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Home My WebLink About4402 Fairmount Ave - BuildingLinda Pangrle From Linda Pangrle Sent: Tuesday April 05 2011 8 30 AM To Ken Dubuc Subject: C of O Hi Ken, FYI You no longer need to do an inspection for C of 0 #11 151 for the Twisted Bean espresso stand at 4402 Fairmount Ave Jim Lierly told me the property is in foreclosure Linda 1 Check one. New business in P.A. ?liChange of ownership only? Moving'Iocation from within P.A.? Zoning FP 71,1\ k t ,Piuk, 44 .F,;I- A%✓Q.• Mailing address ArvtE n Opening date Days hours of operation Business owner's name., TCL ct (e r Contact phoney° JG_- Business owner's address g cS" t4 Brief description of business ESr e.s5b 1 Property owner's name 141 ICF. L( bP.I(rt ontact phone 3&0- 7 S/„ 4 Property owner's address /contact i 1 I BUSINESS NAME Business address Phone number BUILDING DEPARTMENT phone 417 4815 Is the business a restaurant or bar that will seat 50 or more people? Yes No`, Construction changes planned (moving walls adding /enlarging windows or doors roofing siding foundation work, adding /altering stairways ramps bathrooms electrical heating /cooling /ventilation systems etc) Work planned FIRE DEPARTMENT phone 417 4653 Changes to a fire sprinkler system or fire alarm system? Yes No Work planned PBIA (Parking Business Improvement Area Downtown) phone 417 4623 Square footage of business? Is business moving within the PBIA? Yes No CITY CLERK phone 417 -4634 CERTIFICATE OF OCCUPANCY APPLICATION Permit Permit# -15I S A C 1D� ES tz CITY OF PORT ANGELES Attn Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 1\17/ Second -hand dealer /pawnbroker business? Yes .No Will there be dancing at this business? Yes NoA A City of Port Angeles Business License is required for Taxi, Peddlers, Second -Hand Dealer Pawnbroker Dance; Hotel- Motel, Fireworks, Ambulance, and Tattoo Businesses. PLEASE PRINT IN INK Page 1 of 2 Certificate Inspection 100 Parking Business Improvement Area (PBIA) fee .charged forpoitinfownlocafions Bldg approval by Fire approval by PBIA notified City Clerk.approval by on on 9" /Z /7 5'8 on on COMMUNITY ECONOMIC DEVELOPMENT phone 417 4750 Number of off street parking spaces available for employees and customers? (A parking plan may be required.) Signs? (wall- mounted, freestanding projecting awning, A -frame etc Signs planned. J 1e c. PLEASE NOTE: NO flashing intermittent, or chasing signs are permitted in the City of-Port Angeles. PUBLIC WORKS DEPARTMENT ENGINEERING phone 417 4812 Is site work planned (new or re- located sewer or water service excavation grading or filling work in City right -of -way new driveway openings, site drainage parking lots downspouts, irrigation system backflow devices, etc.) Yes No\ Work planned PA/ eg" t-- 01'\,7 Via .OV119.—. �J C) PUBLIC WORKS WASTEWATER phone 417 4845 Will waste other than domestic household waste, be discharged into the sewer system? Y If yes, what will be discharged. tat,. eSQ e' 'V> YI' Ctt -t_.vr c 4 Si ri CI.Q Y' e0. h 1t Aryl I Date P/``' Print Name Call for Certificate of Occupancy inspections BEFORE opening business. Building Department-Inspection- 417 -4815 Fire Department Inspection 417 -4653 Please sign up for utility services at the cashiers' counter I hereby apply for a Certificate of Occupancy I acknowledge that have read this application and state that the information I have supplied is correct to the best of my knowledge Incorrect information may result in revocation of permit. 14 4 T1Forms\Building Division \Certificate of Occupancy Application (2010).doc Page 2 of 2 CED approval by on PWE eppmyal by PV /Vv Crp j1.4. e Pt PWW approval by Le_ e Signature /4 1 f 14 on No G :e a FIRE DEPARTMENT phone 417 -4653 Changes to a fire sprinkler system or fire alarm system? Yes No Work planned Square footage of business? CERTIFICATE OF OCCUPANCY APPLICATION Permit# iI 5 t CITY OF PORT ANGELES Attn. Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Is business moving within the PBIA? Yes No L CITY CLERK phone 417 -4634 Second -hand dealer /pawnbroker business? Yes No' Will there be dancing at this business? Yes Noyi A City of Port Angeles Business License is required for Taxi, Peddlers, Second -Hand Dealer Pawnbroker Dance, Hotel- Motel, Fireworks, Ambulance, and Tattoo Businesses. Page 1 of 2 PBIA (Parking Business Improvement Area Downtown) phone 417 -4623 S'2,e Gov �ervvvt i• FEES Certificate Inspection 100 Parking.Business Improvement Area (PBIA) fee charged for'Downtown`Iocafions PLEASE PRINT IN INK Check one New business in P.A.? Change of ownership only? Moving location from within P.A.? L Zoning V- 5 1P BUSINESS NAME T )1 4e4 .P. at/t., Business address 1 -1 1 4 6 Z rig; r wino cn+ A e-, Mailing address A evte Phone number Opening date Days hours of operation Business owner's name,, TCIi/ VIA(C(„.. (eV Contact phon �or9 biz /7 5'8 Business owner's address 3(4 Lc,. ZTli cam` t4 Brief description of business EST rt.s56 91-a-hi4 Property owner's name 1 Lto_ L t bAlie ,contact phone 3(0 Z L S 7—Sat. Property owner's address /contact e� K ri BUILDING DEPARTMENT phone 417 -4815 Bldg approval by Is the business a restaurant or bar that will seat 50 or more people? Yes No Construction changes planned (moving walls adding /enlarging windows or doors roofing siding foundation work, adding /altering stairways, ramps, bathrooms, electrical heating /cooling /ventilation systems etc) Work planned N /ft Fire approval by on PBIA notified on City Clerk approval by on on COMMUNITY ECONOMIC DEVELOPMENT phone 417 4750 Number of off street parking spaces available for employees and customers? (A parking plan may be required Signs? (wall- mounted freestanding projecting awning A- frame, etc Signs planned. tf� (net et e (t S'AIAc1 LJcc .