM $41.5405 Fos MO1)2574571 15/7/5 205 241 14 (7) 47 1075 PSC S 151215 300 205 1412) 1075 PSG 5 S1007 76 $1216.94 51755.02 52449.64 MODEL S CU1}1 Total Input. btuh Total OutpU btuh Air Volume, CFM Temperature -Rise Air Thrnw t Aft. mnuntinv high Max. mutg. height It. tiv bottom ul unit) No. of Fans Fan Diameter No. of,blades Ship Weight Net Weight Motor Horsepower Motor Amps Motor RMP Motor Type Flue Size•• Gas Connection Ratings shown are for elevations up to 2.000 ft. For elevations above 2.000 ft., ratings should be reduced at the rule of 4% for each 1,000 ft. nhove aca lcvci. Diameter of round pipe adapter furnished with heater Mounting brackets included. Allows for the 1" clearance to combustible. When venting horizontal you must go 3' minimum. 30 45 30,000 45,000 24.300 36.450 536 750 42 45 1U' 10' 1 1 10" 10" 4 4 608 63# 538 5610 1120 1/20 17 17 1650 1650 SP SP 3" 3" 1n" 12" "A a.. Mechanical Permit Plans Checklist MECH -CHK 1994 Washington State Energy Code Compliance Forms Project Address The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code (show with X) Section Component Information Required HVAC REQUIREMENTS (Sections M1-1424) yea yes no yea I 1411 I tqpmt performance n.a n a 141 1 4 elec. ntg. a. Cl g. x inimum efficiency I 1416 InvAC controls 141 [.1 I emperature zones n a I 14'1[.3 tlumlaity control 1412.4 Automatic setback n a t t tb k n a n.a n a n a n a n.a n.a n.a n a n a n a I n a I n aI n a I al n a I n.a n a I n 4402 FAIRMOUNT imamate locations on plans 1412.2 'Deadband control 'Indicate 5 aegree aea ana minimum Inmate numi Indicate tnermostat with night setback and 7 dill. day types TTi I amper location ana automatic controls control Indicate microprocessor on tnermostat schedule Indicate moat or staged control 1412.41 uampers 1412.5 Heat pump con 1412.6 t.. omous Ion tg. 14i.,' t3alancing inmate oaiancing features on plans nermostat interlock Indicate tnermostat In er ocK on plans I 14zs I tconomizers Itquipment scneauie 1414 Alf economizers perauon n ica e capability on scrTgarne r01 Valle controlsibl6 to evaluate O air n egra ea operation Indicate capabi Iii Ttor partial 1414 uucting systems 1414.1 uuct sealing 1414.2 Duct insulation 141b.1 raping insulation 14[4 Separate air sys. ET En. Sum. rorm 144u Service water ntg. 441 iec. water i eater lust neat pumps on scneauie ftquipment schedule with type, capacity efficiency Indicate R -10 Insulation unaUfrik 144[ ISnUt Off controls imamate automatic snut -orr 1400 'neared pools 140[ reel water neaters (malcate not electric resistance inmate sealing necessary Indicate R -value or Insulation on duct inmate re-value or insulation on piping inaicate separate systems on plans uompieted and attached. equipment schedule with types, input/output, efficiency cfm, hp, economizer ections 1440 -1454) 1453 (Pool heater controls I Indicate switch and 65 aegree control 1434 IrOol covers Imamate vapor retardant cover n a I 1404 (roofs au+ aegrees imamate re -1[ pool cover It "no" is circled for any question, provide explanation. THERMOSAT FOR ELECTRIC HEAT TO MEET REQUIREMENTS OF SECTION 1422 I Date 8/12/97 July 1994 Location Building Department on Plans Notes SEE NOTE SEE ATTACHED SHEET See Sheet EN -1 8 1 L o s 1 11- O I Lighting Summary LTG -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms July 1994 Project Info 'Project Address 'Applicant Phone. 'Project Description Compliance Option Alteration Exceptions (check appropriate box) 4402 FAIRMOUNT PORT ANGELES WA Applicant Name: MIKE LIBERA Applicant Address. 4402 FAIRMOUNT PORT ANGELES 'Date 8/12/97 For Building Department Use 360 452 -3303 ►Zr New Building Addition Alteration Prescriptive 0 1 4 Lighting Power Allowance Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive LPA spaces clearly on plans.) No changes are being made to the lighting Less than 60% of the fixtures are new and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor /room no.) Occupancy Description Watts per ft Area in ft Allowed x Area PAGE 5 ISHOP REPAIR BULDING BASE ON 12 CEILINGS 1 21 4038 °I 4845 6 AND ATTACHED I I I SHEET I I I I I I I I I I I I From Table 15 -1 (over) document all exceptions taken from footnotes Total Allowed Watts' 4845 6 Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor /room no) Fixture Description Fixtures Fixture Proposed 'PAGE 5 I 8 0 70 0 560 I 'SEE ATTACHED SHEET FOR BREAKDOWN I 7 0 66 0 462 9 0 125 0 1125 1 9 0 70 0 630 I I 12 0 35 0 420 I 1 0 17 0 17 I 1 2 0 70 0 140 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts' 3354 Maximum Allowed Lighting Wattage (Exterior) I Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x If) !Covered Parking I 0.2 W /ft I I 'Open Parking I I 0.2 W /ft2 I I (Outdoor Areas I I, 0.2 W /ft I I Bldg (by facade) I I 0.25 W /ft I I Bldg (by perim) 'OUTSIDE WALLS I 7 .5 W /If I 206 51 1548 75 Note. for building exterior choose either the facade area or the perimeter method, but not both) Total Allowed Watts' 1548 75 Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed 'OUTSIDE WALLS 'BPS WALLPAK WITH PHOTO CELLS I 3 01 70 01 I I I I I I I I 210 'Building Sq. Ft. Perimeter LF Wa lk Sq. Ft. 'Parking Sq. Ft. Symbol A C D E F G H Lighting Fixture Schedule 4038 Watts/Sq. Ft 1.5/1.2 (Max Allowed 5873 Watts/Ln. Ft 7.5 (Max Allowed Watts /So. Ft Watts /Sq. Ft Description Lightolier Cat EXS2GFSVA2400C (2 lamp F32T8/electronic ballast) or equivewlent Lightolier Cat RT62 2482 (2 lamp F32T8/electronic ballast) or equivelent Wide -Lite Cat SPM 100, 100 watt metal halide or equivelent Lightolier Cat PLA2g12LS24000 (2 lamp F32T8/electronic ballast) or equivelent Light olier Cat# STD140 LE (1 lamp F32T8/electronic ballast) or equivelent Lightolier Cat 80/20CLT/6118VM277 or equivelent Lightolier Cat SW14ORSHPF LE (1 lamp F32T8/electronic ballast) or equivelent LIGHTING INSTALLATION TO COMPLY WITH THE FOLLOWING LIGHTING WATTAGE (Sections 1520 -22 or 1530 -32) LIGHTING CONTROLS (Section 1513) 1513.1 Local control /access 1513.2 Area controls 1513.3 Daylight zone control vertical glazing overhead glazing 1513.4 Display /exhib /special 1513.5 Exterior shut -off (a) timer w/backup (b) photocell. 1513.6 Inter auto shut -off 1532 Exterior lighting Power Allowance Total Watts Total Watts Total Watts Total Watts I Number' Watts I Total Fixtures1 Fixture Watts 8 70 560 7 66 462 9 125 1125 9 70 630 12 35 420 1 I 17 17 2 35 70 0 0 0 32841 Luminaire Type A Manufacturer Lightolier Catalog Number EXS2GFSVA2400C Watts 70 Lamp FluorRapidSt Luminaire Type C Manufacturer Lightolier Catalog Number RT62 2482 Watts 66 Lamp FluorRapidSt Luminaire Type D Manufacturer Wide -Lite Catalog Number SPM -100 Watts 125 Lamp Metal Halide Luminaire Type E Manufacturer Lightolier Catalog Number PLA2G12LS2400C Watts 70 Lamp FluorRapidSt Luminaire Type F Manufacturer Lightolier Catalog Number STD140 LE Watts 48 Lamp FluorRapidSt Luminaire Type G Manufacturer Lightolier Catalog Number 8020CLT/6118VM277 Watts 19 Lamp FluorCompact Luminaire Type H Manufacturer Lightolier Catalog Number SW14ORSHPF LE Watts 48 Lamp FluorRapidSt Photometric File G91063 IES Dimensions 24 OOin x 48 OOin Number of Lamps 2 Lumens per Lamp 2900 Photometric File RT622482 IES Dimensions 6 OOin. x 96 OOin Number a 2 Lumens per Lamp 2900 Photometric File SPM100 IES Dimensions 13 OOin x 13 OOin Number of Lamps 1 Lumens per Lamp 7800 Photometric File G91070 IES Dimensions 24 OOin x 48 OOin Number of Lamps 2 Lumens per Lamp 2900 PhotometriL File not available Dimensions 7 62in x 52 00in Number of Lamps 1 Lumens per Lamp 2750 Photometric File LTL03075 IES Dimensions 6 OOin diameter Number of Lamps 1 Lumens per Lamp 1250 Photometric File K89007 IES Dimensions 4 62in x 48 OOin Number of Lamps 1 Lumens per Lamp 3150 Lighting Permit Plans Checklist LTG -CHK 1994 Washington State Energy Code Compliance Forms Project Address I Date 8/12/97 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code show with XX Section Component Information Required LIGHTING CONTROL ection 1513) yes 101.5.1 !Local controuaccess Ibcneauie wan type, enaicate locations (SHEET PAGE 5 yes no n a I 151J.Z Area controls rlaximum omit per switcn ISHEET PAGE 5 1513.3 'Daylight zone control 'Schedule with type andfeatures, inalca locations ISHEET PAGE 5 yes j vertical glazing !inmate vertical glazing on plans ISHEET PAGE 5 n a I ovemeaa glazing imamate overneaa glazing on plans ISHEET PAGE 5 n a I 1513.4 uispiayiexneoispeciai inaicate separate controls 'SHEET PAGE 5 j 1513.5 txtenor sn r-cft Schedule with type ana1itures, inalca' Te location 'SHEET PAGE 5 n a (a) timer wioacKup 'Inalcate location 'SHEET PAGE 5 yes I (0) pnotoceli. linaicate location 'SHEET PAGE 5 1513.6 Inter auto snut -otr Inalcate location 'SHEET PAGE 5 n a I 101.5.0.1 (a) occup. sensors Ibcneauee wltn type ano locations SHEET PAGE 5 n a I 1513.b.Z TO) auto. switcnes !Schedule with type anaTeatures (oacK -up, overnae capaoility) SHEET PAGE 5 Inalcate size or zone on plans 'SHEET PAGE 5 LIGHTING WATTAGE (Sections or 1530 -32) yes II-Ignting bum. t-orm Iuompietea ana attacnea. 