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1714 E 1st St - Building
t 1 1 CERTIF �TE�,, j F-,nfJ UPANCY 77`7 Cit of2Part Angeles=' Buildin'g, ;Division F This certificate is issue ursuant to the requirements of Section 110 of the 'N-`'. 6 International Building Code certifying that a he ineofissuance this structure was in compliance utyh the various ordinances of the City regulatin uildingYconstruction"�or use for the following a;. . , > Business name Rud.dell"Hyundai.. (Owner Howard A. Ruddell) Business address.. 1".714 E 1St St. Property owner Ruddell Prop.Mgmt RPM 2 LLC Property owner address 110 Golf Course.-Rd , Port Angeles WA 9;362 Automatic,fire sp znkler•system Not required Use &occupancyassification. Business Building permit num er 074-611 Y Type of construction VB f Y Occupant load. X30' " r# 1 02/17/09 u orb a' t. .onager Date Post on the premises in a conspicuous place. ' c r ' ica, shatl not be removed except by the Building Official. 1 1 fi i- e PREPARED 2/12/09 8 16 54 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/12/09 ADDRESS 1714 E IST ST SUBDIV TENANT NBR RUDDELL AUTO SALES CONTRACTOR J & J CONST OF PT ANGELES INC PHONE (360) 457 1809 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE (360) 452 6822 PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 07 00001511 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCTAT• REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/19/08 JLL BLDG FOUNDATION FOOTING 2/19/08 AP February 19 2008 9 19 01 AM 1pangrle STEVE 460 0070 FOOTING February 19 2008 4 28 53 PM jlierly BLFO 01 2/27/08 JLL BLDG FOUNDATION TIME 01 00 2/27/08 AP February 27 2008 8 59 35 AM 1pangrle SCOTT 461 4724 FOUNDATION AFTERNOON February 27 2008 4 25 55 PM jlierly BLPT 01 3/07/08 PB BLDG PLINTHS TIME 09 00 3/10/08 AP March 6 2008 4 18 47 PM permits STEVE 460 0070 CONCRETE PLINTHS MORNING March 10 2008 8 29 13 AM pbarthol BLPT 02 3/10/08 JLL BLDG PLINTHS TIME 01 00 3/10/08 AP March 10 2008 9 05 49 AM 1pangrle STEVE 460 0070 PLINTHS AFTERNOON March 10 2008 3 28 19 PM jlierly wall of plinth steel/ill BLI 01 5/20/08 PB BLDG INSULATION 5/20/08 AP May 20 2008 8 33 03 AM 1pangrle DEAN 461 3422 INSULATION May 16 2008 2 41 23 PM jlierly May 20 2008 4 48 10 PM pbarthol May 21 2008 8 35 24 AM 1pangrle BL3 01 5/21/08 JLL BLDG FRAMING 5/21/08 AP May 21 2008 8 36 21 AM 1pangrle DEAN 461 3422 FRAMING May 21 2008 3 38 43 PM jlierly PW99 01 6/20/08 RV PUBLIC WORKS FINAL 6/20/08 AP BL99 01 2/12/09 JLL n BLDG FINAL TIME 01 00 February 11 2009 4 20 20 PM 1pangrle ELEANOR 452 6822 BLDG FINAL AFTERNOON PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME99 01 2/12/09 JLL MECHANICAL FINAL TIME 01 00 CONTINUED ONTO NEXT PAGE PREPARED 2/12/09 8 16 54 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/12/09 ADDRESS 1714 E 1ST ST SUBDIV TENANT NBR RUDDELL HYUNDAI CONTRACTOR ASM SIGNS PHONE (360) 452 7785 OWNER RUDDELL PROPERTY MGT RPM 2 LLC PHONE PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 08 00000737 SIGNS PERMIT SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL99 01 7/02/08 PB BLDG FINAL 7/03/08 DA July 1 2008 4 10 42 PM 1pangrle MIKE 452 7785 BLDG FINAL SIGN (HYUNDAI) July 3 2008 8 19 10 AM pbarthol Electrical not inspected BL99 02 2/12/ 9 JLL BLDG FINAL TIME O1 00 February 11 2009 4 24 23 PM 1pangrle ELEANOR 452 6822 BLDG FINAL THREE SIGNS AFTERNOON COMMENTS AND NOTES PREPARED 2/12/09 8 16 54 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/12/09 ADDRESS 1714 E 1ST ST SUBDIV TENANT NBR RUDDELL HYUNDAI 'CONTRACTOR NATIONAL SIGN CORPORATION PHONE (206) 282 0700 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE (360) 452 6822 PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 08 00000407 SIGNS PERMIT SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 5/29/08 PB BLDG FOUNDATION FOOTING TIME O1 00 5/29/08 DA May 29 2008 8 17 24 AM 1pangrle STEVE 206 282 0700 FOOTING (SIGN) AFTERNOON May 29 2008 4 39 53 PM pbarthol not ready BL1 02 5/30/08 JLL BLDG FOUNDATION FOOTING TIME 09 00 5/30/08 AP May 30 2008 9 03 54 AM 1pangrle STEVE 206 282 0700 FOOTING SIGN MORNING May 30 2008 4 46 30 PM jlierly BL99 01 2/12/09 JLL _ BLDG FINAL TIME O1 00 February 11 2009 4 22 16 PM 1pangrle ELEANOR 452 6822 BLDG FINAL SIGN (FREESTANDING) AFTERNOON COMMENTS AND NOTES PREPARED 2/12/09 8 16 54 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/12/09 ADDRESS 1714 E 1ST ST SUBDIV TENANT NBR RUDDELL AUTO SALES CONTRACTOR J & J CONST OF PT ANGELES INC PHONE (360) 457 1809 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE (360) 452 6822 PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 07 00001511 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS February 11 2009 4 21 13 PM 1pangrle ELEANOR 452 6822 MECHANICAL FINAL AFTERNOON PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 2/22/08 PB PLUMBING UNDER SLAB 2/22/08 AP February 22 2008 4 20 27 PM pbarthol February 22 2008 4 20 58 PM pbarthol PL6 01 4/28/08 JLL PLUMBING WATER SUPPLY 4/28/08 AP April 28 2008 8 59 08 AM 1pangrle KELLY B08 6273 WATER LINE FROM THE METER TO THE BLDG April 28 2008 3 54 57 PM jlierly PL2 01 5/12/08 JLL PLUMBING ROUGH IN 5/13/08 AP May 12 2008 8 58 18 AM 1pangrle STEVE 461 2259 CELL 457 1690 WORK NUMBER ROUGH IN PLUMBING May 13 2008 8 06 54 AM jlierly PL99 01 2/12/09 JLL PLUMBING FINAL TIME O 00 February 11 2009 4 21 377 PM 1pangrle /77 ELEANOR 452 6822 PLUMBING FINAL AFTERNOON COMMENTS AND NOTES PREPARED 7/02/08 9 30 29 INSPECTION TICKET PAGE 16 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/02/08 ADDRESS 1714 E 1ST ST SUBDIV TENANT NBR RUDDELL HYUNDAI CONTRACTOR ASM SIGNS PHONE (360) 452 7785 OWNER RUDDELL PROPERTY MGT RPM 2 LLC PHONE PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 08 00000737 SIGNS -- - --- -- - --- -- --- -- ------ -- ---------- PERMIT SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL99 01 7(02/08 Lf BLDG FINAL July 2008 4 10 42 PM 1pangrle 4 MIKE 452 7785 BLDG FINAL SIGN (HYUNDAI) COMMENTS AND NOTES q,3 "',,, CITY OF PORT ANGELES `,ham DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 08 00000737 Date 6/23/08 Application pin number 680750 Property Address 1714 E 1ST ST ASSESSOR PARCEL NUMBER 06 30 00 1 0 1305 0000 Tenant nbr name RUDDELL HYUNDAI Application type description SIGNS Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 2500 Application desc THREE WALL-MOUNTED SIGNS Owner Contractor RUDDELL PROPERTY MGT RPM 2 LLC ASM SIGNS 110 GOLF COURSE RD 1327 E 1ST ST PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452 7785 Permit SIGN Additional desc Permit pin number 128579 Permit Fee 179 00 Plan Check Fee 00 Issue Date 6/23/08 Valuation 0 Expiration Date 12/20/08 Qty Unit Charge Per Extension 1 00 85 0000 PER S SIGN WALL 25 SF+ 85 00 2 00 47 0000 PER S SIGN LESS THAN 25 SF 94 00 Special Notes and Comments June 19 2008 4 28 19 PM sroberds The proposal is to install 2 building mounted signs on a new building w/n the CA zone facing a public street for a total of 73 sq ft Building area allows for up to 163 sq ft Fee summary Charged Paid Credited Due Permit Fee Total 179 00 179 00 00 00 Plan Check Total 00 00 00 00 Grand Total 179 00 179 00 00 00 n Separate Permits are required for electrical work,SEPA,Shoreline ESA,utilities private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned 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 sions o an 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) ,r.Forms/Building Division/BLtilding Permit(05/13/08).wpd BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS. Q CALL 417-4807 FOR PUBLIC WORKS UTILITIES CALL 417-4886 FOR BACKFLOW PREVENTION INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT THE JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS SHEAR WALLS/WALLS FOUNDATION DRAINAGE/DOWN SPOUTS PIERS POST HOLES(POLE BLDGS) PLUMBING UNDERFLOOR/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 FINAL DATE ACCEPTED BY. COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT 11's SEPA. PARKING/LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO U) ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT y CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING V) FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T P dR'd,c n, n/M ildi Pe mit(05/13/08)wod L 73-7 OR 1h <<r SIGN PERMIT APPLICATION Print In Ink q CITY OF PORT ANGELES y.Use...G)taly: Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362e (360) 417-4815 fax (360) 417-4711 �d Applicant or Agent r�� S a ihAEUILDING Property Owner 2 , c��� ,A, ,� DIVSION Property Owner's Address Contractor/Engineer ASS v.,L �:.Z g Phone y- -2 _ '1-1 gC Contractor/Engineer's Address -7 2E License # )-N-> -,-2_crv,-o'3o w-1 Expires Project Address q \q- .9 . g.!