�7 b �dJ✓ J f 11� PLEASE NOTE: NO flashing, intermittent, or chasing signs are permitted in PUBLIC WORKS DEPARTMENT ENGINEERING phone 417 4812 Is site work planned (new or re- located sewer or water service, excavation grading or filling work in City right -of -way new driveway openings, site drainage, parking Tots, downspouts, irrigation system backflow devices etc.) Yes NoA Work planned P)4e r t ktIna Gtcn'ii PUBLIC WORKS WASTEWATER phone 417 4845 Will waste, other than domestic household waste be discharged into the sewer system? Y If yes what will be discharged. eSpe S. lvtacGL 4 Si r1 Car -e-4AA-9 h $'f -a 1 t.ori �1)) Call for Certificate of Occupancy inspections BEFORE opening business. Building Department Inspection 417 -4815 Fire Department Inspection 417 -4653 Please sign up for utility services at the cashiers' counter I hereby apply for a Certificate of Occupancy acknowledge that I have read this application and state that the information have supplied is correct to the best of my knowledge Incorrect information may result in revocation of permit. Date Print Name /4-m e Signature T \Forms\Building Division \Certificate of Occupancy Application (2010).doc Page 2 of 2 CED approval by Lae on 7 1 1A_.,C) .,1u 1-U_ Y, 7 1 r\ c—&---- (P.44 z o the City of Port Angeles. PWP .onnrntr l hy PWW approval by I t An on No c am (2/15/2011) Linda Pangrle Twisted Bean C of 0 permit #11 151 From. Linda Pangrle To Jeff Young Date 2/15/2011 1.31 PM Subject Twisted Bean C of 0 permit #11 151 Attachments: Twised Bean C of 0 #11 151 pdf Hi Jeff Attached is a Certificate of Occupancy for an espresso stand They state that they already have a grease trap Please let me know when you have approved this C of 0 application and are ready for me to issue the C of 0 Thanks Linda Page 1 CERTIFICATE OF OCCUPANCY APPLICATION Permit 11-15( BUILDING DEPARTMENT phone 417 -4815 FIRE DEPARTMENT phone 417 -4653 Changes to a fire sprinkler system or fire alarm system? Yes No Work planned Square footage of business? Is business moving within the PBIA? Yes No CITY CLERK phone 417 -4634 CITY OF PORT ANGELES Attn Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 ,=1, Iti f &Kit Second -hand dealer /pawnbroker business? Yes No Will there be dancing at this business? Yes NoA A City of Port Angeles Business License is required for Taxi, Peddlers, Second -Hand Dealer Pawnbroker Dance, Hotel Motel, Fireworks, Ambulance, and Tattoo Businesses. Page 1 of 2 100 PLEASE PRINT IN INK Check one New business in P.A.? C of ownership only? Moving location from within P.A.? Zoning C BUSINESS NAME —Lill S I Business address 4402- F4∎ r wink) in+ Ave Mailing address 'S elitE Phone number r, Opening date Days hours of operation Business owner's name,, T LONSA/C{ c ep" Contact phon e `3'/z /7 5'8 Business owner's address ,3 f' Z Sfr Y4 Brief description of business EsPr.SSo 9i ,1 Property owner's name 1 kP. L ontact phone 3(c()^ 4-S 7 -5 Z. Property owner's address /contact ((p 0.u) or P k A /A Bldg approval y ,l4 g Is the business a restaurant or bar that will seat 50 or more people? Yes No PBIA (Parking Business Improvement Area Downtown) phone 417 -4623 See .A\B\ O ES 12 4 b Certificate Inspection Parking Business Improvement Area (PBIA) fee charged for. Downtown locations PBIA notified Construction changes planned (moving walls, adding /enlarging windows or doors roofing siding foundation work, adding /altering stairways, ramps bathrooms, electrical heating /cooling /ventilation systems etc) Work planned r X /I ft 4.►ht./ AIy v h Fire approval by on City Clerk approval by R on 2 'I 1 1 d O 3 COMMUNITY ECONOMIC DEVELOPMENT phone 417 -4750 Number of off- street parking spaces available for employees and customers? (A parking plan may be required.) Signs? (wall- mounted freestanding projecting, awning A -frame etc Signs planned: Actutc 450 J PLEASE NOTE. NO flashing intermittent, or chasing signs are permitted in the City of Port Angeles. PUBLIC WORKS DEPARTMENT ENGINEERING phone 417 -4812 F. t, Is site work eland (new or re- located sewer or water service, excavation grading or filling work in City right -of -way new driveway openings site drainage parking lots, downspouts irrigation system backflow devices, etc.) Yes NoA Work planned T \Forms\Building Division \Certificate of Occupancy Application (2010).doc Pi e I tea cl.O c_ PUBLIC WORKS WASTEWATER phone 417 -4845 a 7 42-e fi.5 Will waste, other than domestic household waste be discharged into the sewer system? Y If yes what will be discharged v -p esfy hAacttw► c 4 Si r'1 Ci Lr cL r h s'f`a 1 r Date /_fi PrintName 4 a r L P Page 2 of 2 CED approval by 5K on 2.-041. PWE approval by KV on 2 15' 1 PWW approval by 3 4 2-2_341 WA (A vne_ he i v►s oK g_ 41, S Call for Certificate of Occupancy inspections BEFORE opening business. Building Department Inspection 417 -4815 Fire Department Inspection 417 -4653 Please sign up for utility services at the cashiers' counter I hereby apply for a Certificate of Occupancy I acknowledge that I have read this application and state that the information have supplied is correct to the best of my knowledge Incorrect information may result in revocation of permit. r Signature /at-A..1 r No y r, a t_ r11. :1 4 :a. ul 1%3 Clallam County Assessor Treasurer Property Details 64171 MICHAEL A LIBERA Page 1 of 5 Clallam County Assessor Treasurer Property Search Results 64171 MICHAEL A LIBERA ET AL for Year 2011 2012 Property Account Property ID Geographic ID 0630085816500000 Agent Code. Type: Real Tax Area. 0010 PA 121 PORT ST CNTY H2 L WMP Land Use Code 66 Open Space N DFL N Historic Property N Remodel Property N Multi- Family Redevelopment: N Township Section: Range. Location Address: 4404 FAIRMOUNT AVE Mapsco PORT ANGELES WA Neighborhood Cycle 4 Comm Map ID Neighborhood CD' 20950140 Owner Name MICHAEL A LIBERA ET AL Mailing Address. 4404 FAIRMONT AVE PORT ANGELES WA 98363 -9514 Taxes and Assessment Details Property Tax Information as of 02/15/2011 64171 Legal Description. PENNSYLVANIA PARK ADDITION S45 75 VAC FOUNT ST ABTG LOTS 3/4 B16& N24.25' LTS 1 &2 BL 21 SUR V30 P81 Owner ID 37100 Ownership 100.0000000000% Exemptions. Amount Due if Paid on NOTE. If you plan to submit payment on a future date make sure you enter the date and click RECALCULATE to obtain the correct total amount due First Second Half Half Base Base Year Statement ID Taxing Jurisdiction Amt. Amt. Penalty Interest Base Paid Amount Due 2011 158242 ST SCH STATE SCHOOL $90.22 $90.22 $0 00 $0 00 $0 00 $180 44 2011 158242 CC -GEN COUNTY CLALLAM $49.81 $49.80 $0 00 $0 00 $0 00 $99.61 2011 158242 SD #121 SCHOOL DISTRICT #121 $117 94 $117 93 $0 00 $0 00 $0 00 $235 87 2011 158242 CITY PORT ANG CITY OF PORT ANGELES $114 98 $114 97 $0 00 $0 00 $0 00 $229 95 2011 158242 PORT PORT OF PORT ANGELES $7 01 $7 01 $0 00 $0 00 $0 00 $14 02 2011 158242 NTH OLY LIB NORTH OLYMPIC LIBRARY $20.89 $20.89 $0 00 $0 00 $0 00 $41 78 2011 158242 HOSP #2 HOSPITAL #2 $20 45 $20 44 $0 00 $0 00 $0 00 $40.89 2011 158242 WSMET PK DIST WILLIAM SHORE MET PARK DIST $6.22 $6.21 $0.00 $0 00 $0 00 $12 43 2011 158242 CITY_STORMWATER CITY STORMWATER $36.00 $36 00 $0 00 $0 00 $0.00 $72.00 2011 158242 WEED_CONTROL WEED CONTROL $0.82 $0 81 $0 00 $0 00 $0 00 $1 63 2011 158242 TOTAL. $464.34 $464.28 $0.00 $0.00 $0.00 $928.62 2010 46541 ST SCH STATE SCHOOL $92 15 $92 15 $20.27 $18 43 $0 00 $223.00 2010 46541 CC -GEN COUNTY CLALLAM $49.03 $49 05 $10 79 $9 81 $0.00 $118.68 2010 46541 SD #121 SCHOOL DISTRICT #121 $119 36 $119 36 $26.26 $23.87 $0 00 $288.85 2010 46541 CITY PORT ANG CITY OF PORT ANGELES $113.54 $113 54 $24 98 $22 72 $0 00 $274 78 2010 46541 PORT PORT OF PORT ANGELES $6.89 $6.89 $1.51 $1 38 $0 00 $16.67 2010 46541 