'SEE ATTACHED SHEETS I I I bcneaule wan texture types, I I lamps, oaiiasts, watts per rixture I I ELECTRIC OTORS Section 1511) n a !Elea motor effeciency !MUM-Mal or equipment Schedule with hp, rpm, efficiency It "no" is circled for any question, provide explanation 4402 FAIRS. UNT July 1994 Location Building Department on Plans Notes I I City of Port Angeles Drainage Design Project: Mike Libera Mini Lube Location. Fairmont Ave Parcel No 06- 30 -08- 581650 Rainfall Intensity 0 85 /Hr Percolation rate 2 /Hr Basin #1 Area Sq. Ft. 95071DP2.XLS Before Development: 1 Natural 0 -2% 2 Totals After Development: 1 Natural 0 -2% 2 Parking 3 Driveway 4 Driveway 5 Landscaping 6 Building 7 Building Totals Percolation 30 Min Percolation Total Perc. and Stor Gene H Unger P E. Consulting Engineer 1401 W 7th Port Angeles, WA. 98363 (206) 452 -2098 Job No 95071 25 year storm for 30 min August 1 1997 Runoff Runoff Ac. Factor (CFS) 13 494 0 3098 0 13 494 0 3098 2 813 2 294 2,832 2,088 803 360 2,304 13,494 0 3098 Increased Runoff detention /Infiltration Required 30 minute storm volume Building and parking system combined. Trench Dimensions. Width Depth Rock void Ratio Pipe Diameter Pipe Area Rock void Area Total Void Per Ln Ft. Est. Pipe/Trench Ln. Adj. Trench Ln. 112 Feet Page 1 0 0646 0 0527 0 065 0 0479 0 0184 0 0083 0 0529 2.00 Ft. 2.00 Ft. 33 0 40 0 00 0 40 0 90 0 90 0 90 0 40 0 90 0 90 4 in. 0 09 Sq Ft. 1.29 Sq. Ft. 1 38 Cu. Ft. per Ln Ft. 126 Feet 1 in. per 30 min 0 17 Cu. Ft. per Ln Ft. Trench 1 55 Cu. Ft. per Ln Ft. Trench 0 1053 0 0 1053 0 022 0 0403 0 0497 0 0367 0 0063 0 0063 0 0405 0 20171 0 0964 CFS 173 Cu. Ft. I EX!tR€3 7— q,9 Connecting down spouts and parking catch basins will supply 172 ft. of trench. I Drywell catch basin Parking Only Drywell Dimensions. Width Depth Catch Basin Dimensions Width Length Depth Rock void Ratio 95071DP2.XLS Catch Basin Volume Rock void Area Total Void Parking Drainage 73 Cu Ft. Percolation. 30 Min. Percolation Total Perc. and Stor Connecting Trench Trench Dimensions. Width Depth Length Rock void Ratio Pipe Diameter Pipe Area Rock void Area Total Void Per Ln Ft. Est. Pipe/Trench Ln 7 Feet Percolation. 30 Min. Percolation Total Perc. and Stor 16 00 Cu Ft. 35 97 Sq Ft. 51 97 Cu Ft. Est. Pipe /trench Ln 7 Ft. 5 00 Ft. 5 00 Ft. 2.00 Ft. 2.00 Ft. 4 00 Ft. 33% 1 in per 30 min. 10 42 Cu. Ft. per dry well 62.39 Cu Ft. per dry well 2.00 Ft. 2.00 Ft. 20 00 Ft. 33 4 in. 0 09 Sq. Ft. 1 29 Sq Ft. 1 38 Cu. Ft. per Ln Ft. 1 in per 30 min 0 17 Cu. Ft. per Ln. Ft. Trench 1 55 Cu Ft. per Ln. Ft. Trench Connection trench to downspout system is 20 feet long Downspout system has 60 feet overage The entire system is 53% overdesigned. FS 1 53 Page 2 aXPIR1 1 3 —/r— Distribution Schedule Panel "A" Curicuit Breaker Panel Board Single Phase, 3 Wire, solid Neutral 120V/240V AC, 60 Hz, 200 AMP, 2P Main Breakers Type Load Load Amps A B Lighting -Lube Bays i 4 Lighting -Lube Bays Drop Lights -LB 16 Lighting -Pit Lighting -Pit I 6 Lighting Waiting -Brb Sh Lighting Mech. Parts -Emp RR. 8 Lighting Pub RR -Office Lighting Office I 10 Drinking Fountain Spares Fans Spares Recept. -Lub Bay 4 Recept. -Lub Bay Recept. Waiting -Brb Sh. 5 Recept. Mech.- Parts -Emp RR Recept. -Pub RR -Office 5 Recept. -Office Recept. -Hair 2 Spares Spares Spares Sub Total 5 6 2 3 5 15 4 6 5 60 51 Total Amps Buss A 177 amps No of Load 3 3 4 3 3 4 7 5 5 1 3 4 4 5 6 5 5 2 CKT Bkr No AMPS 1120 -1 3120 -1 5120 -1 7120 -1 9120 -1 11 120 -1 13120 -1 15120 -1 17120 -1 19120 -1 211 231 251 27120 -1 29120 -1 31120-1 33120 -1 35120 -1 37120 -1 39120 -1 411 431 451 Buss Bkr A B 0 0 0 0 0 0 0 0 0 0 0 0 Mike Libera AMPS 120 -1 0120 -1 120 -1 0120 -1 120 -1 0120 -2 0120 -1 120 -1 0140 -2 I 01 0120 -2 0120 -2 0120 -2 0120 -2 0120 -2 Total Amps Buss 'B" 95071E1 XLS Page 1 CKT No of Load Amps Type Load No Load A B 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 3 3 3 1 1 1 5 3 1 15 1 98 1 1 28 1 12 2 10 2 12 2 10 2 11 1 117 168 amps !Lighting- Basement 311ighting- Basement ILighting- Basement (Sign 61Emerg. Light basement (Oil Pump 151 220 V (Exhaust Fan 1/2 HP 101Vacuum Unit (Air Compressor 281 220 V 5HP (Spare I Spare 1 Water Heater 121 220V 'Elec. Htr Parts -Emp RR. 101 220V 'Elec. Htr Waiting -Brb Sh. 121 220V 'Elec. Htr Pub RR- Upstairs 101 220V 1Elec. Htr Upstairs 111 220V 117 Sub Total 1 ti W +%-S-N FA LL AV 227,59 n AWCZ t 0 ztso M FL.ELEV 226 OQ .p /85 35 0 2 85 34 ea/3c°' a 5' ?,,ee z Z zs W6_ 1 0 5 R0 r5Cd 3Prpe Pipe 5 +59 S 00 Pill ■L EL EV 2 24.25 C 1 t 1 tO /4O 5 Raised 3 Pifc' 1 C) -2.- o ,pe v cn c m =4 2:I. b a r v m a 2875 Raiscel 3 Pike rn a 0 a =gy °3 G7 3 sQ 337 5 .poiscd 3 Pi/ge ipe n m v 73 j _;./..57 44- rn G .373 Roiscd 3 P./oe« C3 t (1 4Z 5..Po,s cd 2 Pipe 49/ Roscd 2 Pi/oe S4o /?aLrcd 2 Pipe" E STREET N o alb 6 perforated foundation drain pipe 500 Gat, Propane Tank. Q N Floor Drain Gil Water Seperator Underground power to here 25 20' L t. Lr' L II 1 1I 1 I I 1 ELI I 1 i LTA N. "V J I A i 4,4 I I I I I S. CV Parking ra+' I °r X Parking 20' I Asphalt Pa Ilg Parking 37 -7 36 a c.. 0 a_ -L Property to North Residential Zone Lubrication Building Landscaping Rhododendron (typ.) Existing 20' fir tree orb Property Line 103.75' Asphalt Pavement 25, 103.86 tr Notes. Parcel No. 06- 30- 08- 581650 Area 13,494 sq. Ft. or 0297 Acres Proposed Building ground floor 36 x 64 2304 sq. ft. second floor 36 x 14 504 sq. ft. Total floor area 2808 sq, ft. Zoning! CSD (Community Shoeing District) Parking! 3 spaces plus one per bay a So a) 1 Qient a 16 I O s o .,n L a_ I I I I .V --_1 r-Y I 1 I T I i T mr 21 0) I 0 6 Standard City Walkway Behind city Standard Curb. 6 thick at drive drops. ,,Sewer /Type 1 Catch basin LIn T elepl1Ione a Lt o i C7 Voter Service (1) 5/8' service for building (1) 5/8' service for landscaper. C.ty to tflp existing line Power1 Pole Fire 1lydrant. J I 12' Cutverl Pipe l Type I Catch 'Basin Connect to 1 existing drivewny c 'PLAT Vol 2. Pg. 33 UNION ADDITION TO PORT ANGELES 44 4r. I�J.YVr27'S�1 .r 4.w SURVEYOR'S CERTIFICATE AUDITOR'S CERTIFICATE nr� '..w..d .r••, row. ..r4... I......a S M W Son., Rows.., Ad .4 N nqr.. M Oa? t_. ow o....... u 2 001r. Caotty .1400 4 afro'. 4 `oav14. 9 r.a or... 4.,..4 (4.'4 ••'4 W.= eq s 4 (Ws .O. ('143)0..1 44.0.4 9444 0 .V b we. .o .p..-- M r 4 ..;n41 do now. r or... C..,. o..d [wort ...rwr 66,00g I I GRAPHIC SCALE d 0 20 40 1 Inch 40 feet ri /4 RECORD OF SURVEY OF A PORTION OF N 1/2,8.E.1/4,Sso.8,T SON ,R.BW ,W M Ciallam County Washington for Mr Guy Lund fC 5 j S 5q,Z6 L-2-5 1 4 /4 l'o6 cT /d 2 C.. tGEGALL,D c 3, Z Then ..0:.. of tab 3. W 4. NOW q Ya.. i. I M P•'4 Mw 041,01b. emd^0 d 10 c. 5..d 00010 0 b 00 7 .4 Plees. '1 K 14 SVb. .4 /s454 b ..4 717741 5.4 .1 ..aPa. fan• Aro. 4s Y1. t 71, 2a M4U ..4 r ..Ca0 n.rjn S.1.>. x.e o W O A M +ro.r� 0 onm ..o. .f'4 5- 3aM rot No .4 e s of .s 2. d. 544.4. IOtlMIt tit U.. 14440 24.2Y4. r led aM 2. de 2' W ..N .'105 tt7n55-.da.tobn.r:...ado £10 P t .4 t ►J... 4.055 b Port /.'i4.. (e• +eva.4 2 d na4 P4. 5. J7:ma dO ..)i 40;06, c. 1d.e.n P4. 0, M a of b.. rb.e veora..R.e. Geb. 000, BASIS OF BEARING 21 ••.44 Y'Na.'en v.. .11mrbgt.. Sta. r.... S410 00. 544.4 00 Ingo 0...45 4400' d .440 Prey 7.000. .aea to 00 4n'.5f5N .0 hatm.t∎ wood .50e.s. SECTION SUBDIVISION f4 444.4.. w•e om old 454s. •ve 20 d Sr••r. h 5a 54.440 .4 0545 lbrt7. SURVEY METHOD W 7R 200 Stnl.a.. 94.4.0 5.ea.s. cos* LCtaCur, O 5A .M 0.04 w 'tb 77725 P... d 0404 w •.S 2232? P.• ALL .4104 r. 5. 4w 4e. 1.ns r we.. 4445 5010 L .Nd..e ar s P 4.....P 4w. y 5.yra 1 A 14.9. LAW, roe 5e Ivro rgtnq B oar wornrr 1.17, •arle David Cummins and Associates, P S P 0 Box 120 Sequim, Wn. 98382 (206) 683 -2344 rot. t99a Job. No 2- 5 -30 -6 -161 V gn QA! L Q f A 0 JY 4 47 I t_e!,; 2 f .0ce 7 4)re/es, ici 4 it W 4 t rp, 4 6 ..4 (3(4) 7 w 4r At 7 2 -77 1 o 1 1 4. 1 t_3 4. 4 1 I ,1. .t ii 1 1 r 1. 4. i 1 t r V..e. rtl.e_ hAlchist......_... 4 i L 4. 4 07'e 7/ 3< 4 4 i r••••• -4 "1 >1 r 4 414 sir/ 4k ,T !1-1 1 4. .1 t. J/69 O' I 1 4 t■••", I il 7069;740 1 6 1 •-i---- ii r Nerg r 1 9 4 7" 0 Ar i 14 eid- 1- i I i i E 7 b7 t6 IT 1- T 1 i 1 1..,_ 6. 111. 'f. 1 i .•_.,--i (4--) -7.---' (Pne'#) i t t/A... 1 I t 1 -si- t .i. 1 t-- ---,11- 1 7- 72 rq,. 