-,:z ST Business Name 4 k Parcel Number Lot Zoning Submit two sets of plans & a site plan that includes. • Type of sign (.wall-mounted projecting freestanding, illuminated other ) Placement and sq. ft. area +' How the sign will be securely attached (Engineering specs may be required for freestanding signs) Separation distance between the bottom of projecting and freestanding signs and the surface below See "Chapter 14.36 Sign Code of the City of Port Angeles Municipal Code for sign requirements. Sign Type & Brief Description. (Type, location, sq. ft.) Sign #1 a m-%>a c-4-- \q 2 fe Sign #2 H. A. b o ao'1 3 4 � Sign #3 �-t�.toa►-ccaa� - Sign #4 Totals(Unit charges Sign(s) �1 Unit Charge Quantity multiplied by quantities) Type of Sign Valuation $ �, 5()Q V��t�1 ' $47 00 x 2 = $ C�'t 4 c-0 All signs less than 25 sq ft. $85 00 x t = $ Wall or marquees, over 25 sq ft. $115 00 x = $ Freestanding and projecting, over.25 sq ft. GRAND TOTAL Make Checks Payable to City of Port Angeles $ n q 0. Credit Cards (Except American Express) are accepted Total sign area 72. 9'4 sq. ft. Maximum allowed sign area (6 3 sq. ft. I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to deter ermits are required and to obtain permits prior to working on projects Date 6 k°t 09— Print Name t '---S' Signature T Forms/Building Division/Sign Permit Application.doc SQ.PT. QTY ITEM PART# D 999 - m711I� 18 1 1 20"CHANNEL LETTERS REQUIRED DUOMM Ygc= [l�1 wmqTug 50"L000 REQUIRED \ ram u 24"CHANNEL LETTERS REQUIRED it I� / ` I 1 I r� R mom AVID ma I� f v v North Plot Plan LM naoaomou�uwmwmourAa DATE BY DATE BY DATE BY IR/L�L I�U a@.�mw.rourrFuoiwaewaDracnDx CUSTOMER APPROVAL. PROJECT: HYUNDAI DRAWING NO. _ wmi�@oxcrvww®r«rou REV#12/12/08 ECR REV#4 REV#7 -17 (� _ v«a�eraas�. ADDRESS: 2026 EAST let 5T.PORT AN6ELE5,WA A+2 0 oFi O Gti LxiS. rt.wmro@@owxDwmEro@ R� 3/24/08 ECR REv REvB PHONE: (951)248-1130 ACCT.MGR.JIM KIRKLAND 08-037 RA «Du@�mx x«mm,enoouc®.rnraa «@wn@wurc vu�wx a@.nunxov® DATE: DESIGNER: ECR SCALE:A5 NOTED DATE:2/5/08 SHEET 1 OF 4 M WNIDq MMIORID@ DI OHYOCI IIC10. . - NOTE: • • •1 600 1 • Dealer �� 1 ACCORDING• • I•RWRITERS LABORATORIES U.L 48 STAN1•'1 AND APPROPRIATELY LABELED. I eT' FILE ,eERu e ,l 1 1 19.2 SF S"td:vs. r-o' BLUE LETTER SET height width g• QACRYUC FACE DN SB 18" varies I'—® ® DAWMINUMLETTER RETURN 24" varies DN24B r ry� M14AWG POWER SUPPLY LEADS yr 'ss.^nc Oi 1s,!^ crani!haee�upon i:hcse pir spE al;- ML.E.D DN366 36" varies cp 0, ^e,ntygr d ,3 sila![nu preven-L th^building 0fflc;al B 014AWG WIRE 15- ©OPTIONAL SINTRA }r-m $'he- leer m?uirin`` iha curr(ar!on of errors in Sai ALUMINUM LETTER BACK SPECIFICATIONS Sp'Clii.^oia !1$ an'. c� c`:12r La. 0r from p(2l'e(iTII,R, mTRIMCAP INDIVIDUALLY ILLUMINATED LETTER SETS o,eraL,ri ...?^ cavied' 0r the eunder ;,Oen in 8 WALUFASC A WHITE LED ILLUMINATION 7i ;pp ni ?il Ct1C^ and o:Gli(tanCCS 0f tilts U(IS Ctlon. #1aTD(scREw WHITE ACRYLIC FACE WITH BLUE VINYL I p,GIL 3630-157 APPLIED TO FIRST SURFACE. (S C�17.!3J3ic1-Ih s^ " ^^Cnd .} /� PRIMARY ELECTRICAL METAL FABRICATED RETURN TO MATCHal r, _/ B QDISCONNECT SWITCH 01 Gzie _ PANTONE 288C BLUE Y ® GROUND WIRE {' ML.E.D.POWER UNIT BLUE TRIM CAP J U- ©DRAIN HOLES FLUSH MOUNT TO WALL L.E.D. CHANNEL LETTER SECTIONDETAIL "ELECTRICAL 1:20 AMP CIRCUIT 120 VOLTS (�_����I l��d�\I�C��• "�e""�"01°0�O�0 pd1Y"1p DATE BY DATE BY DATE BY DRAWING NO. v L, U ti ws � "Ian ^a+ CUSTOMER APPROVAL. PROJECT: HYUNDAI wINANomT Mu•M•Fo1rou REV#12/12/08 ECR REV#4 REV#7 ��� { ��n�a rra••"Iwmis. ADDRESS: 2026 EA5T1et ST.PORTANCaELES.WA#2 n•MDroFIMMI.MOumMrow REV#23/24/08 ECR REV95 _ REV#8 08-0.37 F 2 om�m�=1�u •"— REV#3 REV#B REV#9 PHONE: (951)248.1130 ACCT.MGR.JIM KIR!LAND 00 mN ro,�,,M•Mmu ,,� DATE: DESIGNER: ECR SCALE:A5 NOTED DATE:215/oa SHEET 4 OF 4 NN""gff MOFFIC110FCNY"10]M•1•. 79'-6" +�- n'-415/16° 01 6 �I Ru dell I a 5calr.l/8" 1'-0" ��.� _ nmeuianoo+u uoiow®ouoon DATE BY DATE BY DATE BY l �`LLO I�U a oronoueie,wuuawcoraa<now CUSTOMER APPROVAL. PROJECT: HYUNDAI DRAWING NO. wnx•nio�srn,.»morwmu REV#12/12/08 ECR REV#4 _ REV#7 ADDRESS: 2026 EAST lot ST.PORT ANGELES.WA#2 �oL LAS. REV#23/24/08 ECK REV#5 _ REV#8 PHONE: (951)248-1130 ACCT.MGR.SIM KIRKLAND 08-037 RQ2 DATE: REV#3 REV#8 REV#9 DESIGNER: ECR SCALE:A5 NOTED DATE:2/5/08 SHEET 2 OF 4 ■wmen nu,orxa aannoloa-ra. NOTE:ALL ELECTRICAL SIGNS SHALL COMPLY �. 1� HYunDRI :.• ARTICLE APPROPRIATELY LABELED. Hyundai Logo & Letter Set- HAE400L SPECIFICATIONS INDIVIDUALLY ILLUMINATED LETTER SETS 11,-415n6, WHITE LED ILLUMINATION ACRYLIC FACE METAL FABRICATED RETURN TO MATCH FACE WHITE TRIM CAP FLUSH MOUNT TO WALL *ELECTRICAL 1:20 AMP CIRCUR,120 VOLTS N QO � S• QACRYUC FACE t0 QAWMINUM LETTER RETURN 1014 �_®I © ® 014 AWG POWER SUPPLY LEADS QLE.D 1'8" ©14 AWG WIRE ® ©OPTIONAL SINTRA ALUMINUM LETTER BACK ©TRIM CAP Scale:3/8°=1'-0" ® i U WALL/FASCIA Q#14 TEX SCREW ,l ©PRIMARY ELECTRICAL Ol Q DISCONNECT SWITCH ®GROUND WIRE 0 Ol Md1"" ®LE.D.POWER UNIT DRAIN HOLES L.E.D. CHANNEL LE TTER SECTION DETAIL ��L���LL` I�`LUSrw.o°�""`w. w w CUSTOMER APPROVAL. DATE BY DATE BY DATE BY PROJECT: HYUNDAI DRAWING NO. wmuwa.nww®wear REV#12/12/08 ECR REV#4 REV#7 ADDRESS: 2026EA5T10,ST.FORT ANGELES,WA#2 ® ��C L���� a• %ww�owe REV#23/24108 ECR REV#5 _ REV#8 PHONE: (861)248-1130 ACCT.MGR.JIM KIRKLAND 08-037 RA a mm®wunau«wwmwnw® DATE: REV#3 — REV#6 — REV#S DESIGNER: ECR SCALE:A5 NOTED DATE:2/5/08 SHEET 3 OF 4 wwwea wµpace aawwwm uwn a e"6-,:n to t+ea,4,c vo<., Ste'. PREPARED 5/30/08 10 28 40 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/30/08 ADDRESS 1714 E 1ST ST SUBDIV TENANT NBR RUDDELL HYUNDAI CONTRACTOR NATIONAL SIGN CORPORATION PHONE (206) 282 0700 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE (360) 452 6822 PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 08 00000407 SIGNS ------ - - --- - ------ ---- -- ---- PERMIT SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 5/29/08 PB BLDG FOUNDATION FOOTING TIME O1 00 5/29/08 DA May 29 2008 8 17 24 AM 1pangrle STEVE 206 282 0700 FOOTING (SIGN) AFTERNOON May 29 2008 4 39 53 PM pbarthol not ready BL1 02 5/30/08 JLL BLDG FOUNDATION FOOTING TIME 09 00 May 30 2008 9 03 54 AM 1pangrle STEVE 206 282 0700 FOOTING SIGN MORNING COMMENTS AND NOTES PREPARED 5/29/08 9 19 39 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/29/08 ADDRESS 1714 E 1ST ST SUBDIV TENANT NBR RUDDELL HYUNDAI CONTRACTOR NATIONAL SIGN CORPORATION PHONE (206) 282 0700 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE (360) 452 6822 PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 08 00000407 SIGNS PERMIT SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 5/29/08 JLL BLDG FOUNDATION FOOTING TIME O1 00 May 29 2008 8 17 24 AM 1pangrle STEVE 206 282 0700 FOOTING (SIGN) AFTERNOON COMMENTS AND NOTES � � ti y W5 E RECEIVED 21 2008 PC> MAY l o v CITY OF PORT ANGELES BUILDING DIVISION 70 e Zssvec►. fermi+1-1 114 9i .ate / ��� o Srt sfi Fp.A d v Jlohn Popich Account Executive 4 ' I .