NTH OLY LIB NORTH OLYMPIC LIBRARY $14.25 $14.25 $3 14 $2.85 $0 00 $34 49 2010 46541 HOSP #2 HOSPITAL #2 $20 12 $20 11 $4 43 $4.02 $0 00 $48.68 http. /websrv8 clallam .net /propertyaccess /Property aspx ?cid =0 &year= 2011 &prop_id =64171 2/15/2011 PREPARED 2/04/11 8 13 42 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/04/11 ADDRESS 4402 FAIRMOUNT AVE SUBDIV TENANT NBA THE TWISTED BEAN CONTRACTOR PHONE OWNER LIBERA ET AL MICHAEL A PHONE PARCEL 06 30 08 5 8 1650 0000 APPL NUMBER 07 00001246 COMM NEW CONST PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 2/04/11 PLUMBING ROUGH IN TIME 09 00 February 3 2011 4 44 49 PM 1pangrle MIKE 457 5662 HE DIDN T SPECIFY WHAT KIND OF INSPECTION HE WANTED PLUMBING ROUGH IN ESPRESSO STAND MORNING COMMENTS AND NOTES R' lktmm Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 8 X 16 FREESTANDING ESPRESSO STAND Owner LIBERA ET AL MICHAEL A 4404 FAIRMONT AVE PORT ANGELES Qty Unit Charge Per CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 WA 983639514 BASE FEE 1 00 7 2500 ECH ME VENT FAN T Forms /Building Division/Building Permit (10 /01 /07).wpd 07 00001246 472200 4402 FAIRMOUNT AVE 06 30 08 5 8 1650 0000 THE TWISTED BEAN COMM NEW CONST COMMUNITY SHOPPING DISTR 10000 Contractor OWNER Structure Information 000 000 FREESTANDING ESPRESSO STAND Permit BUILDING PERMIT COMMERCIAL Additional desc 128 SF ESPRESSO STAND Permit pin number 114132 Permit Fee 207 75 Issue Date 4/10/08 Valuation Expiration Date 10/07/08 Plan Check Fee Qty Unit Charge Per BASE FEE 8 00 14 0000 THOU BL -2001 25K (14 PER K) Permit MECHANICAL PERMIT Additional desc ESPRESSO STAND Permit pin number 119396 Permit Fee 57 25 Plan Check Fee Issue Date 4/10/08 Valuation Expiration Date 10/07/08 Date 4/10/08 135 04 1 00 0 0 Extension 95 75 112 00 00 0 Extension 50 00 7 25 Permit PLUMBING PERMIT Additional desc ESPRESSO STAND Permit pin number 119388 Permit Fee 93 00 Plan Check Fee 00 Issue Date 4/10/08 Valuation 0 Expiration Date 10/07/08 Qty Unit Charge Per Extension BASE FEE 50 00 2 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 14 00 '\-s' 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 on File 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 AND ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. ELECTRICAL LIGHT DEPT INSPECTION TYPE DATE FOUNDATION• FOOTINGS SHEAR WALLS WALLS I FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDERFLOOR /SLAB I ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE 1 FINAL DATE ACCEPTED BY. BACK FLOW WATER AIR SEAL I WALLS CEILING FRAMING I JOISTS GIRDERS I SHEAR WALL/HOLD DOWNS I WALLS ROOF CEILING I DRYWALL (INTERIOR BRACED PANEL ONLY) I T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY FINAL DATE ACCEPTED BY. COMMERCIAL HOOD DUCTS I MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT N's PARKING /LIGHTING LANDSCAPING RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 4750 BUILDING 417 4815 T Forms /Building Division /Building Permit (10 /01 /07).wpd BUILDING PERMIT INSPECTION RECORD SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED I YES 1 NO 4174735 ELECTRICAL LIGHT DEPT ACCEPTED COMMENTS YES 1 NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT 1 PLANNING DEPT I BUILDING I I 1 I I I I I I 1 I i_ CITY OF PORT ANGELES UTh DEPARTMENT OF COMMNI DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 07 00001246 Date 4/10/08 Application pin number 472200 Qty Unit Charge Per Extension 1 00 7 0000 ECH PL- EA INSTALL WATER PIPE 7 00 1 00 15 0000 ECH PL- EA BLDG SEWER 15 00 1 00 7 0000 ECH PL- EA WATER HEATER 7 00 Special Notes and Comments A minimum 2A 10BC fire exinguisher is required Extinguishers must be mounted with the top no more than 5 off the floor Suggested extinguisher placement is adjacent to an exit December 14 2007 5 11 47 PM sroberds Needs readable site plan with dimensions! March 25 2008 5 38 37 PM sroberds The proposal will result in an espresso stand activity on property where the primary use is an auto lute business Placement shall be as shown on the site map submitted 3/18/08 as approved by Public Works On site parking is provided Electrical load calculations and electrical permits are required Electrical inspector must review Espresso Stand metering configuration December 4 2007 3 34 23 PM gmclain 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 January 18 2008 12 33 52 PM rbecker I need to look at the espresso machine to see if there is an air gap or if it needs a backflow assembly When you get the espresso machine in place please call Ron Becker at 417 4886 then we can make that determination Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 358 00 358 00 00 00 Plan Check Total 135 04 135 04 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 497 54 497 54 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) 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 I ACCEPTED COMMENTS FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL 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 417 -4735 CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 I FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T Forms /Building Division /Building Permit (10 /0I /07).wpd BUILDING PERMIT INSPECTION RECORD 1— LI I I 71,U YES 1 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 1 NO Q N 3 0 0 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W N V PW ENGINEERING 1 I 1 FIRE DEPT V.Ar"I I SL I I I PLANNING DEPT yy 1 I 1 BUILDING LI I 1 1 March, 2008 AGREEMENT 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 Libera parcel number 063008581650 Libera address 4404 Fairmount Avenue, Port Angeles, WA. 98363 Rigg parcel number•063008582100 Rigg address 4412 Fairmount Avenue, Port Angeles, WA. 98363 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 nght -of -way which is the southernmost piece of these two pieces. It is further agreed that any expense of design, material 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 in the future. Also, if any repair or modification shall be done at any time in the future, it shall be at the City's expense. Signed by Owners/Parties to this agreement: Mike Libera 316 Power Plant Road Port Angeles, WA. 98363 Jon Rigg (-e9(1,e N c NUM Trees "getWI olus other plants. Existing 18' Fir Tree Existing Fence be removed, Coturner ,Anpr or Port Orford Cedars, ound pipe 4' pe-forated i 23' FP— Jb' --I fation oi 'air Floor Drain 500 Gal, Propane Tank Proposed 6 Solid Cedar Fence On property sine Underground power to here Rhododendron Flow mg Cherry Tree lotesi Proper to North P4.