3 -1 W 3 .17 St ot t .4_ 4 1 4 .1 1 f 8 ifl )4.5. a4 77 1 -I 1 1 —1-1 t o- 1 i 1 tri, -1 i- I T 0--z t i 4, =i ii t i 9 =1- 1 t 1 h t 1- 1 ..1 •-1-- '1 I )7■21 44)." 4 7 a s =Pi i 4. I /-1 b e--"t- a01 1 i f I j I 1 1 A 1 W.42- it• Z_ 1 1 1 -I I f I i 1 f 1 i 1 '1 1 i I r i t4 i I 4-1, r.- r i 1 1' A 404 t. 1 8 'r 1 1 i T r 4 .1 4 .77 q A I A 4 1 2- 3 7(1 ...i. b 7 (00 4 i 0 i 7- (712 ct) 4 3 9 3 d Oi r •1 1 1 i 1 1 _2 4' 1 4 6, s 4 !L (91,)o-0-17 1 —1 A I 41.4 t 1 4,0' .1. fr 1-- 0»' .177 I ?Org. 4 .4. I 10 I _LS 00 9 119 .1 -Y8 I i t I 1) 4- .1 I .1.4_,, 1 1, .1? 1 1 Z t 1, i t of 1.4 v4,14 aV 4'; .0 .0 4 est- 41-zi coal -4./406 Jig '71 'Iv a 9 4- 4- 4 11 i• t• r• -t f 7-4 94 4 (4FT 57 2 'f cj I .1-tztter(rw_ -f------- sio ...etc,. cy.z.v (29 i- i- i i 1 i i i 1 1 f i 1 0#' ,4 -i I 4 r 1 ,r.t...!,.... 1 i 1 1 1 t tetb -7— 1 l'i±-e-IT 7 .r• k. -7-- 1 at 4- 0 5.. O'er i I 1 I i- t. 1 04 6, -1 ior51x) zAt itt* -i.,. ,.,1 1 i i .1.- 1 A F t. I. -1(s ,ot?' 2 I 9. 9 2 4 i) i" 1 7 1. 1 r __SL Citliriri" Z S 1 -4- e 4:71 (6 q S 4 _:(1 i I 1 e. 7 1 1 't 1 1 1 _5 i> 4 I/ –z–_ a^ i die _14 .1 L 4 (i P• i k e 1"1 e 44 i fr il t 1 t 1 t fir lit 4%-i-Wi .CcS I 1 i i t r- 4- -4- i ;_tii t s 1 i t i -,5 fi i• 1 1 1 0 .,C7r0 1 7 2- 60P-6 2 0 7=--( ie r A_4 X4 M 70 •-*/'L 15% 1 5 0 /4 I I I I I. I f• •1 0 ti6r s V v ri/ I 1 4 ,f- '1 r 1 t -i t t 4,0'7_et Al.-1,41-, 1 I t s" I l 3 t 1 1 i 1;37 8 I b' x 4 0S q^s-a j 1 i i 1 1 11- 11: 1: .1 1 1 .1 1 i 1 1 t L...- i 1 1 t Ot I -2/ 1 1 fi Al t-O 4 f —1E7,0 774 V t ti 1 1 41 5/. J 3 -t- 1. 1, 41 41P .04 1 I 3.4f Powt 71 el .*1-7.".1 j- ilti 1 f I I •:r., i,ad f e :k 7: pk(....9._:::_, 1.-., 1 1 TL 6 ft") jel f t I 1 f, L rf 7. I. I I 7 et ,44* /64. -r— 1 i 10 °7- I ilr' -Y. 1 i .6 ,6 k--- i i 1 1 6 it-Cio _KS n- 553 t 1 1 A 4-- 'I 4- 1 1 1$ i 1 I r ..1. 1 4I I I 1 1 ,1--- I i--. I. 1 "1 I -I 1 t i i I .1 1 4 i I f I i i .1 1 1- I i 4 45, 1 _p1, '"D-1' 1 9/, ea &Id ni_91 L z -2 1(0r70 .10,7. 7 9 g 1 i 1 si •I .9e/ .7(.1 i _it/ CZ%-),51 j 1 ier -----S _6 75!1__L-a.f 1 -3_ i I Co opz) z t 1 1 je 7 t? .77 v--7 ifece.A4-1 cessc•ot cb-Z Vt Vt -4- ele4.. Vii .0 pt 14.s. -4 7Z(5- 2 lit 9>• 1 t VIV VI T V t f i 1 fly G4:44.1.3t '..91. f 4 t7 ./0/ti •e' 0911 4"- i Z:, .1!.. do of i:e A •e1.4...**,[ c-cool 11-,IP 9' 1 V ZO 1 4- 8 Tr 'rr 97 $9.64 'of 4-.p45 r 1,5 )1 --=-CCJO •1411;-**91 I t \o'gy 9) .61/ I c9 4 3 2:37 -1: 4 i 4. 1 1 1 1 J .j i 21'‘ (z•Iiz 1 1 t 1 (..L b 6, -9 -4- ;rep I H 1 1 i 1 1 I f i 1 i i t 1 s s I i i I "....*.?-if p iv( 4 1 1 i i i 1 i I 1 I I 4 CO 1 .1N/ if e_sii 02/f 1411 11:. 1- 4 5. i 4 'f if 01 'e 1 L tfeec or 7i) Hr cfr f 77:ti.rCirfve-e-4?__ 4- vi/ ;2)( hm-e., /tkl" ott:e. )6, 4-- f ,E9' 4 iw-(77, 7 ILL j --0*.ore .y, i ft I i A I n' a•e-e.lcry I I I 1 T /L Lat-thie gee,* ter-o.e_ el "4 e t, 1 i t 1 I s _Atete •rt p 1 '09 I P w 9 1 1 It a.--;Ar41.4._ i2.02'24 1: fi k /o -9 i 4 a 45/ it •P' xig, f -1 la! .4. 9.1 4 1 a. 9 '7' L b�..-re i t i 4- f s___ Ste.s 1 e fi S f 1 I i" f i 1 i i i f i i 1 r j t 4 i 5.72 6 r� ;lQ ,QOM t" 'P� 7)I w i I� As et te 3/4. c 1 2/4 9 Al t 044 e,--- s. d /use r• m7t..; i A�21h9 fIodr 0, 4 re;11* 47-T 1 v j f 0 -✓e-f- 3 r -.4.e Q7 -I- Lrio-re-Ar-org .e.ff 177417"0-zi. r L. r 4. I 7 4 t r t -1 4- I /4 2- cs 1 4 I f i "i -1--4- i 1 r I. I i i i 4 L i i 1. 1 -I- 1-- 4- .4 I t L 4 I 4- t- t"" V t 1 9 sf 7/ 4. .4 -4 97* t- .4. 4 T 20 30 r—r •••1! '4 r 7 'fodr" 1 5 5 T i -4. 6-?C 5- o I'll,: p.0. 4A-4 /1 1 s L. .4 4 --3 ;7 3 P-5 fi 47(6 F. '?..470 .36 i 1 i ----i ___1.. 1,...._.,.—..--- r '5 .1.e.--4-6- I de iok ,-i--- --t-- -1- r i --t---i. .4 1 i .1 *;e__ N p- 4 s o t.—eitowt e it;;;;Ife- 7 445- i 14 tG. e (s- H 1 L 4._ .1- RITH 4 _....c.0177...7.'.'czei R.,. .iffro_e4e_.-00-- I I i 7.1/* 4 -1 T t 1 ---4— ----i' 1 t. 1--* T 1 1 1 5i 4/ 's 7 Fy 11.■ 01- 9 S f 4 o I I' b/..k ■49.-..t. )9F "-Al .12__ i .1 t •7 t 1 ep --c- -i. P l° i I 1 1. I i 1 1 1 gi7C— 77-" i 1 .1 i r 1 7: 24 1 t, I. is LJ t 1 1: 1 'S 1 1 I I 1- 1 i -I p t t- I i t -I t 't 4-- i i 1' J- sp..-'.., 1. i 1 i 1 i i, 1 i i. L, i 4 -11- I 1 i „,....,„:4 ..,i.?4....,,,...: e...4 1 1 1 ..11. .1.:- L 4 sf -tt ,1- _II _••••4; 6 4 7 i ......L.... _...........L._ i........ -7•1. i- I 1 I I 1 1 i ,....._....„......i.., 4 ..1......_..L........... 1- ,,X.... f .-i. 1 ,...1 N I t el .1 1q I k 7 .14...., ..1.42.... r ilt- 7 "•..t F ''1- --1-: 1 1 11 r -7 I rt: 1 4 ".r._..., 1....... --.1 ,i 1 1 4 i 4.....„ t,..:, 1 .ki. 1 l' ,j. I N t I' P r 1-------, i L.A1_,. t i.. :1,4:41:::,--;:i' ,-...,‘11 Li i I ll I- .f, S, IN,...„1 4., .4.; N 1 1 I f s o 1 3 1 -r tr 1 0-' 4 Ii 7 1:. .04- .1,1, .1 -,...4,,,„ 11s- l t --t- --1 7 1 r i i-INJ .t t tt -Ni 1 4... A I .1.• 1- t t--- s i I I, 1 L 'Z' II 1 t 4 I I. .4... -N.:,•-•:1, ...,4 i. i f ...r„.._. ..,..,,..4_,.......,_, ......,....4. 4..... 1.".41. A ......4,......--4,11.. i-.... 1 4 i• i 4 c 4:I t ■•1; i s ..N, r-- 7 ^n t ■■411 .........1. .4. 1: 4 --=-,1.- •13 4 ....1..., L. 4. I 4.. --4- 1- 1:- 1- 1,. f-.2., i 4 1 A ..,1 b l• 1 r''' i" i ,..4 A .b 1 1 i l t .•I 1 .4 1, ,i .i. t j___ :1- 1 :i i .......±—,..............,4....., i 1 i i 1.- i ‘..1 ,t-, .t... t- 1 1 t 4 .1'.. 4„ 1'. 1 1 t 1 4 1,4., ;74t t. 7 t .;,,,,t 1 1. 1 7 "i' 14. 1t 1,`^ 1 •-,--4, .-_A_ 4.4. -41, t.,.‘ I, ':.11,. ''.....1i..... a.. 1 1 I I '1, 1 A i -3 l' ...4.- 4.., .4,'- 1' '1' 3 -3 l' i ri" t 3 4 1 I ....1.. .j -,t 1 .4. I. 1 _1_,__ 1_ 4 •1 :....c...1..__I .1 .4.... 1,. .c.........:N :t.: _4,. 1 j -4- ...---t .114.........;,,,,,, ,,,.-.1 ..3 .t._.. 4 -4 t t i 1 e i I i 1 1' 1- j 4 i '1 1 i ...i T. 4 1 I- I i i 1 A q i 1 1#11allonslelkand 13-782 500 SHEETS, FILLER 5 SQUARE 42-381 50 SHEETS EYE-EASE. 5 SQUARE 42-382 100 SHEETS EYE-EASE• 5 SQUARE 42-389 200 SHEETS EYE-EASE. 5 SQUARE 42-392 103 RECYCLED WHITE 5 SQUARE 42-399 200 RECYCLED WHITE 5 SQUARE Mk* hU S 18 Exterior finish as req'd by code R— Control Panel Seal continuous R— Control Plate Spline adhesive, ea side Field installed panel bottom plate Subfloor R— Control Plate Spline adhesive Nail as req'd by code Rim joist Insect clip or flashing Caulk Cementitious scratch coat. SECTION Scale 1 1/2 4 4 A -_s_� Anchor bolt as req'd by code av CI 4 —AFM EPS R— Control wall panel Gypsum wall board 16d Nails into floor foist as req'd by code 8d Nails or 14 ga 1 1/2" staples 6" o c each side or equivalent 1 --Floor joist AFM EPS joist plug ,Treated sill plate Sill sealer Concrete or Masonry foundation wall Updated 7 -30 -93 AFM R— Control' Panel TITLE. NO Foundation Framing Joist AF -105 c c Note Vapor retarder on warm side of panel should be utilized with double 2x splines ISOMETRIC PLAN Scale 1/2 =1' Double 2x spline See AF -102d for spline connection fastening information R— Control panel, see Load Design Chart #3 for panel load capacity SC do te ok e\ Qo Edge plating material 2x lumber or engineered equivalent 7 1 Updated 7 -30 -93 AFM R— Control''' Panel TITLE. NO Floor /Roof Panel Connection AF -108 25 R— Control roof panel R— Control screw, see AF -135 for spacing requirements R— Control Plate Spline adhesive, each side, and roof panel /blocking joint 2x top plate R— Control wall panel SECTION Scale 3"=1' Beveled blocking, or predrill for R— Control screw Use 16d nails to attach blocking to top plate until screw is in place 8d Nails or 14 ga 1 1/2" staples 6" o c each side or equivalent R— Control Panel Seal continuous Updated 7 -30 -93 54 AFM R— Control Panel TITLE. NO Beveled Wedge Blocking AF -122b 28 Exterior finish as req'd by code R— Control Panel Seal continuous R— Control Plate Spline adhesive, ea side Field installed panel bottom plate Subfloor R— Control Plate Spline adhesive Nail as req'd by code Rim joist For connection information, sealant, and adhesive, see wall above SECTION Scale 1 1/2"= R— Control wall panel Gypsum wall board 16d Nails into floor joist as req'd by code 8d Nails or 14 ga 1 1/2" staples 6" o c each side or equivalent Floor joist AFM EPS joist plug Nail as req'd Spacer board (optional) where required for standard 8' drywall application Updated 7 -30 -93 AFM R—Control® Panel TITLE. Floor Joist NO Bearing on Wall Panel AF -1 TITLE. Floor Joist NO Bearing on Wall Panel AF -109 Exterior finish as req'd by code See AF -101 for connection information R— Control Screw Fastener 24" o c Ledger beam as req'd by specific design Bolt size spacing as req'd by specific design SECTION Scale 1 1/2 =1' r _r Continuous R— Control wall panel Gypsum wall board Finished floor, 17— min 7/16" R— Control floor panel Note Interior finish not shown Bolts to be backed with min 2" thick x 4" wide EPS plug to control condensation Updated 7 -30 -93 AFM R— Control TITLE. Floor Panel and Ledger Beam Panel NO AF -110a 33 Cr,/ 3c i 4 ROWS 4 20 W 24, 21, 18, 16 S 24, 20, 18, 15 C 18, 15 3 /4 Fastener Diameter 3 ROWS '/e J 2 /2 1'• TABLE I -B4 Total Bearing, ksi, 4 fasteners on 1 thick material F 36 42 45 50 55 60 65 100 3 /4 146 170 182 203 223 243 263 405 7 /8 170 198 213 236 260 284 307 473 1 194 227 243 270 297 324 351 540 W18,16,14 S 18, 15, 12, 1 C 18, 15, 13, 12, 10* FRAMED BEAM CONNECTIONS Bolted or riveted TABLE I Allowable loads in kips TABLE I -A4 Total Shear kips Fastener Diameter Fastener F 3 /a 3C3 1 Designation ksi Load tb Load tb Load tb A307 10.0 35 4 1 /4 48 1 1 4 62.8 1 4 A325 -F A325 -N 15 0 53.0 1 /4 72.2 1 94 2 5 /16 A502 -1 A490 -F 20 0 70.7 1 4 96.2 %is 126 7 /16 A502 -2 A325 -X 22.0 77.8 V16 106 138 x/16 A490 -N 22.5 79 5 Ms 108 141 /16 A490 -X 32.0 113 /is 154 1/2 201 Fastener Designation TABLE 1 -A3 Total Shear kips Fastener Diameter F /4J %8 1 ksi Load tb Load to Load (A30) 10 0 26 5 1 /4 36 1 1 /4 47 1 A325 -F A325 -N 15 0 39 8 1 /4 54 1 1 4 70 7 5 /is A502 1 A490•F 20 0 53 0 1 /4 72.2 5 /16 94 3 /is A502 -2 A325 -X 22 0 58 3 5 /16 79 4 3 /a 104 /is A490 -N 22.5 59 6 5 /16 81.2 106 /is A490 -X 32.0 84.8 '/16 115 1 /2 151 5 /e -e F y 36 42 45 50 55 60 65 100 3 109 128 137 152 167 182 197 304 Fastener Diameter /8 128 149 159 177 195 213 230 354 S 1 146 170 182 203 223 243 263 405 Q For description of fastener designation see page 4.12. b Thickness t based on connection angles of F„ 36 ksi material. e Use decimal thickness of enclosed web material as multiplying factor for these values. *Limited to W 10 X 11.5, 15, 17 19, 21, 25, 29; S 10 X 9; C 10 X 6.5, 8.4. TABLE 1 B3 Total Bearing, kips, 3 fasteners on 1 thick material AMERICAN INSTITUTE OF STEEL CONSTRUCTION 2-85 1R W 6 M 6 1 4 C7 2 R( W 1 Si Cl Fe b T Us dv In r., wet We 0 Meow 101 10490'47[ HIGHWAY 1 07,. r w.r+. waves ter M M 600 10.1 M M••wy Wow -J FOUNTAIN 7.. Ow•w C..tt7 1 0 004 e.0 01/ •1 w O C. i 00 Deem. C.000 C.000 ter ow low ter w 2 30 e►. 0 t... (11 SURVEYOR'S CERTIFICATE 11.1 pox U. ►f Me 10.0 070.010 n.y...10.4.4 M 0MM a...7 AM M 410 +..441 0 W. w.... M... O. r•. M. 2110 633BSZ L__ W .Z W 4 I z 0 L W, L.NUT 101 STREET STREET GRAPHIC SCALE AUDITOR'S CERTIFICATE /1 T ;.ro me w /:.sS fey„r... 024 0 Ire..... S7 4.00.. 0..447 d/ t7 A..ut BASIS OF BEARING 110. w/..7 I..ees. on tM 31.1. C 7'7r.. Cw. e..et 2wr N bentele ww.w fr.....1M 4 ,.1.. 010..01106.0011 i"• s. .feeN M grew.. 000. (.wow. woo ►1.1 W. 2. Pe. Se, 0ee... et O0.w C t •.•'00 SURVEY METHODS 1T0 .n"•'•7 I WWI 10..10.... 0. 1 M 0.000.1000 7.11 0001. 1(0 VG LEGEND o SA row 1r/ plow •LS 23.331r 401 2 Imre pert Mee 0 tee.W ..eve Street 1.140 MEMO Y Let. 3 ewe 4. OWL 21. I 2 2 Owe.** Imes ...1 U. (e....) I.r awe. 0 0 0 I me OM) Owl M W. 100 0.. ti 0...44 wet Net) 17 140w 1204.34' b C 2373.01r e. ws.. LEGAL DESCRIPTION (By Joey. Ken NM iOnt doted 6 Aug.. 1993) Let. 1. I. 2. tn4 Sow 21. ...0.4.0.0 Porn A 11/00 to M 0000 Down C000. 1001.0'. 1. lee .•.t 040.0 ntw... n W. 3 00 N. K =al 00 sere 34.200 M rote Letup t U. 2. Inrrnm.r. .Iw a .04.4• +.7 100 ..t+n •.te Let. 1 .m. 2 w LW 3 we es ....t tr C07 0 O U.tt 10 1011 n 000. Cwp 000•010. 4 m .O 0 01 110 w 11•00 n .n. I. fool 4.101 0 .».e 00.1 S•081 es 0000 ...el 441 rote tau 2 U. 0 w 21, M WOW M Wow, 400000 I. Mel w.... wow' In 70 2 M Otto. ►d .t, e.t.... O C1r... Ctwtn 0.00•4- ro 0000 10 U. 017 M ►.t .'y... U. ee.y e.. 4..4414.0 Wooer 11, 1470 .mM O.mwm Cowl •01./. M M 101711 A130 Mt ..tt1w .I U. L.44 .R .0 e.. 0000 00 very 0.. Lew 4e...- ow a OW Men.n to M 10 .p (es ......i In Vol 2 M Wm et. 23. Ks.1..4 044., C.wt7) 100 1..40..4 100 44/4. 00 M S1.. 0000 w. South N 100 p10 4 see 34.294 Steel M tee 14.1% V. tee w r.. .e4. 1 sm. 2. beds 21, Al w...t. w Oe*.. C... .0.0000 110 ere. 0.44w we WII tAw.. 0r trr,l 2+0x1 12.4..3 1071)' tee Ol0000.Cww Wow, sew 31 1, .4..n C g 0 *q4 H A f 0 r. 17AIe SECTION SUBDIVISION NOT TO SCALE RECORD OF SURVEY OF A PORTION OF N 1/2,8.E.1/4,S SON ,R.OW ,W M Clallam County, Washington for Mr and Mrs Wilfred Granger 1 U. CA' .w go* 0...nC.wa lo■ (1•.t) Co. 100 O.. 1.a e,. es. 0... 0.444. twr e4. (I4..) Nr taboos U. l000tot ileurorgtay your Clatarr d hr earth David Cummins and Associates. P.S. P O. Box 120 Sequin". Fla. 98382 (20e) 883 -2344 September 1993 Job. No. 2 -9 -30-6 -1525 �1 C 4- r r t p CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS INSPECTION REPORT /0 Time uf Work to be, inspected jarson requesting inspection p f. requesting inspection ction (c(rcle appropriate one) r Framing Chimney Plumbing HON NOTES Date RESTORATION FEQUIRED E RESTORATION CL T t PE Unimproved OGravel 0 Repaired by City Repaired by Permittee O No Damage Found Time Received by 4 1 YES NO Asphalt PCC Work Order COMPLETE INCOMPLETE By c Other (phone person) Phone No ?IT Permit No Final Sewer Excav Other cafe tii,ue on reverse side if necessary) STREET SUPERINTENDENT (DATE) C L H p7 rt y M n x w h7 t H H O CI) HO H H C1 CJ oy z C] y C t b g 2:bro h7 Hco O r FJ rf} xrn r: i�► I c ,g`l! „QUEST 'net rel g9 ion of:Work fa 'be inspected -,e of inspection (Jr ss of person-requesting inspection sifo Pe of lnspe9jio appropriate one) •pt er oundation Framing Chimney lOoi 4 sPECTION NOTES spected. Date 41 i7 99 marks. (Continue on reverse side if necessary) CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS G. INSPECTION REPORT )5V Time 77 Received by 410 77/1 /1---kr Phone No Permit No Plumbing Final Sewer Excav Other Time RESTORATION REQUIRED SURFACE RESTORATION FACE TYPE El Unimproved 0Gravel 0 Repaired by City 0 Repaired by Permittee El No Damage Found By YES NO El Asphalt ri PC C Work Order 0 COMPLETE El INCOMPLETE 0 Other STREET SUPERINTENDENT (phone person) Y H t 0 H H H Cl) 0 z E HOC G 3 H H Z E 0 H 2 En" z h 1-3 a t 0 0 H L..3 1li n• •p i 27 July 1998 Mike Ltbe'a 310 Powe Plant Road Port Ano :les V' A. 98363 Subjec' Deck inspection for concrete pour Dear Mr Libera 95OT rr3.Ode, Civil Structural Management 1401 West 7th Street lbrt Angeles, Ilashingh rr 98.163 Office Fax (3&)) 452 -1093 I conducted an inspection of the deck system for your Lubrication Center on Fairmont Avenue 24 July 1998. I found the beams and column system under the floor to be wet! put together The elevation of some of the beams was low I analyzed this situation and found that it was not detrimental to the final expected capacity The extra concrete makes the steel more effective. The enlarged steel gives the concrete more capacity The steel beams are oversized as to design so the additional dead load is taken. The original engineering required nelson studs on all beams at 24 0 C This requirement is no longer needed due to the oversize beams which have been used. There are a few items which do need to be corrected. These are: •Clean metal decking This includes fir needs, leaves, paper and dirt. The South west corner has the metal deck going the east -west direction. This is all right but the top layer of steel needs at least 3 more rebar These will be played between the existing ones to take the existing bars from 4 tc the expected 7 The west side of the west pit does not have two or three #6 rebar running north and south. One bar should be on the nelson studs of the pit and the other bars should be spaced out. They need the usual 24 splice on each end onto the existing bars. The south east corner does not have any east west bars over the wood deck form portion. At least #5's at 12 0 C being 24 long is need through out this area The form on the west edge in the south west corner is about an inch low The tack .veld where the metal plate crosses a beam need to be checked I appeared to me that a few of them were missing. Each low section of the metal decking as it crosses a support beam needs to have the puddle weld to tie the deck to the steel In general I found the deck to he in very good condition There are a few minor alignment problems in the deck overlap You have filled most of these voids with foam to keep the concrete from leaking These should be satisfactory Please remember that sometime you need to place the anchor bolts for the foundation plates of the walls of your building These can be tied on the in the forms now they can be wet set as soon as the slab is in place are they can be drilled and epoxied in later These will be the connection between the R Panels and the foundation With the findings corrected you should be ready to pour your deck. To that end I have contacted Blake Concrete as you requested The concrete you wish to order is 4000 P S I with 4 maximum slump The North 10' by 26' of the slab needs to have air entrainment and a waterproofing agent. The total pour will take three trucks of concrete and thus you will be able to have one truck with the special additives Once the concrete is placed and