� , h? � 1255 Westlake Ave. N o � '��i Seattle,WA 98109 Phone.206-282-0700 Fax.206-285-3091 f national sign Cell:206-550-1259 �. johnp@nationalsigncopp.conj. C-7, / PREPARED 5/21/08 8 49 00 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/21/08 ADDRESS 1714 E 1ST ST SUBDIV TENANT NBR RUDDELL AUTO SALES CONTRACTOR J & J CONST OF PT ANGELES INC PHONE (360) 457 1809 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE (360) 452 6822 PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 07 00001511 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/19/08 JLL BLDG FOUNDATION FOOTING 2/19/08 AP February 19 2008 9 19 01 AM 1pangrle STEVE 460 0070 FOOTING February 19 2008 4 28 53 PM jlierly BLFO O1 2/27/08 JLL BLDG FOUNDATION TIME O1 00 2/27/08 AP February 27 2008 8 59 35 AM 1pangrle SCOTT 461 4724 FOUNDATION AFTERNOON February 27 2008 4 25 55 PM jlierly BLPT O1 3/07/08 PB BLDG PLINTHS TIME 09 00 3/10/08 AP March 6 2008 4 18 47 PM permits STEVE 460 0070 CONCRETE PLINTHS MORNING March 10 2008 8 29 13 AM pbarthol BLPT 02 3/10/08 JLL BLDG PLINTHS TIME O1 00 3/10/08 AP March 10 2008 9 05 49 AM 1pangrle STEVE 460 0070 PLINTHS AFTERNOON March 10 2008 3 28 19 PM jlierly wall of plinth steel/jll BLI O1 5/20/08 PB BLDG INSULATION 5/20/08 AP May 20 2008 8 33 03 AM 1pangrle DEAN 461 3422 INSULATION May 16 2008 2 41 23 PM jlierly May 20 2008 4 48 10 PM pbarthol May 21 2008 8 35 24 AM 1pangrle BL3 01 5/21/08 LL BLDG FRAMING _ t 091 May 21 2008 8 36 21 AM 1pangrle DEAN 461 3422 FRAMING COMMENTS AND NOTES PREPARED 5/20/08 9 57 32 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/20/08 ADDRESS 1714 E IST ST SUBDIV TENANT NBR RUDDELL AUTO SALES CONTRACTOR J & J CONST OF PT ANGELES INC PHONE (360) 457 1809 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE (360) 452 6822 PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 07 00001511 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/19/08 JLL BLDG FOUNDATION FOOTING 2/19/08 AP February 19 2008 9 19 01 AM 1pangrle STEVE 460 0070 FOOTING February 19 2008 4 28 53 PM jlierly BLFO 01 2/27/08 JLL BLDG FOUNDATION TIME 01 00 2/27/08 AP February 27 2008 8 59 35 AM 1pangrle SCOTT 461 4724 FOUNDATION AFTERNOON February 27 2008 4 25 55 PM jlierly BLPT 01 3/07/08 PB BLDG PLINTHS TIME 09 00 3/10/08 AP March 6 2008 4 18 47 PM permits STEVE 460 0070 CONCRETE PLINTHS MORNING March 10 2008 8 29 13 AM pbarthol BLPT 02 3/10/08 JLL BLDG PLINTHS TIME 01 00 3/10/08 AP March 10 008 9 05 49 AM 1pangrle STEVE 460 0070 PLINTHS AFTERNOON March 10 2008 3 28 19 PM jlierly wall of plinth steel/jll BLI 01 5/20/08 JLL BLDG INSULATION May 20 2008 8 33 03 AM 1pangrle DEAN 461 3422 INSULATION COMMENTS AND NOTES PREPARED 5/12/08 9 14 45 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/12/08 ADDRESS 1714 E 1ST ST SUBDIV TENANT NBR RUDDELL AUTO SALES CONTRACTOR J & J CONST OF PT ANGELES INC PHONE (360) 457 1809 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE (360) 452 6822 PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 07 00001511 COMM NEW CONST PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 2/22/08 PB PLUMBING UNDER SLAB 2/22/08 AP February 22 2008 4 20 27 PM pbarthol February 22 2008 4 20 58 PM pbarthol PL6 01 4/28/08 JLL PLUMBING WATER SUPPLY 4/28/08 AP April 28 2008 8 59 08 AM 1pangrle KELLY 808 6273 WATER LINE FROM THE METER TO THE BLDG April 28 2008 3 54 57 PM jlierly PL2 01 5/12/08 JLL ///►►► PLUMBING ROUGH IN tfi May 12 2008 8 58 18 AM 1pan1690 WOR rl STEVE 461 2259 CELL 457 1690 WORK NUMBER ROUGH IN PLUMBING COMMENTS AND NOTES PREPARED 4/28/08 13 48 22 INSPECTION TICKET PAGE 12 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/28/08 ADDRESS 1714 E IST ST SUBDIV TENANT NBR RUDDELL AUTO SALES CONTRACTOR J & J CONST OF PT ANGELES INC PHONE (360) 457 1809 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE (360) 452 6822 PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 07 00001511 COMM NEW CONST - --- ----- - ---- -- -- PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 2/22/08 PB PLUMBING UNDER SLAB 2/22/08 AP February 22 2008 4 20 27 PM pbarthol February 22 2008 4 20 58 PM pbarthol PL6 01 4/28/08JL PLUMBING WATER SUPPLY Ah April 28 2008 8 59 08 AM 1pangrle KELLY 808 6273 WATER LINE FROM THE METER TO THE BLDG COMMENTS AND NOTES CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 08 00000407 Date 4/11/08 Application pin number 791154 Property Address 1714 E 1ST ST ASSESSOR PARCEL NUMBER 06 30 00 1 0 1305 0000 Tenant nbr name RUDDELL HYUNDAI Application type description SIGNS Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 46750 Application desc 226 5 SQ FT FREESTANDING PYLON SIGN Owner Contractor RUDDELL PROP MGMT RPM 2 LLC NATIONAL SIGN CORPORATION 110 GOLF COURSE RD 1255 WESTLAKE AVE N PORT ANGELES WA 98362 SEATTLE WA 98109 (360) 452 6822 (206) 282 0700 Permit SIGN Additional desc 226 5 SF FIS PYLON SIGN Permit pin number 124123 Permit Fee 115 00 Plan Check Fee 00 Issue Date 4/11/08 Valuation 46750 Expiration Date 10/08/08 Qty Unit Charge Per Extension 1 00 115 0000 PER S SIGN FREE OR PROJ 25+ 115 00 Special Notes and Comments April 10 2008 4 01 32 PM sroberds Use of LED sign SHALL be per WSDOT and City standards for such displays April 10 2008 4 18 59 PM permits Fee summary Charged Paid Credited Due Permit Fee Total 115 00 115 00 00 00 Plan Check Total 00 00 00 00 Grand Total 115 00 115 00 00 00 I \� 7 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 —6 4-n4 &Ivf'c�kl &A-hN ate 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 BUILDING PERMIT INSPECTION RECORD C) 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. ITIS 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. OI INSPECTION TYPE DATE ACCEPTED COMMENTS ^V YES NO FOUNDATION- FOOTINGS 711— SHEAR L —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 V) WALL/FLOOR/CEILING MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE WOOD STOVE/PELLET/CHIMNEY FINAL DATE ACCEPTED BY. COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING 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 NO ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING UZ,(2'ocj r T Forms/Building Division/Building Penni[(10/01/07).wpd (4/11/2008) Sue Roberds First Street Page 1 From Sue Roberds To nelsong@wsdot.wa.gov Subject: First Street O Dear Gerald pq The City of Port Angeles has received an application for a free standing sign to be placed on the southeast corner of Penn Street and First Streets in Port Angeles on private property The property previously supported a bowling alley use and is being redeveloped as an addition to the adjacent automobile dealership owned by Howard Ruddell Jr The sign is within the confines of that allowed in the City's Commercial Arterial zone in which the site is located but does contain a 10'x WILED readerboard The applicant has noted that his intent is not to provide animated copy but to provide a series of different photos of cars and their prices at appropriate intervals with various other messages of community interest. Because the site is located adjacent to State Highway 101 which is known as First Street within the City limits, I wanted to make absolutely certain there is no reason not to issue the sign permit. It is noted on the sign permit that compliance with WSDOT standards is required Are there any requirements then that I should know about to share with the applicant? Please let me know if you need further information, or if this basic information is adequate for your response Thank you �- -3 r Im national sign April 8, 2008 City of Port Angeles Jim Lierly, Building Inspector 321 East Fifth Street Port Angeles, WA 98362 Dear Jim, Please find attached the requested stamped engineering calculations for the sign permit application currently under review #08-407 for Ruddell Auto Mail, located at 110 Golf Course Road Please feel free to contact me if you have any questions. Thank you again for your prompt review Sincerely, Na7eZamberlrlin I n Corporation ��� Ste Vice President National Sign Corporation 1255 Westlake Ave.N Seattle, WA 98109 P 206.282.0700 F206285.3091 www.nationalsigncorp.com r ckrr�,y�8, SIGN PERMIT APPLICATION Print in ink �r ICITY OF PORT ANGELES Attn Building Permit Technician For City Use Only Date Received 321 E. Fifth St. Port Angeles WA 98362 Permit# (360)417-4815 fax (360)417-4711 my Approved Applicant or Agent P ne Property Owner g V91>1r=ELL, pZ� 0 GMT P one 3 C�-� Property Owner's Address I Ip Gdt.F TSV - r-_ Q Contractor/Engineer A4f1#WA 5141V Co. Phone �Z Q Contractor/Engineer's Addressy soofflwff A/ q / License # N1A Expires TAT q Project Address 1-71-A r F 17 `S Business Name TZy(->i7r Lt.