- Zone Existing ryclone Fence -enalr Existing V egetati OR 4 i 0 ,y51 AZ.;J.f.AtelprtiObil.BrAfiAT 0 I Grasstbrairt 6 37' Parking Parking Parking Parking Lutorication Building 73 (5) 64 fl Farce No 06-i0-08-581650 Area 13,4-4 sc ft or 0.297 Acres Proposed Building ground :oar 36' x 64' 2304 .second f our 36' x 1 50 so' Total f'oor area 2808 sq. ft 7oning CD (Cnvirnunii Shopping Dis Par-'r gi 3 spaces plus one per bo.y Providing Eleven (.1.1.) S t 'ocks r cot-r basins during con. 0 00 t Pa verren+ i --House e 4314 Fairnount Ave i i 1 i i Proposed 6 Solid Cedar F1 1 Existing 20' fir tree on Troper:?/ E?thrtIng Veportaton I rin.....-- ,5-A-- Asphol.± vernert r 103,86 Ground Cover J iniper 4) 25'\ ED 0 L L r P4 Extend CLAN/ r 40' to allow Toper Asphal+ All taper end of pipe Tree —Roses Cherry Ground i cover Junipers, Type 11 Catch basin existing dr'vew‘iy cuvert 6 Standard via,kway Behind city Standard Curb, 6 thick i at dive drops, 2' Mdel by 4 1p excavatiom !nstal perforated drain at bottom and .ght Une abo-/e for down spouts route vo catch basin at ditch Un" Backfil. with drain rock. 6 inch concrete over for driveway OR Water Separator VOTh grate Water Service Cerqice For 7 Ire Sprinkler System. (1) 5/e, sub. service for building (meter> City to the existing line op of Curb Elevation same oS centerline Fairmount 4 high, foundation or retaining wU Sew DTTilde drop ne must not Inter+ ear with ladder T el eiAn one Power; Poe 2/x8' sbi within 30' residentia 100' f 12' Culvert Pipe F e Hycirdnt Curb Inlet UR Water cieperator and 10 Cu, Yd, Dry WeU Add coUarslfor inlet grate grade Type Catcr I Basin 5' gravel sPe talk taper both- ends. Pavement Taper Botn ends 60' 2:-e2 /le v 'e2e? EXPIRES. 3/17//e) I I Revisions' Avo.'97 -off•rs Avce97 rwld tdEllf•R WWI drainGtO OCt L 6 J nc,& h'ar CO cr c) co cu co CU co cr CD I s T:■ C c j 0.) _C -C (1) (1.1 0 L Lai .-O CL El cu (7) 4' i73 Scalet 1'=20' Job' 95071SPa Date' March200E Sheet 0 co co of 3/ 7.40.2008 City. Of Port Angeles Attn Roger yeSS W1 Street pott. Angeles WA, 9062 -Subject: -'Nlikel,ihera Parcel No '0630.088.1650. D'ear Mt Rbger 'Thank you kir yOurletterOf 3 Aftached;is aleyised,site.01an. and:drainageplan Whidh. addresses your concerns for the Quidls,L=.;U be at 4404FairrhoUnt.Aye- The client has chosen to-deabminisSiOnAhe floor drain and rernOVe. itS,conneetion„to-the'Storn1 .r. system 11'4* also 'enclosed 4.reViSed-drainage :plan with the appropriate information' of analySiS dOmbining what 1 did '1)aCk.4711'995..and-added current analysis so that it is -easier to understand' The percolation. rate iSdeterminecity thesoil The rational. method of analysiS vi/as used The,:.length the drywell is Seven feet. The owner has installed 6 inch pipe where the .analysis was done with 4 inch This allows rnore holding capacity for the -Y01.011 Tharkyou toe yOtir assistance on .this ,project. Sincerely 'Unger= PE Inc Drainage plan Calculations witb.details COpyOtyOUr letter 08007LPA 1 APR 7 Z000, r APi OITY' T 3 4Cilrh) DIVISION Stiirair■ ez,hdir`Oigiit 1401-West 7th: StiTA PbrtAngeld, .Whangtot 9'8363 Offiee (360) 452-2098 Fax (360) .2 117-098 E4ini#1. linge).1i,e0msn:com 7 lir e2 7 April 2008 Mike Libera 4404 Fairmount Ave Port Angeles, WA 98363 Subject: Quick Lube Parcel No 063008 581650 Dear Mr Libera The •Storni water Management Manual for the State bf Washington directs the necessary elements of a drainage plan and..erosion .control -for development within .Clallam County andthe City of Port Angeles This-- planwill address the necessary elements .so that rainfall run- off be controlled in a manner which. will* make it so adjoining. parcels will not see any adverse effects as a .result of this project..It will also control the. location of infiltration systems..so that the existing atormwater .systems will not be adversely affected The site is Clallam gravelly. sandy loam that is moderately well .drained soil The permeability of this Clallam. soil.is_ moderate to the compact .glacial till and very slow through it. This requires a very Iow:infiltratibt rate' :for any drainage handling system The :site is at 4404 Fairmount Avenue This is located- in Section -8, Township 30 North, and Range 6 West, W M This is near State Route 101 west of Port Angeles The attached analysis shows that this building and parking lot requires 112 feet .of infiltration system The building source of runoff is relatively clean so .perforated piping in 2'x2' infiltration trenches from the :building to the catch basins allows most of this to infiltrate away at -the. slow rate of the site soils This creates 1.37 feet of infiltration As insurance of coverage the asphalt or concrete parking and driveway will be routed to the catch basin /oil water separators This will contain any oil spill before ,the drainage enters the infiltration piping and'the added 10 cubic yard dry well The dry well is about 5 feet deep and about.five feet by seven feet at the outlet of the- south east oil water separator This adds enough capacityto handle the driveways alone The overflow of the dry well is then routed to the existing catch basin along Fairmount Avenue at the south -east corner of the property With these two systems working together the entire system is at least 50% over designed Thus with the two oil /water separators "managing.any potential contamination the .system is designed to function long term 08007DP 1 neeyn ,Inc -Civil Structural Management. 1401 West 7th Street Port Angeles, Washington 98363 Office (360) 452 -2098 Fax (360) 4172098 E-mail. ungerpe@msn.com This completes the Drainage Plan and Erosion Control plan for the proposed Building I feel this meets the intent of the Stormwater Management Requirements of the State of Washington and the City of Port Angeles If you have any questions please feel free to contact me The conclusions and recommendations contained in this report are based on lot conditions,, as they existed at the time of my site visit originally in 1994 and subsequent visits through last week. A visual inspection was made, analysis was done, and conclusions were drawn from this information If the conditions are defined further in any way or if changes to the structure occur different conclusions can be anticipated I should be advised of changes so that I can .review these conditions and reconsider further recommendations This report has been prepared for the exclusive use of Mike Libera. and his assigns The 'recommendations and conclusions are based on the site materials observed and -.on :previous experience with sites 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 expressed or implied Sincerely t Gene H Unger PE. Inc. Drainage plan Calculations Site Plan with details 08007DP 2 J .EXPIRES r- 7 "--p City of Port Angeles Drainage Design Project: Mike Libera Mini Lube Location Fairmont Ave Parcel No 06- 30 -08- 581650 Rainfall Intensity Percolation rate Basin #1 95071 DP2b 