finished you want to apply a curing compound I talked to Brad at Blake and he said they have these items in stock You could have this concrete delivered any time you were ready Thus you can call with your schedule I also talked to him about adding plasticizers and air entrairment in the other loads to help the •,o'kability of the concrete We agreed that this was OK and you will be allowed to have the .e added They make the concrete flow better with the low amount of water you will have in the nix You will ha"e to arrange to ha e concrete cilinders aken during the concrete pour You will need at least three cyli users per truck They ,vilt he broken at 7 14 and 28 days The 28 day break in each truck will have to achieve the 4000 P S I design strength to be acceptable I would suggest Polaris Engineering and Surveying They have local people qualified to make these tests They will also check for air entrainment in the one load for the North 10 feet of slab Please call me when you have these items taken care of I will come by and take pictures Then you.can pour the deck and be ready to continue The next step will be to construct the foundations for the east and west sides of the building `r o need to wait at least one week and preferably two weeks before you can totally back fill the foundation. You want to wait 3 weeks before you drive a care on the deck You will wait 4 weeks before you drive heavy trucks like you crane on the deck and lift items If you have any questions olease call Thank you for using Gene Unger Consulting Engineer on this project Sincerely ene H. Unger P E cc. City of Port Angeles Building Official 9507 11.7.70C 1 yr H HH [7 H C. 0 ;vz H 0 G H ri r.4 H ro y tl June 10, 1998 City of Port Angeles Building Permits Permit #9884 To Whom It May Concern. Because of delays caused by weather engineering. equipment and other unforseen influences. I have not completed my project at 4404 Fairmount Avenue. This letter is a request to extend or renew my permit so that I can continue and complete it. Thank you for your consideration. If you have any questions, I can be reached at 452 3303 Sincerely Mike Libera 4404 Fairmount Avenue Port Angeles, Wa. 98363 452 3303 eig(Lz1 cEi>16:24a plo i a Le f 7 Time_ 30 Received by (phone person) _;N at. a tion of Work to be inspected ,�leznodiJT 're of person requesting inspection d ress of person, requesting inspection pe of Inspection (circle appropriate one) CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS INSPECTION REPORT e weK—roundatinr)Framing Chimney Plumbing Final Sewer Excav Other g 't.� JSPECTION NOTES inspected. Date 10.. /17 ernarks. (Continue on reverse side if necessary) r5� Time By RESTORATION REQUIRED YES NO Phone No Permit No 7� Sl RFACE RESTORATION SURFACE TYPE Unimproved ❑Gravel ❑Asphalt ❑PCC ❑Other Repaired by City Work Order Repaired by Permittee COMPLETE No Damage Found INCOMPLETE STREET SUPERINTENDENT (DATE) H H O ?H n r*7 c xz H O 0 0 H H zr 0 H OH y z oro H cn 0 r H C9 x cn CI En CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS INSPECTION REPORT REQUEST t Date .d• Time INSPECTION NOTES isoected: Date /7 /3 —c 7 P ()marks: Sr 5 d Location of Work to be inspected aL Name of'person,.requesting inspection Address of, per son requesting inspection 4.4 rpe of Inspection (circle appropriate one) Sewer Foundation Framing Chimney RESTORATION REQUIRED SURFACE RESTORATION SURFACE TYPE Unimproved ❑Gravel Repaired by City Repaired by Permittee No Damage Found Received by f �i2Mov)r- l/ Phone No 45-7 c� p p 15 J Permit No l n (i 7 Plumbing Final Sewer Excav Other Time By YES NO Asphalt PCC Other Work Order COMPLETE INCOMPLETE (phone person) (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) 10 f� H H H K n (-3 (-3 0 x xro tl) H H to z z H H CI H H l7 tri Cam C) H C 1 -3 3 Cn zo ro 1-3 t=7 H to 0 M x Location Workao: be jnapected Name. of person requesting m spoction Act teas of person.requesting,inspection rc•e one) taming ;Chimney REQUEST Date- vJ,l Time 4 Type of Inspection Sewer und iY��� s �Kl"S4 '.P hii•�� s1 1. r, 4 a?$., INSPECTION 4 Ini¢riec 4 nd_ az CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS INSPECTION REPORT E SURFACE RESTORATION SURFACE TYPE Unimproved OGravel Repaired by City Repaired by Pe•mittee No Damage Found (Continue on reverse side if necessary) 4 R 4-AA Phone No Permit No 9 Plumbing Final Sewer Excav Other Time Received by 1 "Th I i frl ;)t( _1 RESTORATION REQUIRED By YES NO_ Asphalt PCC Other Work Order COMPLETE INCOMPLETE (phone, person) STREET SUPERINTENDENT (DATE) REQUEST 46' 4$ &de' 2 9 "s r••• (Continue on reverse side if necessary) CITY OF PORT ANGELES ,DEPARTMENT OF PUBLIC WORKS INSPECTION REPORT Time 62 Received by A) Locatiori of yy: Ork.tu be inspected /5/.4 fxhe/ioz/-0' 7 Nam Of portion reqUesting inspection I :A.f.hrx:A t .e Address of person requesting inspection i A .1 i 4. 4 TYpe,Of Iri0 appropriate one) i 21r AA AA-A A• -i 4,y SOIk ek, F6und:atiori ,.raniing. Chimney Plumbing Final Sewer Excav Other I 7;A:, 01,„1.i *,..,4,, V?;,fs "t° ;g4/4./ 4 e kt.,1'W.r.- IAA- 13..4f, tij rN§pEcTIQN„ oTE.$ A 1 Ac t ,0431-471i: ov 1 Time ,:l arKS. 2. 7 ••'Inspecteck Date .i,•-..,I' -s•-;':•11 i r -1 err-"V fpiriv.1..7. ...4 2 ,k RESTORATION REQUIRED YES NO SURFACE RESTORATION SURFACE TYPE 0 Unimproved EJ Gravel 0 Asphalt EIPCC 0 Other 0 Repaired by City 0 Repaired by Permittee No Damage Found By Work Order 0 COMPLETE 0 INCOMPLETE Phone No Permit No O C h PAL H ■AC o r' r H C M H 0 '7 H c H c r c 1-4 g o 2 c cr) Z tJ t21 0 (phone person) STREET SUPERINTENDENT (DATE) t A 4 September 1997 Linda Childers Building Permit City of Port Angeles Subject: 4404 Fairmount Ave Dear Ms Childers This letter is to confirm that the applicant Mike Libera has applied for an administrative deviation from the setback requirement for his building permit. The building of this facility will happen without invading the setback requirement of 15 feet on the North side of the property The only item to be constructed in the 1 5 feet of deviation is a paved driveway This request is thus intended as an enhancement to the project to make it significantly easier fn 'he customers to exit the lubrication building Thus, I as the engineer and Mike Libera as the owner both feel that this project can stand and proceed without the deviation. This places the City in a position to be able to issue the building permit without the deviation. We would still want to proceed with the deviation. 't will make a significant improvement in traffic flow that it is worth the effort. Please let me know if there is any further information needed before the permit may be issued Thank you for your assistance in this matter Sincerely Gene H Unger P E Project Engineer cc Mike Libera 95075 PA3.000 Coordinator Deviation from Set Back Civil Structural Management 1401 West 7th Street Port Angeles, Washington 98363 Ofhre Fax !3601 452 -2098 BUILDING PERMIT OWNER /APPLICANT MIKE,LIBERA ;•rt 4 Port Angeles, WA 94360 360/452 -3303 CONTRACTOR OWNER VARIOUS Port Angeles, 206/000 -0000 PROJECT INFO Pr j Value Prj Type Occ Type Occ Group Cnstr Type Land Use CSD PROJECT NOTES FIRE F H OR SPRINKLE BLDG PW ASPHALT TAPERS ON FAIRMOUNT TO JOIN EXISTING°-BASED ON 35 MPH, COMPLETE PRETREATMENT QUESTIONAIRE, INSTALL DRYWELL W /OVERFLOW TO DITCH, ENGINEERED PROFILE FOR CURB /ROAD, DRIVE- WAY 71/2' FROM PROPERTY LINE CITY LIGHT NEED L'AD CALC3 fire sprinklers included in this permit WA 99360 PROJECT FEES ASSESSMENT BUILDING PERMIT $1,137 PLAN CHECK $690 STATE SURCHARGE $4 4 HOUSE MOVING $0 MANUFAC HOME $0 SIGN $0 PLUMBING $69 MECHANICAL $0 $0 $0 Signature of Contractor or A;ithorized Aoent 25 71 50 00 00 00 00 00 00 03 CITY OF PORT ANGELES PUBLIC WORKS BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 S Date Issued 9/02/97 PROPERTY LOCATION 4404 FAIRMOUNT Lot VC ST S39 25'.LTS3 &4BLK 16 Block 21 Long Legal Sub PENN PARK N24 25'LTS 1 &2 Parc No 063008581650 DESIGNER 000 /000 -0000 THIS PERMIT DOES J'.OT REQUIRE A SEPA, SHORELINE OR ESA PERMIT Permit No Conditions ;$150,000 00 SFD UNITS 0 MFD UNITS COMML BLDG SFD SQ FT 0 MFD SQ FT COMMERCIAL Occ Load COMMERCIAL 2,304 INDUSTRIAL 0 GARAGE $0 On $0 00 RADCN $0 00 fire insp $0 00 fire plan ck $0 00 $0 00 $0 00 TOTAL FEE $0 00 AMT PAID $0 00 $0 00 Sionature of Owner (if owner is builder) Date 9884 $0 00 $0 OON $100 00 $48 500 $0 OO C $2,049 96 $2 049 96 1 BAL DUE $0 00 Applicant Staff Date ■RW SANITARY, WATER DWY STORM DRA OTHER Separate Permits are requirei for electrical work, utilities, private and public improvements. This permit becomes nut 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 recuired inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this appIcat en and know the same to be true and correct At 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. IO n c� ry 0 H E H x I< O E D t=J H H to O Q 4H) H H 0 t8 (I 2 H OH Hn' O -1 SENT FOR DEPARTMENT REVIEW ON: 082297 1......../. REVIEWING DEPARTMENT 1 Building [X 1 PW Engineering J Wastewater 3Water 3 Street Polid Waste itight [Fire DEPARTMENT COMMENTS RETURNED 082297 COMMENTS TO SUBMITTER: SUBMITTER RESPONSE DATE: NOTE TO PLAN SURNOTTER: A» plan commenu =qui= written response and/or c.........,.... for permit issuance. Return response with plan resubninal. Approval of ALL, 7.4 departnents required prior to permit issuance. 