-_ I� ** V N D Z Parcel Number ©C;'Socootnf ,o5<Doc)O Lot Zoning Submit two sets of plans & a site plan that includes. ■ Type of sign (wall-mounted projecting, freestanding illuminated other ) ■ Placement and sq ft. area How the sign will be securely attached (Engineering specs may be required for freestanding signs) ■ Separation distance between the bottom of projecting and freestanding signs and the surface below See `Chapter 14 36 Sign Code of the City of Port Angeles Municipal Code for sign requirements. Sign Type &Brief Description. (Type, location, sq. ft.) Sign #1 FRz�eST r( )7)W(ZRIZ- DI-4 '51c r) KNIMUM Z /( Sign #2 (� Sign #3 tz-2(Cin Sign #4 Totals(Unit charges Unit Charg Quantit multiplied bV quantities) Type of Sign VGt�U�i or) * 4S 1 50 $47 00 x = $ All signs less than 25 sq ft. $85 00 x = $ Wall or marquees, over 25 sq ft. $115 00 x = $ Freestanding and projecting, over 25 sq ft. GRAND TOTAL Make Checks Payable to City of Port Angeles $ Credit Cards(Except American Express)are accepted Total sign area ssq ft. Maximum allowed sign area 300 sq. ft. I have read and completed this application and know it to be true and correct. I am a ized to apply for this permit and understand that it is my responsibility to grmlw perm) s ar required nd�ttoo obtain permits prior to on projects Date G O Print Name S r C Signature �c�- 3970 aSs I \ A � 4 UAUQ T / 3 S 7710 0 3`E 6 63, � rmmrei °. ALK it -30 / 3 SIGN/ /Al 4 / „q 'o• PROPOSED / 5HOWROOM 5 OWMAY / wee r LA108C.4PBY WAT 3 'm ®�°� DMPLAY / a5er�e co¢r�re eue / / 2 5 LAlD6G4PM /r \ ' LMmBf.APfY ' \ LA1D9f.4PRYa \ 9 / \ zo / 84s\ / CB LANDSCAFM C5 TmTn \ i / / / I / / \ i \fig i T flaf'ional sign 1255 Westlake Ave.N. Seattle,WA 98109 P (206) 282-0700 F (206) 285-3091 www.nationalsigncorp.com This Is An Original Unpublished i ;.'I L __ '1 s •e Drawing,Created By National Sign Corporation.It Is Submitted For Your Personal Use In Connection With A Project Being Planned For You By National Sign Corporation. ' • ace re. ( It Is Not T o Be Shown T o Anyone i eeDiv� Outside Your Organization, Or reyAlso. To Be Used,Reproduced,Copied 8 Iu0 escen Or Exhibited In Any Fashion.Any a t Usage Beyond That Granted To Buyer Herein Shall Require The - ED Message -e to 2 Separate Payment Of A Design 0 ;o And Engineering Fee To National 0 Sign Corporation. o b rn in Client: Pam �r`ey(as above) ° Ruddell Auto Mall 7'-6' Jobsite: 110 Golf Course Rd.Port Angeles,WA o ase Representative W +( John Popic Design No 3 g- 07 392 Fabricated Aluminum Base And `" _ Designer 3'-0' Cap.Paint Gray(ae1bove)With 3'-0' Dark Grey Linework Detail. Ken Krumpos Scale: t - _ 3/16' = 1-0' Date 3/28/08 Sheet No 3 of 3 Revisions Concrete Footing 4'-0"x 4'-6'x 7'3' i 4/4/08 I FILE I I I I I I I I I I I I I I I I I I Customer Approval Salesperson Approval JOB flL4D al, NO o�.t /�✓6'fL�f ea JOB LL4 (pp&rr PPjLL A* M#bL ml t ;) n A nn ( ��/ ADDRESS I1 GDF C#145r ILP ADDRESS 1Io 60W C6ulL5Iyp SHEET NO I OF o national Sign national Sign CALCULATED BY SZ Dace 1255 LristQrke Fire. kSeattle, lrA 98109 1255 Me;tlake dt, '-V Seattlr W4 98109 Y' '206)282-0'00 F :'OG 28_ 3091 P•(206)282-0'00 F (206)_85-309.1 SCALE wwtivnationalsigncorp com www.nationalsigncorp.com ti ll tia#:y¢ r1is` d SGioiv _Y. Sic W . 3 o . q ? ° 23 I Z2 2 , p d0 0 r yD 3rd f D - L s _.... ... •... 0 • , , ,. l d�� 2 stH��ye �. , 9.� �✓? �.._ .1 #'� "?� icy .. irx -3 G p 3D �12p �l x`2$0 albifX Ion -:�f' L, . ..�..; 3 � f P! :. :. . IMP .A. j` _... . w : 5•;82 i _ - (57.30 071x) 7 zs > 6 9q t4F y -o X x fPIK� PDX) �s� PREPARED 3/10/08 11 03 50 INSPECTION TICKET PAGE 11 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/10/08 ADDRESS 1714 E 1ST ST SUBDIV TENANT NBR RUDDELL AUTO SALES CONTRACTOR J & J CONST OF PT ANGELES INC PHONE (360) 457 1809 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE (360) 452 6822 PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 07 00001511 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/19/08 JLL BLDG FOUNDATION FOOTING 2/19/08 AP February 19 2008 9 19 01 AM 1pangrle STEVE 460 0070 FOOTING February 19 2008 4 28 53 PM jlierly BLFO O1 2/27/08 JLL BLDG FOUNDATION TIME O1 00 2/27/08 AP February 27 2008 8 59 35 AM 1pangrle SCOTT 461 4724 FOUNDATION AFTERNOON February 27 2008 4 25 55 PM jlierly BLPT O1 3/07/08 PB BLDG PLINTHS TIME 09 00 3/10/08 AP March 6 2008 4 18 47 PM permits STEVE 460 0070 CONCRETE PLINTHS MORNING March 10 2008 8 29 13 AM pbarthol BLPT 02 3/10/08 JLL BLDG PLINTHS TIME 01 00 March 10 2008 9 05 49 AM 1pangrle STEVE 460 0070 / PLINTHS I [ AFTERNOON vj COMMENTS AND NOTES PREPARED 3/07/08 9 05 34 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/07/08 ADDRESS 1714 E 1ST ST SUBDIV TENANT NBR RUDDELL AUTO SALES CONTRACTOR J & J CONST OF PT ANGELES INC PHONE (360) 457 1809 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE (360) 452 6822 PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 07 00001511 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/19/08 JLL BLDG FOUNDATION FOOTING 2/19/08 AP February 19 2008 9 19 01 AM 1pangrle STEVE 460 0070 FOOTING February 19 2008 4 28 53 PM jlierly BLFO O1 2/27/08 JLL BLDG FOUNDATION TIME O1 00 2/27/08 AP February 27 2008 8 59 35 AM 1pangrle SCOTT 461 4724 FOUNDATION AFTERNOON February 27 2008 4 25 55 PM jlierly BLPT O1 3/ 7/08 JLL 11 BLDG PLINTHS TIME 09 00 March 6 2008 4 18 47 PM permits STEVE 460 0070 CONCRETE PLINTHS MORNING - COMMENTS AND NOTES PREPARED 2/27/08 9 29 15 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/27/08 ADDRESS 1714 E 1ST ST SUBDIV TENANT NBR RUDDELL AUTO SALES CONTRACTOR J & J CONST OF PT ANGELES INC PHONE (360) 457 1809 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE (360) 452 6822 PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 07 00001511 COMM NEW CONST --- -- ----- - PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/19/08 JLL BLDG FOUNDATION FOOTING 2/19/08 AP February 19 2008 9 19 01 AM 1pangrle STEVE 460 0070 FOOTING February 19 2008 4 28 53 PM jlierly BLFO O1 2/27/08 L BLDG FOUNDATION TIME O1 00 February 27 2008 8 59 35 AM 1pangrle SCOTT 461 4724 FOUNDATION AFTERNOON COMMENTS AND NOTES PREPARED 2/22/08 9 03 53 INSPECTION TICKET PAGE 13 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/22/08 ADDRESS 1714 E 1ST ST SUBDIV TENANT NBR RUDDELL AUTO SALES CONTRACTOR J & J CONST OF PT ANGELES INC PHONE (360) 457 1809 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE (360) 452 6822 PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 07 00001511 COMM NEW CONST ---- -- -- ---- -- PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PLOPLO 01 2/ 2/08 JLL PLUMBING ROUGH IN � February 22 2008 8 26 39 AM 1pangrle 7 STEVE 961 2259 OR 457 1690 PLUMBING COMMENTS AND NOTES V U �jo PREPARED 2/19/08 10 08 45 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/19/08 ADDRESS 1714 E 1ST ST SUBDIV TENANT NBR RUDDELL AUTO SALES CONTRACTOR J & J CONST OF PT ANGELES INC PHONE (360) 457 1809 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE (360) 452 6822 PARCEL 06 30 00 1 0 1305 0000 APPL NUMBER 07 00001511 COMM NEW CONST ------ - - -- -- ---- -- --- -- PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/19/08 L BLDG FOUNDATION FOOTING February 19 2008 9 19 01 AM 1pangrle STEVE 460 0070 FOOTING COMMENTS AND NOTES V CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION w 321 EAST 5TH STREET PORT ANGELES,WA 98362 Application Number 07 00001511 Date 2/14/08 Application pin number 134610 Property Address 1714 E 1ST ST ASSESSOR PARCEL NUMBER 06 30 00 1 0 1305 0000 Tenant nbr name RUDDELL AUTO SALES Application type description COMM NEW CONST Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 500000 Application desc SINGLE STORY STEEL BUILDING Owner Contractor RUDDELL PROP MGMT RPM 2 LLC J & J CONST OF PT ANGELES INC 110 GOLF COURSE RD 233 ALICE RD PORT ANGELES WA 983624904 PORT ANGELES WA ,98363 (360) 452 6822 (360) 4,57 1809 Other struct info HARD SURFACE AREA Permit DRIVEWAY INSTALLATION Additional desc Permit pin number 120899 Permit Fee 170_00 Plan Check Fee 00 a Issue Date 2/14/08 Valuation 0 Expiration Date 8/12/08 Qty Unit Charge Per Extension BASE FEE 170 00 Permit RIGHT OF WAY Additional desc Permit pin number 120915 Permit Fee 50 00 Plan Check Fee 00 Issue Date 2/14/08 Valuation 500000 Expiration Date 8/12/08 Qty Unit Charge Per Extension 1 00 50 0000 ECH RIGHT OF WAY PERMIT 50 00 Permit SANITARY SEWER HOOK UP