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 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 Percolation 30 Min Percolation Total Perc. and Stor Adj Trench Ln 0 85 /Hr 2 /Hr Area Sq Ft. 112 Feet 13 494 0 3098 0 40 0 1053 0 0 00 0 13 494 0 3098 0 1053 2,813 2,294 2 832 2,088 803 360 2 304 13 494 Page 1 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 April 2008 Runoff Runoff Ac Factor (CFS) 0 0646 0 0527 0 065 0 0479 0 0184 0 0083 0 0529 0 3098 2 00 Ft. 2 00 Ft. 33 4 in 0 09 Sq Ft. 1 29 Sq Ft. 1 38 Cu Ft. per Ln Ft. 126 Feet 0 40 0 022 0 90 0 0403 0 90 0 0497 0 90 0 0367 0 40 0 0063 0 90 0 0063 0 90 0 0405 0.2017 0 0964 CFS 173 Cu Ft. 1 in per 30 min 0 17 Cu Ft. per Ln Ft. Trench 1 55 Cu Ft. per Ln Ft. Trench Connecting down spouts and parking catch basins will supply 137 ft. of trench 95071DP2b Drywell catch basin Parking Only Drywell Dimensions Width Depth Catch Basin Dimensions Width Length Depth Rock void Ratio Catch Basin Volume Rock void Area Total Void 16 00 Cu Ft. 35 97 Sq Ft. 51 97 Cu Ft. 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 Est. Pipe /trench Ln 7 Ft. Page 2 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 25 feet overage The entire system is 53% overdesigned FS 1 53 I T W A S H I N G T O N z Liza U S A. Public Works Utilities Department April 3 2008 Gene H Unger P E Engineering Inc 1401 West 71h Street Port Angeles, WA 98363 Subject: 1404 Fairmount Ave, Labe Center Plan review items that need to be corrected and explained. 1 The lube pit floor dram needs to meet Uniform plumbing code, Section 1017 0 Oil Flammable Liquid interceptors. Another option. Plug floor dram with concrete, disconnect and plug the dram the pipe witlun 2 of exterior of building. 2. The catch basin at northeast entrance will need to be piped to the on site drywell, please identify pipe size on the plan. 3 Dramage calculation questions Page 1 A. Percolation rate: what is this based on? soils tests, assumptions, existing data. B. Please state method of calculation. Page 2 C. What is the length of the drywell. Gene, Please contact me to set up an appointment with our Engineer to answer questions on the drainage calculations 417 -4812 Sincerely Roger Vess Assistant Civil Engineer I cc: Mike Libera Phone: 360 417 -4805 Fax: 360 -417 -4542 Webstte. www.cityofpa.us Email publicworks @cityofpa.us 321 East Fifth Street P 0 Box 1150 Port Angeles, WA 98362 -0217 N Columner Juniper or Port Orford Cedars, 4 perforated ABS foundation drain pipe 500 Gal, Propane rank Floor Drain abandon and fill with concrete Proposed 6 Solid Cedar Fence On property tine Underground power to her Rhododendron Flowering Cherry Tree Notes. Flowering Plum Trees pu other plants Existing 18' Fir Tree 25' 20 Property to North Recidentri Zone Existing Cyclone Fence to Existing Vegetation I Existing Fence ;:o be removed,\ _Exkriln Niecortatl --I 42, Er4).SS Beauty 10.71Z CV •S"' 20' 6 37' Parking Parking Parkin Parking Parking 13....5f-unettetion tivf.fer 0 0 Lubrico.tion Building P sl 1 5- 5 co c i -1 64 IN A 1 n 0 (f3 Asphalt Pa vement Plug tine from Bldg, 103,86 Parcel No 06-30-08-581650 Area 13,494 sq ft or 0.297 Acres Proposed Bultding ground floor 36 x 64' 2304 sq, ft second floor 36' x 14' 504 sq. ft Total floor area 2809 sq, Zoning. CSD (Community Shopping District) Parkingi 3 spaces plus one per by Providing Ele ven (11) tt Sod s In catch basins during c 2 4314 Fairmoun •ve 1 i i i Proposed 6 Solid Cedar Fence 1 Exisl fir on /Property L oa 1 1.--- 0 -0 (0) 6 :Th,-„- 1 (6 I IT ----1 d----- uo O L -1- i 1 [ft r 1 HL Ground Cover Juniper r r Asphalt Pavement 1 i e- 1..,. r w c A N. I 't L T Roe -Extend Culvert ,0' to allow Taper Asphalt. 4.1 taper er of pipe Flowering Cherry Tree nee to existing driveway culvert —Type 1 Catch Basin 5' gravel sewo.Ik taper both ends, —Pavement Taper Both ends 60' Groundicover Type It Catch 6 Stancihrd City Walkway Behind city Standard Curb. 6 thick fat drive drops, 2' wide by 4 deep excavation, Instalti perforated drain at bottom and tight line abovc for down spouts route Ito catch basin at ditch line Backfiti with drain rock. 6 Inch! concrete over for driveway OR Water. Separator .}tin inlet grate -\+,r Service (1) Serice For Fire Sprinkler System, 5/8', sub. service for building (meter) City to trip existing tine Top of 'Curb Elevation same as centerline Fairmount, 4 high foundation or retaining Sewr Inside drop New, line must not -interfear ,/ith ladder Telephone InfilVa don trench w/4' perforated piping! inside 2')12' fabric lined trench w/ drain rock. --Power! Pot 2`x8 sign within 30' of ground. 100' froM residential property 12' Cutv4rt Pipe Fire HydrcInt Inlet Oil Water Sverator and 10 Cu, Yd. Dry Welt Add collars ifor Inlet grate grade Junipers, basin malt, 7.4 EXPIRES. 3/17/2', 1 Revisions' 'N Auu.'97 Buffer:: Au0/97 road 4o4erfs Watt traincr4e Oct 07 L. Stn y 'ar.08 00 c) co ai 1/40 co rn CU 03 crN \D C 2 3 CU -P W N Q.) C 6) -P 0 L5 4.- 0 CL CO CO CI\ CU -ct -P C d 0 a) P g '4" 0 -is Scale' 1'=20' Job' 95071SPb Do te' ,2008 Sheet of 3 I 1 S o I I i I N I 1-- --I I-____ --I h I I 1 Gravel walk transition, I I L _____J.. f 1 r" 1 f T -i i- T `7 r-__ T i I I I i i 1 1 1 1 1 1 1 t 1 1 1 i 1 1 i I 1 1 J 1 I 1 1_ I -J L. 1 I 1 1 I 1 Eleva Flniq hed F 1 I I L_____1_____L____1_. _J_____L_ ..0301m- Tcu.t J1cghL. tt- iab,- lays- -__L_ 1 1 Elev 11,37 f 1 i 1 I 1 1 1 I i r r j r_ i 1 1 I 1 1 L L J Eleva ion Pit Glev.- 243737 f14 1 r Ir 1 �I L 1 J I L T 1 J L 1 1 1 J. 1 1 1 1 1 1 1 1 1 L 1 1 1 1 CD CD CU CU Station Note) Vertical exageration 104 Assumed Elevation 202,00 Centerline of Fairmount at South Property Line L I--- --1 h l _-I t -1 1 1 1 1 1 1 L 1 J L 1 1 r T 1 r T i r T "1 I 1 Centelllne Fairmount Av 1 Top of Cure i i`� 1 -t r T 1 1 I !Bottom' of face of Orb. t--' 1 0.4 bel sw centerline 1 J L 1 J L 1 _-'r' 1 Curb *let 7 t 'I I 1 1 I i I Profile Ditch Bottorh L I 1 I Flow Mine of I Culvert. L. Profile 1 1 tL 1 1 1 4-' >4 I 1- 1- -__ri- --I 1 1 L 1 .J 1 1 1 T t r L. .J CD CD CD (U CO c J T r Elev 206 00 L 1 J L 0 1 L 1 J L 1=.! 1 1 1 -C i 1 LI 1 Cr T I r z 1 1 t 1 i i_ i co L 1- --1 L Gravel Walk 1 Elev, 204 00 J 1 Elev, 212,00 Ele. v 210 00 Elev 208 00 Transition. Elev 202 00 Elev 200 00 7 ,+-y t g Revlslonsl co co C1 N t t Q -F' 3 U1 o V� 0) QJ Oa Q O o L d' O i L C 1- L) Scale! 1' =20' Job' 95071SP6 Date' Mar ,2008 Sheet I EXPIRES. 3 /17/'eil_J I of 3/ Elevation Finished Floor Drive Throught Lub. Bays 1 I I I I I 1 Elevation Pit Floor Elev 203.37 ft. J i 1 i I 1 1 T 0 0 C) t C 1 Station Note) Vertical exageration 1011 Assumed Elevation 202.00 Centerline of Fairmount at South Property Line J J CD CD r I t Profile p...