0 Concept Review 0 Revision 0 Not *probed. Comments returned to subrniner for response and or correction. 0 Final Review other ltr(terievicd by. GARY KENWORTHY CITY ENGINEER X Prelintinuy Review t:3 COMMENT DRAWING OR NO. SPEC. REF PROJECT NAME: LUBRICTION BLDG (LIBRA) by PLAN REVIEW COMMENTS REVIEWING DEPARTMENT FINAL APPROVAL. Date COMMENTS MOVE DRYwELI. OUT OF RIGHT OF WAY I NEED CURB ROAD PROFILE SECTION ROAD TAPER I TRANSITION REQUIRED AT EACH END I CITY STANDARD CURB GUTTER. AND DRIVEWAY I 1 LOCATION: 4412 FAIRMOUNT AVE mamma qvrintuo HIL ao LLIPtfl sna si II saoIxom sxxx NVILI INWID ssaq SUladdId maNnooa amiquotioni aHL eu 3ACX CHECK BY/DATE: A STATUS CODES: U A COMMENT ACCEPTED S C CORRECTION MADE N NO RESPONSE REQ'D PERMIT z� .1 21 August, 1997 Linda Childers Building Permit Coordinator City of Port Angeles Subject: 4412 Fairmont Ave Building Permit Civil Structural Management 1401 West 7th Street Port Angeles, Washington 98363 Office Far (360) 452 -2095 Dear Ms Childers, Enclosed please find revised drawings for the proposed lubrication building to be located at 4412 Fairmont Ave I have gone over the comments presented by various city departments on the original plans and have made changes to reflect a solution for each. These solutions include. •The 5' rear yard setback which is required to be landscaped with 3 to 6' vision obscuring vegetation and non vegetative features similar to residential landscaping This has been accomplished by a 6 cedar fence which will be solid enough to effectively block light and vision On the projec side of the fence will be vegetation consisting mainly of Columnar Juniper or Port Orrurd Cedars •The 15' North side setback is requested to he 13 5 This is because of the tight functionality of the site with the existing foundation location and the turning movements required by vehicles leaving the lubrication building This is felt to be justified in that the entire 13 5 foot buffer will be vegetated on this North side The plan show grass or beauty bark ground cover with cherry plumb trees roses, juniper and other plants The North lot line from the West corner to 10 feet past the 20' Fir tree will have a 6' Ced +r Fence to block light and reduce the minor noise to be a part of this business •The parking spaces have been altered to create eleven spaces so that there are more than required This is a direct effort of the owner to make the lubrication service as easy to access as possible 'Landscaping is now shown on the Site Plan in much greater detail You w" I notice that light glare is being controlled by a Cedar Fence on the West and North property line. Esthetics are being dealt with by the use of many different plants in areas of concern so that the facility will be a very good neighbor These plantings will make the business look better and more pleasing to the neighbors than the previously undeveloped lot. The building is designed so that its appearance is more like a residential building than a commercial building It has eaves a normal pitched roof and normal windows Even the garage doors are crly slightly larger than residential ones. 95071PA1,DOC •The lighting pattern outside the building is aimed at the parking area only The owner does not wish to create light problems The best lighting will be inside the building where it is needed to accomplish the lubrication of vehicles. •A copy of the legal survey of the lot has been presented to the building and planning departments: This shows the necessary information needed by the planing department as depicted in their August 7th letter •The building will have a fire sprinkler system installed This will be designed by a certified designer in the State of Washington The owner is expecting that the fire department will be able to give his designer the flow at the hydrants and the pipe main sizes along with the pressure in the main This will allow the designer to complete and submit a system which will meet the Uniform Fire Code requirements for a sprinkler system in a lubrication facility •A ten cubic yard drywell has been added to the site plan. The intent is to follow the county standard which is also Clallam County's standard with perforated inlet pipe to allow infiltration. •A sign will be constructed at the south end of the planter area next to Fairmont Avenue. This will is e 2 feet by 8 feet with the top not being more thLn 30" above the ground This location is 100 feet from the Residentially zoned land to the West and tt ,e North. •The Fire will separation between occupancies has been changed to allow free movement between the waiting room and the barber Chop This should not effect other aspects of the design. •The man door on the North side of the building has been moved to the West side of the garage doors. This is done to meet the exit spacing requirement of the UBC. It should also help in functionality of the facility I believe this answers all the questions brought forth by the departmental review of this project. Please let me know if there is any further information needed before the permit may be issued Sincerely Gene H. Unger P E. incl. Design Drawings 95071PA1.0OC 2 Project Name: Lubrication Center /Barber Shop Address 44041- Fairmount Avenue Plan #97 -33 -9884 Corn R -1 WeTav3 checked this plan and find that it conforms to the requirements of our codes and ordinances with the following exceptions 1 Under General Notes #1 add 1994 Uniform Fire Code (UPC) OfH H E x 1y hi n 3 A dumpster shall not be located within five feet of 1 1.3 -3 combustible walls or roof eve lines M H H 0 4 Provide fire extinguishers as indicated on the plans The fire H H 0 extinguishers shall be mounted no higher than five feet and H H d plainly visible at. all times 8 5 The existing fire hydrant does not meet the fire flow required 8 H 1 by the 1994 Uniform Fire Code The building constructed will H require a fire sprinkler system or the fire hydrant shall be N 2 Please ensure there are outside address numbers plainly visible from the road Address numbers shall be a minimum of six inches in height and contrast with their background upgraded to meet the minimum required fire flow H t9 E 6 The LPG plumbing and tank placement is required to have a 8' permit from the Port Angeles Fire Department Please have your plumber and LPG installer contact the Fire Department for a ea c"'is permit prior to any work 7 Storage and use of flammable and combustible liquids shall be in accordance with Article 79 of the 1994 Uniform Fire Code NOTE Prior to the Occupancy Permit being the e conditions will be met Reviewed By _4 Date 61 1 1 Q J IRI Building Department 0 Fire Copy FP 22 Page 1 of i PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Date August 11 1997 issued compliance to .4" '14 cr 7 .'1 ‘4 "Viki0V it 4 e-e-4744.74. iteasuna, Signs Storage areas Landscaping Lighting pattern 4404-Fairmount Ave. Zoning Use SEPA ESA Development Standards: Setbacks (front) (rear) Lot Coverage Height Parking (side) TO: inda Childers, Building Permit Coordinator FRO vid Sawyer Senior Planner DATE. 4August 7 1997 RE: CSD ok NA NA ANIUMMINIIIIMINSIg.03.111 INTERDEPARTMENT MEMORANDUM The following Zoning Code requirements have been reviewed by the Planning Department and approved as noted for permit issuance: ok 5 of required 15' rear yard setbback is required to be landscaped with 3 to 6' vision obscuring vegetation and non-vegetative features similar to residential landscaping in the vicinity required due to adjacent residentially zoned property NOT APPROVED 15' landscaped side yard with 3 to 6' vision obscuring vegetation and non- vegetative features similar to residential landscaping in the vicinity required due to adjacent residentially zoned property ok ok 9 parking spaces are required, Public Works to approve design consistent with revised siteplan per setback requirements none submitted ok NOT APPROVED requires a detailed landscaping plan for all non-paved areas and parking areas which includes required setback landscaping and ground cover materials to be ok d by City Light Planning Department: Brad Collins: ext. 4751 David Sanyer ext. 4752. Sue Roberds. ext. 4750 tvz -4 1.7 1.". acurate legal description CD clarification of property lines CD zoning lot covenant and prove of right-of-way vacation. if any of the above items are marked as not approved no permits are to be issued until that item has been approved by the Planning Department. 