Additional desc Permit pin number 120907 Permit Fee 120 00 Plan Check Fee 00 Issue Date 2/14/08 Valuation 500000 Expiration Date 8/12/08 Qty Unit Charge Per Extension 1 00 120 0000 EA SAN SEWER HOOKUP 120 00 Special Notes and Comments January 11 2008 10 53 11 AM sroberds 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 con ion. 1 r Si nature f ontractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T•\Policies\1102.15R[1105] PERMIT INSPECTION RECORD CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCA T ION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W /PW/ CONSTRUCTION RW ENGINEERING 4174807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T•\Policies\l 102.15R[1/05] O�ttt 0"O"T"�N CITY OF PORT ANGELES V1� PUBLIC WORKS -UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES,WA 98362 Page 2 Application Number 07 00001511 Date 2/14/08 Application pin number 134610 Special Notes and Comments The size of the project over 20 automobiles or more than 4 000 square feet of building area will require SEPA review 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 January 8 2008 11 29 28 AM sroberds Site placement for the single story building is fine Lot coverage is 5% Issues that will be further reviewed include encroachment into the ROW MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense December 20 2007 3 14 30 PM Bob Larson 360 411 4706 Contact Public Works Electrical Engineering early in your project for electrical service design Certain transformers take several months for delivery Please forward E sheets of plans to me as soon as possible EROSION & SEDIMENT CONTROL PER CITY STANDARDS OR APPROVED ENGINEER DESIGN PRIOR TO START OF WORK Sanitary b ewer connection inspection is requir6d .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 Publ'ic •Works Engineering is required prior to pouring concrete Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 340 00 340 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 344 50 344 50 00 00 x 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(1105) 0 PERMIT INSPECTION RECORD CALL 417-4807 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS 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 PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED ;7 ES Lo- CONSTRUCTION&W OCONSTRUCTION&W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T-\Policies\l102.15R[1/05] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION c' 321 EAST 5TH STREET PORT ANGELES, WA 98362 r Application Number 07 00001511 Date 2/14/08 Application pin number 134610 Property Address 1714 E 1ST ST ASSESSOR PARCEL NUMBER 06 30 00 1 0 1305 0000 Tenant nbr name RUDDELL AUTO SALES Application type description COMM NEW CONST Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 500000 Application desc SINGLE STORY STEEL BUILDING Owner Contractor RUDDELL PROP MGMT RPM 2 LLC J & J CONST OF PT ANGELES INC 110 GOLF COURSE RD 233 ALICE RD PORT ANGELES WA 983624904 PORT ANGELES WA 98363 (360) 452 6822 (360) 457 1809 Other struct info HARD SURFACE AREA Permit BUILDING PERMIT COMMERCIAL Additional desc ENGINEERED STEEL BUILDING Permit pin number 117952 Permit Fee 3260 25 Plan Check Fee 2119 16 Issue Date 2/14/08 Valuation 500000 Expiration Date 8/12/08 Qty Unit Charge Per Extension BASE FEE 1020 25 400 00 5 6000 THOU BL-100 001 500K (5 60 PER K) 2240 00 Permit MECHANICAL PERMIT Additional desc Permit pin number 120857 Permit Fee 86 55 Plan Check Fee 00 Issue Date 2/14/08 valuation 0 Expiration Date 8/12/08 Qty Unit Charge Per Extension BASE FEE 50 00 1 00 14 8000 ECH ME INSTALL 100- FAU 14 80 3 00 7 2500 ECH ME VENT FAN 21 75 Permit PLUMBING PERMIT Additional desc Permit pin number 120865 /` t Permit Fee 135 00 Plan Check Fee 00 1/ Issue Date 2/14/08 Valuation 0 if Expiration Date 8/12/08 �V Qty Unit Charge Per Extension BASE FEE 50 00 / � 69 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. / L r C Cel !G?Z- ,'Date/ Print Name Signature 9rcontractor or Authorized Agent Signature of Owner(if owner is builder) T.Forms/Building Division/Building Permit(10/01/07).wpd 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. ITIS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE .y INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION- FOOTINGS SHEAR WALLS/WALLS FOUNDATION DRAINAGE/DOWNSPOUTS 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 I 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 FINAL DATE ACCEPTED BY. COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT 4 s SEPA. PARKING/LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED 1'ES NO ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 4174750 PLANNING DEPT BUILDING 417-4815 BUILDING T Forms/Bwlding 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 Page 2 Application Number 07 00001511 Date 2/14/08 Application pin number 134610 Qty Unit Charge Per Extension 8 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 56 00 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 January 11 2008 10 53 11 AM sroberds The size of the project over 20 automobiles or more than 4 000 square feet of building area will require SEPA review 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 January 8 2008 11 29 28 AM sroberds Site placement for the single story building is fine Lot coverage is 5W Issues that will be further reviewed include encroachment into the ROW MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense December 20 2007 3 14 30 PM Bob Larson 360 417 4706 Contact Public Works Electrical Engineering early in your project for electrical service design Certain transformers take several months for delivery Please forward E sheets of plans to me as soon as possible EROSION & SEDIMENT CONTROL PER CITY STANDARDS OR APPROVED ENGINEER DESIGN PRIOR TO START OF WORK 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 STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 3481 80 3481 80 00 00 Plan Check Total 2119 16 2119 16 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 5605 46 5605 46 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 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. ITIS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS 1 YES NO �( FOUNDATION- 2- -7-Q Q 7 LL CoIn c r Pie, pI I YI)i� 3--7-62 F(3 FOOTINGS - -0 n'�h 3-lo-O8 7L(- SHEAR WALLS/WALLS FOUNDATION DRAINAGE/DOWN SPOUTS PIERS POST HOLES(POLE BLDGS.) PLUMBING p UNDER FLOOR/SLAB 'Z(�g t B ROUGH-IN 5- --(fig aLL- WATER LINE(METER TO BLDG) &L- (�i � R GAS LINE FINAL0 2 BIZ v'�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 ,, l INSULATION 5 -!o-U cf:J� SLAB �n WALL/FLOOR/CEILING `�) MECHANICAL HEATPUMP/FURNACE/DUCTS /� GAS LINE u/ 1 WOOD STOVE/PELLET/CHIMNEY FINALOZ 12-0` DATE �i.� ACCEPTED BY. t COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS ,p SKIRTING P PLANNING DEPT SEPARATE PERMIT N's SEPA. PARKING/LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE O RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W /PW/ CONSTRUCTION R.W P ENGINEERING 417-4807 PW/ENGINEERING o � FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING r 2^ T Forms/Building Division/Building Penni[(l0/01/07).wpd LA i ry ANGELES w W A S H I N G T O N U S A MEMO CITY MANAGER Mark E.Madsen DATE FEBRUARY 14,2008 City Manager RECHVED 417-4501 TO CHERYL POSSINGER YVONNE ZIOMKOWSKI FEB 14 2008 Christine Heberlmg SUE ROBERDS Assistant to the Cit Manager CITY OF PORT ANGELES City g FROM MARK E.MADSEN ��`� Dept.of Community Development 417-4500 Becky Upton RE PERMIT FEE WAIVER—PERMIT#07-1511 City Clerk 417-4634 Teresa Pierce Please see the attached letter to Howie Ruddell of Ruddell Auto Mall waiving Executive $3,153 19 of the permit fees for Building Permit# 07 1511 This waiver of funds Communications is for the purpose of encouraging economic development in the City consistent Coordinator with PAMC 3 70 900 The permit fee balance for this permit of$673 11 is due and 417-4630 payable by the permit applicant. — S FAX 360-417-4509 1 Please make appropriate j ournal entries to waive the permit fees in the amount listed above 2. Make the appropriate j ournal entries to transfer funds in the same amount from the Economic