____ r I I 1 f I t z 1 i I i I I 1 Elev 206 00 1 i t i I i 1 i 0./ i North Driveway C 1 I LII i i t 1 1 1 i 1 i CD CD 1 3 f 1 s) i i 1 1 i 1 1 1 1 I 13 1 I 1 C I 1 1 1 E t e v 202 0 0 I u I Soutn Driveway i Elev 212 00 ElPv 210 00 Elev 208 00 Elev 204.00 Elev, 200 00 7 Aa r EXPIRES. 3/17/ "G) 1 Revisions! co gD co co N 3 3 o E Q) _S. Q d v- o CL 1— U Scale! 1' =20' Job' 95071SP6b Date! Mar ,2008 Sheet 3 of 3 April 3, 2008 Gene H Unger P E Engineering Inc 1401 West 71h Street Port Angeles WA 98363 Subject: 1404 Fairmount Ave, Lube Center Plan review items that need to be corrected and explained. 1 The lube pit floor dram needs to meet Uniform plumbing code, Section 1017 0 Oil igc Flammable Liquid interceptors. Another option. Plug floor dram with concrete, disconnect and plug the dram the pipe wrthm 2 of exterior of building. 2. The catch basin at northeast entrance will need to be piped to the on site drywell, please identify pipe size on the plan. 3 Drainage calculation questions Page 1 A. Percolation rate what is this based on? soils tests, assumptions, existing data. B Please state method of calculation. Page 2 C. What is the length of the drywell. Gene, Please contact me to set up an appointment with our Engineer to answer questions on the drainage calculations 417 -4812 Sincerely W A S H I N G T O N U S A. Public Works Utilities Department Roger Vess Assistant Civil Engineer I cc: Mike Libera 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 n er—i 6 March 2008 City of Port Angeles Attn Stephen_Sperr 321E 6 Street .P0 .Box 1150 .Port Angeles, WA 98362 Subject: Mike Libera Lubrication Building Plan Revised Plan 4404 Fairmount Ave" .Dear Mr Sperr Gene H.Unger Engineering; Inc. Cavil Structural .Management 1401 West 7th Street Port Angeles, Washington 98363 Office (360) 452 -2098 Fax 1360) 4)72098 E-mail. ungerpe@msn.com Attached is a copy of the drainage plan calculations .I did for "Mike Libra in August of 199.7 for the- building at 4404 Fairmont Avenue I. have reviewed the figures and it appears "to me that they are still valid_for the proposed facility f determined the runoff of the entire lot before: development and then with the building and the paved surface With the: infiltration system;around the building and the catch basin with drywell the entire .system ends up over designed With a factor Of safety of 1 5 There..are,some minor revisions that could be made now that Mr Libera, is planning a Latte Stand with .a slightly wider parking, and drive in front of the building This is so minor compared c the original design that the proposed s ,terr will easily handle the additionatrunoff. I- have- also:revised the site plan and profiles to show the requested: items of your letter to Mr Libera :I expect I have clarified several points you made in your letter If there are still concerns, please let Mr Libera or myself 'know Sincerely .Gene -Hr :Unger PE Inc- 'D'rainage plan Calculations Site :Plan &Profiles City standards for site CC Mike Libera. 080070P1 1 EXP +R:3 77"; Dear Mike W A S H I N G T O N U S A Public Works Utilities Department January 22 2008 Mike Libera 316 Power Plant Road Port Angeles WA 98363 Re Work at 4404 Fairmount Ave 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 ryesst@citvofoa.us Sincerely, eph pe City Engineer 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 1016.2 1017.2 The interceptor shall have an interior baffle for full separation of the interceptor into two (2) sections. The outlet pipe shall be the same size as the inlet pipe of the sand interceptor, the minimum being three (3) inches (80 mm), and the baffle shall have two (2) openings of the same diameter as the outlet pipe and at the same invert as the outlet pipe. These openings shall be staggered so that there cannot be a straight line flow between any inlet pipe and the outlet pipe. The invert of the inlet pipe shall be no lower than the invert of the outlet pipe. The sand interceptor shall have a minimum dimension of two (2) feet square (0.2 m for the net free opening of the inlet section and a minimum depth under the invert of the outlet pipe of two (2) feet (610 mm). For each five (5) gallons (18.9 L) per minute flow or fraction thereof over twenty (20) gallons (75.7 L) per minute, the area of the sand interceptor inlet section is to be increased by one (1) square foot (0.09 m The outlet section shall at all times have a minimum area of fifty (50) percent of the inlet section. The outlet section shall be covered by a solid removable cover, set flush with the finished floor, and the inlet section shall have an open grating, set flush with the finished floor and suitable for the traffic in the area in which it is located. 1016.3 Separate Use. Sand and similar interceptors for every solid shall be so designed and located as to be readily accessible for cleaning, shall have a water seal of not less than six (6) inches (152 mm), and shall be vented. >n 1017.0 Oil and Flammable Liquid Interceptors. 1017 1 Interceptors Required. All repair garages and gasoline stations with grease racks or grease pits, and all factories that have oily flammable, or both types of wastes as a result of manufacturing, storage, maintenance, repair, or testing processes, shall be provided with an oil or flammable liquid interceptor that shall be connected to all necessary floor drains. The separation or vapor compartment shall be independently vented to the outer air If two (2) or more separation or vapor compartments are used, each shall be vented to the outer air or may connect to a header that is installed at a minimum of six (6) inches (152 mm) above the spill line of the lowest floor drain and vented independently to the outer air The minimum size of a flammable vapor vent shall not be less than two (2) inches (50 mm), and, when vented through a sidewall, the vent shall not be less than ten (10) feet (3048 mm) above the adjacent level at an approved location. The interceptor shall be vented on the sewer side and shall not connect to a flammable vapor vent. All oil and flammable interceptors shall be provided with gastight cleanout covers that shall be readily accessible. The waste line shall not be less than three (3) inches (80 mm) in diameter with a full -size 136 UNIFORM PLUMBING CODE cleanout to grade. When an interceptor is provided with an overflow it shall be provided with an overflow line (not less than two (2) inches (50 mm) in diameter) to an approved waste oil tank having a minimum capacity of five hundred fifty (550) gallons (2,080 L) and meeting the requirements of the Authority Having Jurisdiction. The waste oil from the separator shall flow by gravity or shall be pumped to a higher elevation by an automatic pump Pumps shall be adequately sized and accessible. Waste oil tanks shall have a two (2) inch (50 mm) minimum pump -out connection at grade and a one and one -half (1 1/2) inch (40 mm) minimum vent to atmosphere at an approved location at least ten (10) feet (3,048 mm) above grade. 