'feel Planning Department: Brad Collins: ext. 4751, David Sawyer. ext. 4752, Sue Roberds. ext. 4750 i" II BUILDING PERMIT PREAPPLICATION The Building Permit Preapplication must be filled out completely Please type or print in ink. If you have any questions, please call 457 -0411 Ext. 125 Applicant and/or Agent: Bill Rinehart Owner Mike Libera Mini Labe Architect/Engineer. certe H tkger PE Contractor airier PROJECT ADDRESS: F'airttortt Ave vpt .g` LEGAL DESCRIPTION: Lot H 2-4 ,LS` TYPE OF WORK: Residential 0 New Constr. Reroof Multi- family Addition 0 Move Commercial 0 Remodel Demolition 0 Repair Sign BRIEF DESCRIPTION OF THE PROJECT License 4-4/ Block: arc Z/ Labriratictt Center PLANNING USE ONLY Permits Required: Max: Height: Setbacks: Site Plan and Use Approved by ESA/Wetland(s): 0 Yes No SEPA Checklist required? Yes No Notes: Zoning: Date: Other FOR OFFICIAL USE ONLY Date Rec Permit Pre•Ap Complete? Due Approved: 452 -2132 Phone. Phone. 452 -3303 Phone' Phone ZONING Subdivision. E! JNS1 UAAi r COMMERCIAL/RESIDENTIAL: Occupancy Group: S-4 81 Occupant Load: Construction Type: No. of Stories: 2 Lot Size: 13,502 Lot Coverage Existing Lot Coverages❑ 0 /sq. It Proposed Lot Coverage: 2.304 /sq. It TOTAL LOT COVERAGE. 452 -2098 SIZENALUATION• Woodstove 2 .34!) 4 SF S /SF s 1'53 Q Q. 3 Garage SF s !SF S Deck SF S /SF S TOT M. VALUATION S APPROVALS: PLAN BLDG DPW FIRE OTHER Z isq.ft PREAFPLICATION SUBMITTAL: Your appliartion and site plan must be filled out completely to he accepted or review. The Building Division can provide you with more detailed information on the application and plan submittal requirements. BUILDING PERMIT APPLICATION SUBMITTAL: Your completed application, site plan (for additions) and building construction plans are to be submitted to the Building Division. Any addition larger than 500 sq. ft. will need a Preapplication Review 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. Contest the Permit Coordinator at 457 -0411 ext. 125 for assistance. PLAN CHECK FEE Your plan check fee is due at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, this application will expire 1w limitations. The Building Official can extend the time for action by the applicant up IN days, on wntten roquest by the appltcant (see Section 304(d) of the Uniform Building Code, current edition). No application can be extended more than once. i hereby car* that I rove read and examined this application and know the same to be true and correct, and I am authorized to apply for this permit. I understand it is not the City's legal responsibility to determine What permits are required: it remains the oppiicar responsibility to determine what permits are required and to ootain such. Applicant: Bill Rinehart Aett Date: CR /04. psi.C.1DATA \WPi ERSiBLDAPP.FRM PW4102.0. vouNDATtom :4;,;#"' itorfk/Gs' 5 P. A NALL& FixiiaThAnotr DRAINAGE ai i' ROU�Wi ,PLUMB/21Q ,LINCTIGIRLOOR/ SLAB ItGUGH-11-1: .,L*ATER tarts ..,1‘ BACK woll/ VATott C• 115 ttAit.• :iikAitoll* 7 BUILDING PERMIT INSPECTION RECORD CALL 417-481S FOR BUILDII:0 INSPECTIONS. PLEASE PROVIDE A MINIMUM 2. HOUR NOTICE. IT UNLAWFUL TO COVE& INSULA IT OR cy.nvcr.4 ANY WORK BEFORE INS PECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. INErtcriON TYPE SHEAR WALL WALLS RCOF csa.mts DRYWALL T.BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL CHIMNEY WOODSTOVE PELLET DUCTS PW UTILITIES I SITE WORK Divisims) WATERLINE T METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE/ EROSION CONTROL PA.REING OTHER KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE DATE I ACCEPTED I YES I NO I /1-/P c; lumts di 77 9 1:04e 5/2 -to 97 COMMENTS I- 4.1 A Vs i PENAL V6SPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE I l RESIDENTIAL DAIS 1 YRS I NO COMMERCIAL DATE ACCEPTED YES I I no 1 I ELECTRICAL LIGHT DEPT 4174746 I I 1 ELECIRICAL LIGHT DEPT I I I CONSTRUCTION LW IPWi NONEERNO 4174E07 I I 1 CON'STRUCTION RW. E 1 PW ENGINEERING I I I I FIRE IM'ULTUFAM. ONLY) 417 J r 4A, I FIRE DErr I I I I BUILDING 4173a1s f //-7-tit./1 I BUILDING I L COIMMEBME: elc /..);.e/)7 )7 -40-oeti ..7 Af? Life ra it mno.s 4 A l'a o n c t-■ P-C 0 "J r 1-3 C ttl H cr.) 0 ti Z HOC H H t Z C ti t" C H g Pi cfl z 1-3 0 t U. Di Cf. •7 Architect/Engineer: Contractor oriner PROJECT ADDRESS: BUILDING PERMIT PREAPPLICATION The Building Permit Prvapplicatlon must belated out completely. Please type or print in Ink. If you have any questions, please call 457 -0411 Est. 125 Applicant and/or'Agent: Bill Rinehart Owner little Liters Mini Lute per .C:1DATAIWPIKEEPERStBtDAPP.FRM LEGAL DESCRIPTION: Lot t Z u S 4- Block: 2- 1 Subdivision. BRIEF DESCRIPTION OF THE PROJECT Phone: 452 -2132 Phone 452 1X8 Phone- 452-2093 FOR OFFICIAL USE O Date Ree. Pem+it e- Pre•Ap Crmq,tete? Dee Approved: License Phone. 4-4 17_ ZONING L TYtru OF WORKS SIZE/VALUATION 0 Residential t] New Constr. O Rcroof U Woodstove Z .30 4- SF S /SF S U Multi- family 0 Addition a Move a Garage SF /SF a Commercial 0 Remodel a Demolition 0 Deck SF S /SF S ti o Repair o Sign 0 TOTAL VALUATION Wbricaticn Center COMMERCIAL/RESIDENTIAL: Occupancy Group: S-4 131 Occupant Load: Construction Type: No. of Stories: 2 Lot Size: 13,50e Lot Coverage: Existing Lot Coverage50 O. /sq_ ft. Proposed Lot Coverage: 2.304 /sq. ft. TOTAL LOT COVERAGE. Z i E'.OQ /sq.ft PLANNING USE ONLY APPROVALS. PLAN Permits Required: Notes: BLDG Max HeighC Setbacks: Zoning: DPW Site Plan and Use Approved by• Date: FIRE ESA/Wetland(s): 0 Yes a No SEPA Checklist required? 0 Yes 0 No Other OTHER PREAPPLICATION SUBMITTAL: Your app ion and site plan must he flied out compldeh' to be accepted for review The Building Division can provide you with more detailed information on the application and plan submittal requirements. BUILDING PERMIT APPLICATION SUBMITTAL: Your completed application. site plan (for additions) and building construction plans are to be submitted to the Building Division. Any addition larger than 500 sq. ft. will need a Prcapplication Review VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be renewed and may be revised by the Building Division to comply with current fee schedules. Contact the 'ermit Coordinator at 457-0411 ext. 125 for assistance. PLAN CHECK FEE. Your Om check fee is due at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW if no permit is issued within 180 days •1 the date of application, this application will cxpbc by limitations. The Building Official can extend the time for action by the applicant up to 180 days, on written request by the applicant Nee S.'ctio:t 304(d) of the Uniform Building Code, current edition). No application can he extended more than once. I hercby testii& that! have read and eraminrd this application and know the same to be true and correct, and I am authorized to apply for this permit. i understard it is not the City's legal responsibility to determine what permits are required: it remains the applicant's. responsibility to determine what permits are required and to obtain such. Applicant. 13i 1 Rini. art ArSr =it ()//04/97 Date: rte I Io1.o3lrc..9t951 1- l: N 6 perforated Foundation dr sin Ode 300 Gat. Propane tarn Floc Oa v Searra Underground power to he r roe �.4• r 37' 40 23' ID' --4 Property to North Residential Zone Rhododendron ttyp) j CxIStV.0 20' Fr tree o? Property t,In Parking P K;ng Parkon.^, e Asphalt Pavement 25 UDr IC a tion Building Asphalt Pa 103.06 Notes: Parcel 13,494 M-30-08-581650 00297 Acres Area sq. Proposed Building ground econd floor 36 x 14 2304 04 sq. ft. Total Floor area 2808 sq. Ft. Zoning' CSD (Community Shoping District> Parking 3 sciaces plus one per bay \i 103.73' 25' 5-. 3 0 .r n r 2( .v .May'n00a TaneI SHIL 30 xi.I SHS O 3na sI II 'SOIILOM SIHIL N V ILZ Sg 'I SS I sUtaddV axa ooa a ma c Stoddard mab. 6 e t c at drW drops Type 1 Ctch bead L vats Sarr b CI 5/8 s for load 3/8'{ senate tar Gty co tip errs t:nG Iw.r Power Pole Fre itIydrant_ .2' c,,a .e9 Pi ae r ase Ca4eh Dos+ �wC to{ tarstlne ve. t4 f A 2.1 it xnr, 1.14Lnurl.umzu uVeW &NT APPEARS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT u r a. 02 M/2 10■ I\.M n i 0 Sc 1 S 9 n 0 L ,e pat' t:. 0,--v .i..