Development Fund to the Building Permit ledger to cover fees waived for economic development purposes. Thanks "fit' Attachment: Letter to Howard Ruddell, Dated February 14, 2008 i, P ORT ,, NGELES rv. A-11 W A S H I N G TO N U S A City Manager's Office February 14, 2008 Howard Ruddell r' Ruddell Auto Mall * , x 110 South Golf Course Road Port Angeles, WA 98362 s Re Building Permit Fee Waiver Dear Howie . The Ruddell family and your automotive dealership havelong.been tremendous assets to the } Port Angeles community We appreciate your decision to expand your business and locate the Hyundai dealership in Port Angeles rather than in a neighbor narea. r-- ' Fg As you, Mayor Rogers and I have previously discussed, the Washington State Constitution and Statues leave the City very few economic incentive tools to encourage business (T� development and expansion. One tool we do have is the ability to waive certain fees in the interest of economic development. The authority to do so is vested in the City Manager by the City Council. �- Inkeeping with our discussion the City by this letter waives $3,153 19 in Building Permit ` fees for your development project. The remainder of such fees will be your responsibility {; A t, " ` ° k 's Again we express our thanks for your many contributions to our community Sincerely, {y' Mark E. Madsen f, City Manager k: { ?4: Y `fir �i Pic �. -. f J ' Phone 360-417-4500/ Fax 360-417-4509 Website wwwcityofpa.us/ Email citymanager@cityofpa.us °:, '' '321 East Fifth Street P 0 Box 1150/ Port Anaeles WA 98362-0217 NO 1216 CITY OF PORT ANGELES DETERMINATION OF NON SIGNIFICANCE Description of Proposal Construction of a 2,976 square foot building and repaving of a 63,982 square foot site for the development of an automobile showroom and sales yard located in the Commercial Arterial zone. Loon of Propos la (inclu g street address, if any) Intersection of E First Street and Penn reet, 1714 E. First Street. APP - Howard Ruddell,Ruddell Hyundai Auto Sales Lead Agency- City of Port Angeles The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C 030(2)(c) This decision was made after review of a completed environmental checklist and other information on file with the lead agency This information is available to the public on request. [ ] This DNS is issued under WAC 197-11-340(2), the lead agency will not act on this proposal for 14 days from the date of issuance. Comments must be submitted by at which time the DNS may be retained, modified, or withdrawn. [ ] There is no comment period for this DNS [X] This DNS is issued per WAC 197-11-355 There is no further comment period. February-7, 2008 -Ma-k g -7na- --� Date Mark E. Madsen, City Manager You may appeal this determination to the Port Angeles City Council through the Department of Community&Economic Development, 321 East Fifth Street,Port Angeles, WA, 98362, by submitting such written appeal to the Department no later than February 22, 2008 You should be prepared to make specific factual objections. Responsible Official Mark E Madsen, City Manager City of Port Angeles,321 East Fifth Street, P O Box 1150 Port Angeles, WA 98362, phone(360)417 4750 Pub- NA Post: NA Mail to DOE. February 7 2008 LINDBE o A R C H I C T S 319 south peabody suite b/port angeles,wa 98362/360.452.6116 fax 360.452.7064 I email contact@lindarch.com/www.lindarch.com memo-letter —o TO f DATE SUBJECT r _ lG _ e ` J � CITY OF PORT AN - BUILDING DIVISION C-802-2 TED IN U.S.A. 2006 Washington State Nonresidential Energy Code Compliance Form Interior • • Summary LTG-INT; 2006 Washington Slate Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address 1714 E First Street Date 1/30/2008 Port Angeles WA For Building Department Use Applicant Name: Howard A Ruddell Applicant Address: 110 S Golf course Rd Applicant Phone: 452-6822 Project Description New Building ❑ Addition ❑ Alteration ❑Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Prescriptive * Lighting Power Allowance O Systems Analysis See Qualification Checklist(over). Indicate Prescriptive&LPA spaces clearly onplans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box sec. 1132.3) ❑ Less than 60%of the fixtures new,installed wattage not increased,&space use not changed. Maximum Allowed Lighting Wattage Location Allowed (floor/room no.) Occupancy Description Watts per f12 Area in ft2 Allowed x Area Showroom, waiting Entry 1 50 1987 0 2980 5 Offices Lounge Toilet Rooms 1 20 989 0 1186 8 From Table 15-1 (over) document all exceptions on form LTG-LPA Total Allowed Watts 4167 3 Proposed Lighting Wattage Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed See plans See plans Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Z Notes: 1 For proposed Fixture Description,indicate fixture type,lamp type(e.g.T-8),number of lamps in the fixture,and ballast type(if included). For track lighting,list the length of the track(in feet)in addition to the fixture,lamp and ballast information. 2.For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section 1530 For hard-wired ballasts only the default table in the NREC Technical Reference Manual may also be used. For track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50,or as applicable, the wattage of current limiting devices or of the transformer 3 List all fixtures.For exempt lighting note section and exception number and leave Watts/Fixture blank. b� � 1 2006 Washington State Nonresidential Energy Code Compliance Form Interior • • Summary (back) LTG-INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July= Prescriptive Spaces Occupancy- 0 Warehouses,storage areas or aircraft storage hangers 0 Other lifiiChecklist Lighting Qualification ec Fixtures: [:1 Check if 95%or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note:If occupancy type is 'Other"and fixture 1 Fluorescent fixtures which are non-lensed with a) 1 or 2 two lamps,b)reflector answer is checked,the number of fixtures in(Section the space is not limited by Code. Clearly 1521) or louvers,c)5-60 watt T 1 T-2,T-4 T 5,T-8 lamps,and d)hard-wired elec- indicate these spaces on plans. If not tronic dimming ballasts. Screw-in compact fluorescent fixtures do not qualify qualified,do LPA Calculations. 2.Metal Halide with a)reflector b)ceramic MH lamps<=150w c)electronic ballasts 3.LED lights. TABLE 15-1 Unit Lighting Power Allowance LPA Use LPA W/s Use LPA W/s Automotive facility 0.9 Office buildings,office/administrative areas in 1.0 facilities of other use types(including but not limited to schools hospitals,institutions,museums,banks, churches Convention center 1.2 Penitentiary and other Group 1-3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias,fast food establishments 1.3 Post office 1 1 restaurants/bars Dormitory 10 Retail retail banking,mall concourses,wholesale 1.5 stores(pallet rack shelving) Exercise center 10 School buildings(Group E Occupancy only),school 1.2 classrooms,day care centers G mnasia ,assembly spaces' 1.0 Theater,motion picture 1.2 Health care clinic 10 Theater,performing arts 1.6 Hospital, nursing homes,and other Group 1-1 and 1.2 Transportation 1.0 1-2 Occupancies Hotel/motel 10 Warehouses",storage areas 0.5 Hotel banquet/conference/exhibition hall 2.0 Workshops 14 Laboratory spaces(all spaces not classified 1.8 Parking garages 0.2 'laboratory"shall meet office and other appropriate categories) Laundries 1.2 Libraries5 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies'(ex ce t mall concourses 1.2 Museum 1 1 Common areas,corridors,toilet facilities and 0.8 washrooms,elevator lobbies Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed,the specific use shall apply In cases in which a use is not mentioned specifically the Unit Power Allowance shall be determined by the building official.This determination shall be based upon the most comparable use specified in the table.See Section 1512 for exempt areas. 