1017.2 Design of Interceptors. Each manufactured interceptor that is rated shall be stamped or labeled by the manufacturer with an indication of its full discharge rate in gpm (L /s). The full discharge rate to such an interceptor shall be determined at full flow Each interceptor shall be rated equal to or greater than the incoming flow and shall be provided with an overflow line to an underground tank. Interceptors not rated by the manufacturer shall have a depth of not less than two (2) feet (610 mm) below the invert of the discharge drain. The outlet opening shall have not less than an eighteen (18) inch (457 mm) water seal and shall have a minimum capacity as follows: where not more than three (3) motor vehicles are serviced and /or stored, interceptors shall have a minimum capacity of six (6) cubic feet (0.2 m and one (1) cubic foot (0.03 m of capacity shall be added for each vehicle up to ten (10) vehicles. Above ten (10) vehicles, the Authority Having Jurisdiction shall determine the size of the interceptor required. Where vehicles are serviced only and not stored, interceptor capacity shall be based on a net capacity of one (1) cubic foot (0.03 m for each one hundred (100) square feet (9.3 m of surface to be drained into the interceptor, with a minimum of six (6) cubic feet (0.2 m3). 11 CO lr in rlrL t`J 11 II II Z 0 0D 0 1 5 p o f0 1 Q n o u r0 S2 C) G) O CP 4 (w) N o (0 .n CO 0 in (0 1 cp n) 1 n o �+o CD o 0 0 --I 4_ ct- fi o iv O O W W (0 p X X tl r0 r lT N P n 1 P Storage Shed i Parking 130,00' 130.00' Side Walk 7 n P P3 3 A Lubrication arkln Fairmont Ave C rP‘vie,-*tt co 51 b\85 gix. -4- J W- n Patt-e)0(1__ Po n,5 t ace. A C.o� S41-4- Drainage Plan m in N --h tD Landscaping O tfi d p tv I+ ft) Tltle� m fo ii Fo n o Client` Mike LiberO. VD c2_ 316 Power Plant Road C51 Port Angeles, WA 983 IC a a'o N J -a 0 N Parking ctc,ecticl cd' X Z 3i 7 1 I v1 Parking N) 00 G) 43 fi Consulting n e Engineer 1401 W 7t WA 0) 98363 98 Port Angeles, 0 )rol) b de o-f r ►5 k w) 1 DEC 18 2007 CITY OF PORT ANGELES Dept. of Coinmumty Development BUILDING PERMIT APPLICATION :11 1. s Ct Applicant or Agent Mike Libera Owner same Owner's Address -16 Power Plant Road. Port Angeles. Contractor /Engineer Gene Unger, Engineer Contractor /Engineer's Address License Heat System Other Floor Areas Existing (sq. ft.) proposed (sq. ft.) Basement Lin Pr 1 ;Of 1 Floor j(il 2nd Floor Garage Carport Covered Porch Deck Shed E S P►tsCo 51 5 kZ- otn 6�A(j' t 1� R P ia a po A.;‘0-hr 2 a p c y 2- C r Total footprint of structures sq. ft. T Lot size n CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Soy Max. height of proposed structures Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? 13 ft. Occupancy group Occupant load Construction type Phon Phone Wa. 9836 Phone Expires TOTAL VALUATION 10,000 Print in ink For City Use Only Date Received i0 O -07 ermit (Y7 ate Approved 171/x11 ‘IZ I Vi Phon- eh(ii(ce_ 2 4110 41 ce Ii 452 -2098 PROJECT ADDRESS 'NO Fairmount Avenue, Port Angeles, VGA 98362 Parcel Number 063008581650 -0000 Lot Zoning CSD Pt:n Type Brief Descriotion. Residential xi Commercial Multi- family Industrial Check all that apply New Construction Addition Remodel Repair Re -roof Demolition Sign applying to add a separate detached 8' x 16' (approx structure for use as a drive through /walk -un espresso stand. This structure will take one narking space and have all city services and will meet all city. county. state and health dept. standards. Parking_. will be added in another location on the same parcel, so there is no net loss of spaces. wall- mounted projecting freestanding awning o other Total sign area sq. ft. Maximum allowed sign area sq. ft. Heat pump wood burning stove gas fireplace pellet stove other per sq. ft. 00 est sq. ft. Lot coverage g of bedrooms of full baths of half baths I have read and completed this application and know it to be true and correct. am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to n p its prioj,to working on projects. Date 10/9/07 Print Name Mike Libera Signature Web Version 10 -01 -07 r 43 4404 4:410 44O7 1 -0P Of 5 rtf tv. N1 NFORM TO 94 UDC, WASHINGTON STATE ENERGY AENT TO SE INSTALLED PER MAN. SPECS AREAS- SQ. FT !TER DARDER SHOP LUKE PIT 1,308 5-1 MAIN FLOOR: SHOP 1,440 INSULATED STRUCTURAL PANELS) OFFICES 1,410 TOTAL 2,850 UPPER FLOOR: 546 WINDOWS 144 PERCENT 10.2 DOORS' 560 EXTERIOR NOTES- 1) ATTIC VENTING' NONE 2) PITCH: 5:12 (4 3/4:12 REAR) 3) ROOFING METAL 4) FASCIA 6ARGE: 5/4 X 10 CEDAR 5) OVERHANG 24' (12' REAR) 6) SOFFIT CLOSED (PANELS) 7) SIDING T1 -11 STRUCTURAL PLYWOOD OR HARDIPLANK OR METAL 6' MIN. TO UN- TREATE TERIAL, 18' 2 -S ANCHOR 7' MIN. EMBEDMENT CRAWL SPACE VERTICAL REINFORCEMENT BEND =12 X BAR DIA. #4 BAR 6' BEND 3 CLEARANCE BENT VERTICAL REINFORCEMENT TIED IN PLACE TO HORIZONTAL REINFORCEMENT WALL THICKNESS 6' THICK FOR WALLS UNDER 6' HIGH 8' THICK FOR WALLS OVER 6' HIGH BL 1102_08IRC.WPD FOOTING WIDTH FOOTING THICKNESS 1 -STORY 6' TORY( 3 -ST• 8 1/2' 15' 2 -STORY 23' 3 -STORY AACHOR 47' MIN. EMBEDMENT 2003 INTERNATIONAL BUILDING CODE CONCRETE FOUNDATION WALL FOOTING DETAIL MONOLITHIC CONCRETE FOUNDATION DET NO SCALE NOM WIDTH 12' 1 -STORY 15' 2 -STORY 23' 3 -STORY 1' A CHOR BOLTS FOR 1- STORY 72' 0. C. 2- STORY 48' 0. C. PLXCE BOLTS WITHIN 12' OF EACH PLATE END USE 3 "X3 "X1 /4' SQ. WASHERS UNDER NUTS RESSURE TREATED SILL PLATES #4 HORIZONTAL REINFORCEMENT PLACED WITHIN 12' OF TOP OF WALL FINISH GR'WDE REINFORCEMENT SCHEDULE MIN. DEPTH FOOTING 2' TO 4 BELOW GRADE INTO *4' TO LESS UNDISTURBED, THEN 6' IL STORY RY HEIGHT IN FEET **6' TO 8 >8' 6' MIN. TO UN- TREATED MATERIAL 1J� 18' 2 -STORY MIN. FOOTING DEPTH BELOW GRADE INTO UNDISTURBED SOIL 12' 1 -STORY VERTICAL. REINFORCEMENT *2' #4 48' 0 C #4 48' 0 C P #4 @2400 A #4 @24 0 C FINISH GRAD HORIZONTAL REINFORCEMENT (1) #4 TOP BAR #4 24 0 C #4 @18 0 C #4 @10 0 C ENGINEERS ANALYSIS WITH STAMPED SIGNED PLAN REQUIRED VERTICAL REINFORCEMENT MUST BE BENT TIED TO FOOTING REINFORCEMENT REINFORCEMENT SHALL BE GRADE 6D--- HYDRAULIC BENT ONLY #4 REINFORCEMENT 2- PIECES CONTINUOUS 1 1 /2 ANCHOR BOLTS(SAME AS ABOVE) PRESSURE TREATED SILL PLATES EINFORCEMENT 1 -PIECE CONTINUOUS #4 RE1"FORCEMENT 2 PIECES CONTINUOUS N Property to North Resident! ).1 Zone Existing Cyclone Fence to remain, Existing 18' Fir Tree Existing Vegetation Exlstin Fence to be removed, Flowering Plum Trees-,__r plus other plants, 11 1 1 Cotumner Juniper or j Port Orford Cedars 1. 