�� Ntt1.LN b1 c1 P' e 4 4 ..O:: SI SNO :SISOd SDY; .3 JO ADYH(DDY 3N.L (3ZTY.SNI aH.L 2 WI L 3H1 J.I'II.LA 3N JO NOISY: OT 3SYWIXC %iddV 3HS t OHS O.L a3C 3.LNI SI d 7W SIH.L .46(' r`. OZ•Q 04 rd rN 6 c 01 'M 'J Z k V 7 m Z C In 1Y1M15 I9 Fav 4 (.4•0 aom SON NYld 4,1,1 ca O VA i i _7J „owl 91 LI 91 ;1 P1 V I IF THE MICROFILMED DOCUMENT APPEARS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT -17 rid a z. Nazi 101 AN 9 L3 /2 '3Z 7 Y .8 L 9 NMINnO.i 'ami inN1VM 'a I I te M '3 vos C 1,2 YV1. 4L '5 .-r Ipz t OS 911 q.CL/ D t A IMS SON NY14 14.001M/d VIIONIXTNN3d 17,,OZ,,fmagn BUILDING, PERM! I I SITE REVIEW AND PLAN (III;t ItI,IS "I' COMM ENT 2. Sewer Service O Backflow preventor if lover than street elevation O Pre Treatment Ordinance conditions? 3. OR Street Parking Requirements O Required Number of stalls is: Number of stalls orovided are: 4. Condition of road providing access to site S. Driveway openings to structure and location ISSUE V. Water Service to sinews Baekflow preventor` O Sprinkler system for yard O Sprinkler system for rite protection O Pressure- Reducine.valve 6. Site Drawings 7. Clearing and Drainaee Provisions S. Storm Draina,e servicing site 9. On site storm drsinaee 10. Other Requirements: Variance CUP O SEPA/ELS Shoreline Manangement O Air Pollution O Fisheries O Wetlands O flood Plain Other 11 Special bopections: 12. Short Plat or land use conditions: ti 13. Health Denartment 14. Metrical Reviews IS. Solid Waste Collection reviewed 16. PLAN CHECK BY PLAN CHECK SERVICE. AND DATES. 17. BUILDING PLAN CHECK BY AND DATE. PHYSICAL REVIEW OF SITE BY AND DATE: CITY ENGINEER REVIEW AND DATE: FIRE DEPARTMENT REVIEW AND DATE. LIGHT DEPARTMENT REVIEW AND DATE. PLANNING DEPARTMENT REVIEW AND DATE BUILDING OFFICIAL APPROVAL TO ISSUE PERMIT. PLANS RECEIVED ON. PERMIT ISSUED PW- 1102. 112 I A Gt.ti /1�A nom Cole U DATE. DATE. DATE 5 I SIGNATURE. INITIALS. I INITIALS. /Jolt 10 C3 H H H i-3 H tsj 0 I n H H HOd 0 H H H e no 0 1-4 OHx n H H fA 1:1 bff O� rt 2 4 N 03 fA Y 7. Sanitation: O Rest room Requirements 0 Plumbing Layout 0 No. of fixtures O Area of room. O Grease Trans S. Exha (Ch. 33) Stairways (Ch 33) O Attic access (32051A 0 Underfloor access (25161C12) O Roof access ("3306(011 9. Floor Area (Tb1. S-C) O Number of floors (isle 5 -D) 0 Height (Tbl 5-D. Zoning Code) BUILDING PERMIT .�,r SITE REVIEW AND PLAN CHECKLIST PROJECT Address of Project: 4—.441 4- FAf raj J T' n Leal Description of Project._ �C lCnS 6 e.... I 1 a y�NN �.�1r V4.-4.� Name /Contact Person: 'Bit r R, tim1-t FA -FAT f'hnnc Number• 2 2—1 73 7., m ect Description, L. 0 15F .k1TE. z New Construction Addition /Alteration Valuation of Constiuctitgn:$ Building Plan Check Fee:S Permit Fce:S ISSUE i I. Zoning ner Cite Ord. d- S 7 Occupancy Group (Tbl 5 -A. Ch. 5.12) 13. No. of units Sd1-r 1 i 4. Trot of Constriction rCh. 17.221 VA/ S Property setbacks (Zoning Code and TbI. S -A) O Lot size I's SO2 sq. R. O Building coverage 2.1t04-. sq. ft. of tot Coverage s_ 0 6. Fire Resistive Separation (TM. S -B, Ch. 43) I Draft Stops O Fire Dampen (UMC 1006, 2004(C!) O Fire Ext. Systems (Ch. 38) O Alarm Ordinance 2145 0 Fire Hydrants O Combustion (Smoke) Detectors 6a. Fire Resistive Requirements: 0 Exterior Walla O Interior Walls O Floor/Ceiling Ceiling/Roof 10. Occunanr Load .11.1. 33 Al II, Litht it Vemitstton '('h 3•I2 Section 051 12. Doors. hasdwarc, sign .-tndows 11204. Section 05) PLANS RECEIVED ON COMMENT I ISSUE 14. Heatinr System 15. Other Hazards, veil, openings, shells. stairways. deck.) 16. Hood and Duct System 17. Woodatoves and Chimneys IS. Structural: Soil conditiona/slidc area foundation de ign Reg. Architect original signature on all sheets O Engineer s Sumo as necessary IS Construction: O Footings/Reinforcement O Wall✓ b kta/onry/Reinforeement O Pads Bunts Floor O Roof O Floor Joists la floor O 2nd Floor Ceiling Joists O Patten O Trusses b Headers O Studs O Walls Sheathing Exterior Siding O Roof Sheathing O Assembly and rating 20. Ventilation: O Foundation O Roof O Laundry O Kitchen 2t Insulation Floor, O Walls O Ceilings O Glazing O Duets 22. Interior Finish: O Restroonu O Corridors. stairways O Dropped Ceilings O Furred Snseea I 23. G.raees /Csrnor., anachrNdct.ehcd 24. Signs P-114) 1 08 COMMENT 25 Barrie Free Design O boon Corridors O Parking Stalls and ignagc O Building Acce I 13. Enerr, Code Plan Review I I 26. Address Number a structure 1 1 17.22.010 17.22 050 Chapter 17.22 .z. ASPS tine: p (`(IMMUNITY SHOPPINt1J?ISTRICT 17.22.010 Purpose. 17.22.040 Permitted Uses 17.22.050 Accessory Uses. 17.22.160 Conditional Uses 17.22.200 Development Standards. 17.22.210 Off Street Parking. 17.22.220 Signs. 17.22.230 Design and Landscaping 11,22.1)1Q_Eurpose This is a commercial zone oriented primarily to those businesses serving the immediate needs of the surrounding residential zones but is slightly less restrictive than the CN zone and as such provides a transition area from the most restrictive commercial zones to those of lesser restrictions (Ord 2861 §1 (part) 3/17/95 Ord 2797 §4 2/11/94) 17.22.040 Permitted Uses A Art galleries and museums B Bakery shops. C Banks financial institutions, insurance and real estate services offices. D Barber shops, beauty shops. E. Business colleges, music, art, and dance schools F Business and professional offices G Child day -care centers and pre schools H Churches. 1 Delicatessens grocery stores supermarkets 1 Drug stores, pharmacies K. Hardware stores L. Libraries M Medical /dental offices and clinics and laboratories N Public parks and recreation facilities O Repair services, such as appliance repair shoe repair and TV and stereo repair services P Residential uses permitted in the CN zone at the RHD density allowances Q Restaurants, cafeterias R Self- service laundries S Service Stations T Specialty shops gift, florist hobby annque, candy ice cream, video rental U. Taverns and cocktail lounges. (Ord 2861 §1 (part) 3/17/95 Ord 2797 §4 2/11/94) 2/97 t �C y 4 x H 0 rn H O H H H C7 H H to 0 H Applicant: Elj< r 1 C_ ADA Owner ,5 fl d.l Is the proposed use listed as a "permitted use" or an "accessory u c" in this zone? Is this the only use (business, residence, eta) on this site? Has there ever been a subdivision, shortpiat, or PRD approved for this site, or has one been submitted and is pending approval? Does the proposed use require a new buisness license? Does the project extend into any required setbacks or cross any lot lines (interior or Does the project exceed the the allowed lot coverage in Does zone, ect require any additional parking or special designflandscape improvements Does the project eliminate any existing pig spaces? Is the project located within 200' of the shoreline? Are there terry environmentally sensitive areas on or within 200' of the property wetlands of areas of standing water (year round or seasonal); streams (year round or seasonal); areas with a slope of 40% or greats or areas that have evidence of past ground movement or erosion? Have all thete quired submittals been provided by the applicant? rte Plan 0:Construction Drawings C2I r Plan Q Civil Drawings Cale a Supporting Eagr Cale 'ghting Plan 0 Other the dsforinatfonprort ,dabove is true :edit. best ofmyknowledge, I understand that'in•the event that any of this information is determined b3' the'City to be incorrect, this project will be stopped until such time the City determines the correct information is provided and any subsequently required review and apprrnn& are completed and granted. t V Q('1.b f 't mint Permit Categor'• q (see reverse side) fluilding Permit Rotor to: 0 13D D CC 0 FD OLD 0 PD 0 PW 0 File 0 Other Staff initials as 1 r+.80r+e"lamas City of Port Angeles Applicant Project Review Sheet em itted height allowance or cause the property to exceed s zone? Property address: 4 4-0 4- E, .Er&n &.r Proposed use: (l4 L1 'R Zoning: (::S NON At_ 1 Planning Department review is required, the processing time may be extended. If it is determined a separate Planning rent permits) is needed the Planning Department permitis) must be approved prior to the issuance of any other permit. CY g t es: ok tf vet: ok 0 yes: requires PD iew yes: requires CC review O Yes: requires PD review O Yes: requires PD _review Q jcs: requires PD review yes: requires PD review O yes: requires PD review O yes: requires PD review 0 yes: ok Master Tracking k O no: requires PD review O no: requires PD review D no: ok O no: ok �1 ok El -rfo ok O no: ok C7 no: ok ok 0 do ok O no' mark required itctnts) Data Completion of this form is required for all category l b. 2 3 pe rmits. Completion is not required for category la permits unless they result in a potential change of use or occupancy.