4' perforated ABS foundation drain pipe 500 Gat, Propane Tank, Floor Drain 1: Proposed 6 Solid Cedar Fence 5` -ij On property line o fi 10 'i Underground power to here Rhododendron Flowering Cherry Tree Notes' 25' 20' 1l 1 36' EXIStIN Vegetation ke O 13.5' Vegetation Buffer 37' 1 r 1 I I l if ii i il i iI .-.4- —11 n I I A —A. Parking -u 9 OR Water Separator L Parking f P rking t -1 I I Lubrication Building Parking Parking Grass Beauty Bark 0 0 I 0 C Asphalt Pavement 1 1 �-1 Asphalt Pavement 103.86' 6 +j Parcel No, 06- 30 -08- 581650 Area 13,494 sq, ft. or 0,297 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) t -House e 4314 Fairmount., Ave Proposed 6' Solid Cedar +Fence Existing 20' fir tree o Property Lire Existing vegetation 0 0 0 0 J. 25' S. a. o F T "S c a, zp 0 s a. I C 2' wide/ by 4 deep excavation. Install/ perforated drain at bottom and tight line above for down spouts route fto catch basin at ditch line. Backfi(t with drain rock, 6 inch, concrete over for driveway 1-1 Juniper 0 Flowering Cherry Tree Roses /Ground cover Junipers. 6' Standard City Walkway Behind city{ Standard Curb. 6' thick a drive drops, Type I Catch basin 1 1 1 --Type 1 Couch Basin --1 Connect tol existing driveway culvert 1 --5' gravel std walk l ie taper both rids, --Pavement Too er Both Ends, I 1 1 1 1 -Water SeF vice (1) Service For Fire Sprinkler System. (1) 5/8' sub, service for building (meter) <1) 5/8' sub. service for landscaping City to t existing line Telephone Power' Pole Fire ,hydrant. sigh within 20' of 100' from residential 12' Culvert? Pipe 10 Cu.Yd, Gravel Drywell -Ground Cove- Juniper Rhododendron Ctyp.) ground. property EXPIRES. 3/1747e I✓c3 1 HIE DEPT DATA to i 9 07 1 Revisions Awal97 Buffers Aua'97 road tags ;/ail drainage Oct, 07 CD O Q CO ryry l CO CJ� 0J 3 C 3 t11 O OJ CU 'CE 0 'o S.. 01 c 1— C) Scale' 1' =20' Job' 95071so5 Date' Oct 2007 Sheet °f 2J P 36 L 2832 sq ft 103.86 103,75' Notes! Parcel No 063008000 Area 13,494 sq, ft or 0 297 Acres Proposed Build►ng ground floor 36' x 64' 2304 sq, ft second floor 36' x 14' 504 sq ft Total floor area 2808 sq ft '2-17 CL) /1-g s 25' D r 0 0 0 v c 0 Revisions+ a) N 0) i c L N Ln Ts, Ift C O C (5) 1/40 u w 3 '4'> -311 T UJ 3 4 L- 1 J 1O (V) C a) Q +'3 0i a CD CL d W 4=A .1] O L cu 01 L U Scale+ 1' =20' Job+ 95071601 Date+ Dec 1995 Sheet of 2J DATE PERMIT M 12.1. lbIIt) ID -12.1g OWNER/CONTRACTOR APPROVED 0 0. tsL 4 CORRECTIONS NEEDED: ELECTRICAL INSPECTION WIRING REPORT 417 -4735 1 v saa�! ADDRESS I OZ 'A t TZ r-avrl r1 DITCH ROUGH IN /COVER SERVICE FINAL INSPECTOR NOT APPROVED 0 L 4 PT o• D- 1 /q' I irk, S 3, S 1 Qk U lr1r41 is >L a t_L- frt. uLb 1 L. I Ci >z _Ngc 216. 1 1 W 1, 0 f• S12-. Q2 OTELTE Foltz_ O l m. C 3 6 Cr/Z.) c Ar.6.cm 'a PA L-I-- t J YZ C. t D YZ WAG, 2.% Lit.. 9W NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE r DATE PERMIT INSPECTOR OWNER/CONTRACTOR T46 -0 S e) -ON) ELECTRICAL INSPECTION WIRING REPORT 417 -4735 ADDRESS '4 1 4,0 rA'. APPROVED NOT APPROVED DITCH ROUGH 1N /COVER SERVICE FINAL CORRECTIONS NEEDED: 1,..4 V-- 117 1►0 ne- -i ®a1Z_ CZYlnE Z 1 c u lsL._r'P tiles c., LID NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE Application Number 10 00001218 Application pin number 665308 Property Address 4402 FAIRMOUNT AVE ASSESSOR PARCEL NUMBER 06 30 08 5 8 1650 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning COMMUNITY SHOPPING DISTR Application valuation 0 Application desc 200 amp service for esspresso stand Owner LIBERA ET AL MICHAEL A 4404 FAIRMONT AVE PORT ANGELES Permit Additional desc Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date Fee summary WA 983639514 Signature of owner or Electrical Contractor X ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 Contractor BOTERO SON ELECTRICAL 940 TAMARACK WA PORT ANGELES ELECTRICAL ALTER COMMERCIAL ESPRESSO STAND 175893 BOTERO SON ELECTRICAL 119 90 Plan Check Fee 11/15/10 Valuation 5/18/11 Qty Unit Charge Per 1 00 119 9000 ECH EL 0 200 SRV FEEDER Charged Paid Credited Permit Fee Total 119 90 119 90 00 Plan Check Total 00 00 00 Grand Total 119 90 119 90 00 INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION 12_Id7l1 0 Date 11/30/10 WA 98362 0 0 0 Extension 119 90 Due 00 00 00 DATE RESULTS ti- o_ 10 1 'R k/ REPORT STATE SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTOR. Date N 4 tA DATE Il -3o to OWNER/CONTRACTOR 1`7A'��/1 ADDRESS yy o2 APPROVED 0 ELECTRICAL INSPECTION WIRING REPORT 417 -4735 PERMIT N lo EM c nNot. .N r DITCH ROUGH IN /COVER SERVICE FINAL INSPECTOR A c o CORRECTIONSQ al k. eakI.I lc NS NOT APPROVED 0 lItceaa) Sc-v, 470 S a1 K &loc oar 4-Z- NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE DATE it II/ )1 OWNtR/CONTRACTOR -r 4, K.) ADDRESS APPROVED ELECTRICAL INSPECTION WIRING REPORT 417 -4735 PERMIT aD -1Z� tmo 'CORRECTIONS NEEDED: _PA1A11--% 12, ts4( I I n NOT APPROVED DITCH ROUGH IN/ OVER SER CE J� F AL 6" U b.l, fo DO NOT REMOVE I NSPECTO l7 N TIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street P 0 Box 1150 Port Angeles Washington, 98362 Ph (360) 417 -4735 Fax. (360) 417 -4711 Date /O//7-o //I2 1 2 Single Family Dwelling Plan Review May Be Required Please mplete Electrical Plan Review Information Sheet Job Address: 4 4 S rti v v+1 eo LA 4 s2_ Building Square Footage: Description of above OVvner In o mation Name: "rI Ksf (^/14EP74- Mailing ddress. Item Service /Feeder 200 Amp. Service /Feeder 201 -400 Amp Service /Feeder 401 -600 Amp Service /Feeder 601 1000 Amp. Service /Feeder over 1000 Amp. Branch Circuit W/ Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp. Temp. Service /Feeder 201 -400 Amp. Temp, Service /Feeder 401 -600 Amp. Temp. Service /Feeder 601 1000 Amp Portal to Portal Hourly Sign /Outline Lighting Signal Circuit/ Limited Energy First 1500 sf Commercial Note $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal Circuit/ Limited Energy Multi Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less Thermostat NEW CONSTRUCTION ONLY. First 1300 Square Ft. Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Signature of owner electrical contractor or electrical administrator A A./ t o y 4-9 re? I -i 1 Sn2^ Unit Charge $119.90 $145.50 204.60 262.20 372.50 2.60 73.50 2.60 92.70 110.30 148.70 $167.90 95.90 88.20 95.90 63.90 63.90 $119.90 $102.30 56.00 $110.30 35.20 73.50 $110.30 Dated: f0 (d Sity Credit Card CC r r 200] ELECTRICAL INSPECTIONS Contractor Information Name: 130'rf 0r7 "I'' Mailing Address: City A StateYl9li Zip: 9 fr L...,..7 City' State: Phone: '1-4 ..5" 4_2_Fax: r1 F /CLLa l-,s5+.o. e_,4. 1 o 'i Phone: Fax: License Exp. License Exp. 01/01/2010 t, Multi Family or Commercial* Commercial Addition Alteration Remodel Repair* rc 5' i i_Gfts ton Zip: ?a f LL.CSTVt4L 4 Total (Qtv Multiplied by Unit Charge) 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, N E.0 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. Cash Check