2) The watts per square foot may be increased,by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces,such as seating and common areas,use the Unit Light Power Allowance for assembly 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions,a Unit Lighting Power Allowance of 1 10 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5 000 the Unit Lighting Power Allowance for the court area is 2.60 W/ft2 10) Display window illumination installed within 2 feet of the window provided that the display window is separated from the retail space by walls or at least three-quarter-height partitions(transparent or opaque).and lighting for free-standing display where the lighting moves with the display are exempt. An additional 1 5 w/ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling-mounted track or directly on or recessed into the ceiling itself(not on the wall). b) adjustable in both the horizontal and vertical axes(vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED tungsten halogen,fluorescent,or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan,indicating rack location and height,is submitted,the square footage for a warehouse may be defined,for computing the interior Unit Lighting Power Allowance,as the floor area not covered by racks plus the vertical face area(access side only) of the racks.The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2006 Washington State Nonresidential Energy Code Compliance Form f 'Envelope Summary Climate Zone 1 ENV-SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address 1714 E First Street Date 1/30/2008 Port Angeles WA For Building Department Use Applicant Name: Howard A Ruddell Applicant Address: 110 S Golf Course Rd Applicant Phone: 452-6822 Project Description 0 New Building ❑Addition ❑ Alteration ❑ Change of Use 2 Prescriptive ❑ Component Performance ❑ Seattle EnvStd Compliance Option (See Decision Flowchart(over)for qualifications) ❑ Systems Analysis Space Heat Type O Electric resistance Q All other (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1 Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to QQ the level required for opaque walls. �j s�© X100 = �� O yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying Q no assembly below. Check here if using semi-heated path and if project meets all requirements for semi-heated spaces Semi-Heated Path yes as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall O no insulation requirement is reduced(2006 change). Only available in prescriptive path. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Wall Maximum U-factor is 0.15(R5.7 continuous ins) Minimum Insulation R-values CMU block walls with insulated cores comply Roofs Over Attic If project qualifies for Concrete/Masonry Option,list walls All Other Roofs R-30 with HC>_9 0 Btu/ft2- F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls' R-21 from Table 10-9 in the Code. Below Grade Walls Wall Description LI-factor Floors Over Unconditioned Space (including insulation R-value&position) Slabs-on-Grade R-10 Radiant Floors Maximum U-factors Opaque Doors Vertical Glazing 0 400 Overhead Glazing Maximum SHGC(or SC) Vertical/Overhead Glazing 1 Assemblies with metal framing must comply with overall U-factors Notes � Alt C2(f'6' . Steel R-11- 2-- � / W d_ r� 4 `��;; �.'.,s���4.,�� \i,,,�-�•. �f.�J'���"�r�> > � \�� J a� jai-�-� '�� s G t i ` '�_ `��' •.1 � 1 ; 3 ! rte\ y 1 07-1511 PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Project Name Ruddell Auto Sales Address 1714 East First Plan# 03-04 Com ® Residential ❑ Date 0103 08 We have checked this plan and find that it conforms to the requirements of our codes and ordinances. 1 Address numbers must be provided. Numbers must be at least 6" tall and clearly visible from the street. NOTE Prior to the issuance of a Certificate of Occupancy compliance with the above conditions must be met. Reviewed by- I Date 1,. 3 co$ Iq Building Department Copy ❑ Contractor/Owner Copy ❑ Fire Department Copy FRE City of Port Angeles Community Developement (Building Division) 321 E 5th St Port Angeles Washington 98362 360-417-4815/ Fax 417-4711 Plan analysis based on the 2003 International Building Code Project Number 07-1511 Date January 8, 2008 Project Name Ruddells auto sales Address 1714 E First street Contractor J&J Occupancy B Architect Linberg smith Construction I-A Engineer Report By JIM LIERLY NOTE The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC It is a guide to selected sections of the code Report created using Plan Analyst software by IHS Global 800-854-7179 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS ------------------------------------------------------------------- 1 Office B ok 2880 Interior check only Total for Floor 2880 Interior check only Page # 2 Code review for Project Id Ruddells auto sales Address 1714 E First street FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS -- Table 601 ELEMENT MATERIAL RATING NOTES Structural Frame Noncombustible 3 hour Note 2 Interior Bearing wall Noncombustible 3 hour Interior nonbrg wall Noncombustible 0 hour Note 5 Shaft Enclosure Noncombustible 2 hour Note 1 Floor/Ceiling Assembly Noncombustible 2 hour Roof/Ceiling Assembly Noncombustible 1 1/2 hour Note 4 13 Stairs Noncombustible None NOTES 1 Fire resistance rating for shafts based on Section 707 4 NOTE See Section 707 2 for shaft enclosure exceptions 2 Roof Supports Fire resistance rating of structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only -- Table 601 b 4 Heavy timber shall be permitted where a 1 hour or less fire rating is required -- Table 601 c 2 5 Fire-retardant treated wood shall be permitted in A Nonbearing partitions where the required fire-resistance rating is two hours or less -- Sec 603 1 1 1 Partitions dividing portions of stores, offices or similar places occupied by one tenant only and do not establish a corridor or serve an occupant load of 30 or more may be A constructed of fire retardant treated wood B one hour fire resistive construction C wood panels or similar up to six feet in height -- Sec 603 1, Exception 8 13 Fire-retardant-treated wood shall be allowed in buildings including girders and trusses as part of the roof construction -- Table 601, c 3 Page # 3 Code review for Project Id Ruddells auto sales Address 1714 E First street SHAFT REQUIREMENTS Openings other than those necessary for the purpose of the shaft shall not be permitted -- Sec 707 7 1 Penetrations other than those necessary for the purpose of the shaft shall not be permitted -- Sec 707 8 1 Shafts that do not extend to the bottom of the building shall 1 Be enclosed at the lowest level with the same fire-resistance rating as the lowest floor but not less than the rating of the shaft enclosure or 2 Terminate in a room having a use related to the purpose of the shaft The room and openings shall have a fire-resistance rating at least equal to the shaft enclosure; or 3 Be protected by approved fire dampers installed at the lowest floor level within the shaft enclosure -- Sec 707 11 EXIT REQUIREMENTS FL NAME NUMB MIN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WIDTH HDWR RATING SWING ------------------------------------------------------------------------- 1 Office 29 1 5 8 No N/A N/R TOTAL FOR FLOOR 29 1 5 8 No N/A N/R 5 FOOTNOTES 5 One exit is based on compliance with Section 1018 2, #3 6 One exit is based on compliance with Section 1018 2 and Table 1018 2 NOTES FOR EXIT TABLE Door swing is based on Section 1008 1 2 Occupant load is based on Section 1004 and Table 1004 1 2 Exit width is in inches and based on Section 1005 1 & Table 1005 1 Width shown for all areas is based on other egress components Width shown for 1st floor is based on other egress components Width shown for other floors & basements is based on stairways For the minimum width of doors see Section 1008 1 1 For the minimum width of corridors see Section 1016 2 For the minimum width of stairways, see Section 1009 1 Exits shall be continuous from the point of entry into the exit to the exit discharge -- Sec 1003 6 Page # 4 Code review for Project Id Ruddells auto sales Address 1714 E First street BOLT LOCKS Manually operated flush bolts and surface bolts are not permitted -- Sec 1008 1 8 4 Exception 2 Where a pair of doors serves a storage or equipment room manually operated edge- or surface-mounted bolts are permitted on the inactive leaf LOCKS AND LATCHES Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort -- Sec 1008 1 8 Locks and latches shall be permitted to prevent operation where any of the following exists Exception 2 The main door or doors in Group B, F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided 2 1 The locking device is readily distinguishable as locked 2 2 A readily visible durable sign is posted on the egress side stating THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED Exception 3 Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware ADDITIONAL DOORS Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008 1 LANDINGS AT DOORS 1 There shall be a floor or landing on each side of a door -- Sec 1008 1 4 2 Such floor or landing shall be at the same elevation on each side of the door -- Sec 1008 1 4 3 The floor or landing shall not be more than 1/2 inch lower than the threshold -- Sec 1008 1 6 4 Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width The minimum length in the direction of exit travel is 44 inches -- Sec 1008 1 5 5 The space between two doors in series shall be 48 inches plus the width of door swinging into the space -- Sec 1008 1 7 1 Are the require exits shown on plans 2 See table 1018 1/1018 2 are there two exits from the stories above and below grade plan Page # 5 Code review for Project Id Ruddells auto sales Address 1714 E First street EXIT ACCESS TRAVEL DISTANCE The maximum travel distance in Group B is 200 feet -- Table 1015 1 BUILDING ACCESSIBILITY 1 In addition to accessible entrances required by Sections 1105 1 1 through 1105 1 6, at least 50 percent of all public entrances shall be accessible -- Sec 1105 1 2 At least one accessible entrance shall be provided to each tenant dwelling unit and sleeping unit in a facility -- Sec 1105 1 6 3 Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106 1 -- Sec 1106 1 4 At least one accessible route shall connect each accessible level -- Sec 1104 4 See exceptions 5 Accessible routes shall coincide with or be located in the same area as a general circulation path Where the circulation path is interior the accessible route shall also be interior -- Sec 1104 5 6 On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible -- Sec 1109 5 WALL AND CEILING FINISH 1 Wall and ceiling finish materials are required to comply with Sec 803 5 and Table 803 5 2 Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803 6 1 1 or 803 6 1 2 -- Sec 803 6 1 3 Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers -- Sec 803 6 2 4 Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials -- Sec 803 7 5 Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches -- Sec 1210 1 6 Walls within 2 feet of urinals and water closets shall have a smooth hard nonabsorbent surface, to a height of 4 feet above the floor -- Sec 1210 2 Page # 6 Code review for Project Id Ruddells auto sales Address 1714 E First street INSULATION NOTES 1 Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450 -- Sec 719 2 (concealed installation) and Sec 719 3 (exposed installation) Foam plastic insulations are required to be protected -- Sec 2603 ADDITIONAL REQUIREMENTS For B occupancy ACCESSIBLE FACILITIES NOTE Except as noted section numbers listed below are from ICC/ANSI A117 1 and Washington state amendments WATER FOUNTAINS AND WATER COOLERS Accessible units must comply with the following 1 Spout is to be within 36 inches of the floor -- Sec 602 4 2 Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit -- Sec 602 5 3 Spouts shall provide a flow of water 4 inches height minimum -- Sec 602 6 TOILET FACILITIES 1 A 60 inch diameter turning space or T-shaped space is required in the toilet room -- Sec 603 2 1 and 304 3 Doors shall not swing into the clear floor space for any fixture 603 2 3 See exception for rooms used for individual use 2 Water closet shall be mounted adjacent to a side wall or partition The distance from the side wall or partition to the centerline of the water closet shall be 16 to 18 in Sec 604 2 3 When the accessible water closet is not in a compartment Clearance around the water closet shall be 60 inches minimum measured perpendicular to the side wall, and 56 inches minimum measured perpendicular to the rear wall -- Sec 604 3 1 4 When the accessible water closet is in a compartment Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall -- Sec 604 8 1 1 Compartment doors shall not swing into the minimum required compartment area -- Sec 604 8 1 2 Page # 7 Code review for Project Id Ruddells auto sales Address 1714 E First street 5 Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum or shall provide equivalent graspability -- Sec 609 2 The space between the wall and the grab bar shall be 1 1/2 inches Sec 609 3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor -- Sec 609 4 a Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall (The minimum length of the bar is 42 in) -- Sec 604 5 1 b The rear bar shall be 24 in long minimum, centered on the water closet Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side -- Sec 604 5 2 6 The top of the water closet seats shall be 17 to 19 inches above the floor -- Sec 604 4 7 Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor -- Sec 605 2 8 Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor -- Sec 606 3 9 Sinks shall be 6 1/2 inches deep maximum -- Sec 606 5 10 Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact -- Sec 606 6 11 Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor -- Sec 603 3 FIXTURE COUNT TABLE NAME NUMBER RATIO WATER CLOSETS LAVS TUB DRINKING OCC MIF MALE FEMALE M F SHOWER FOUNTAIN --------------------------------------------------------------------- lst floor Office 29 50/50 1 1 1 1 0 1 Ratio = 1 per 50 50 80 80 -- 30 TOTAL FOR FLOOR 1 1 1 1 0 1 BUILDING TOTAL 1 1 1 1 0 1 International Plumbing Code Section 403 and Table 403 1 In each bathroom or toilet room, urinals shall not be substituted for more than 67 percent of the required water closets -- IPC Sec 419 2 Page # 8 Code review for Project Id Ruddells auto sales Address 1714 E First street NOTE The number of fixtures for a floor may not match total number of fixtures per area The number of fixtures for the building may not match the total for the floors The number of fixtures for each area and floor are rounded up to the next whole number Totals are not rounded up until the total is obtained If the fixtures only serve an area use number shown for each area If the fixtures serve an entire floor or building, use number shown for totals IF Page # 9 Code review for Project Id Ruddells auto sales Address 1714 E First street Septic system or sewer connection required GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material -- Sec 2406 1 Locations -- Sec 2406 3 1 Glazing in swinging doors except jalousies 2 Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies 3 Glazing in storm doors 4 Glazing in all unframed swinging doors 5 Glazing in doors and enclosures for hot tubs, whirlpools, saunas steam rooms, bathtubs and showers Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface 6 Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface Exception Panels where there is an intervening wall or other permanent barrier between the door and glazing 7 Glazing in an individual fixed or operable panel other than those locations described in items 5 and 6 above than meets all of the following conditions 7 1 Exposed area of an individual pane greater than 9 square feet 7 2 Exposed bottom edge less than 18 inches above the floor 7 3 Exposed top edge greater than 36 inches above the floor 7 4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing See Exceptions 8 Glazing in guards and railings regardless of the area or height above a walking surface 9 Glazing in walls and fences enclosing indoor and outdoor swimming pools hot tubs and spas where all of the following are present 9 1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface 9 2 The glazing is within 60 inches of the water' s edge 10 Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface 11 Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread See Exceptions FOR OFFICIAL USE ONLY —02 Date Rec. BUILDING PERMIT - APPLICATION ,. F Permits Fih out COMPLETELY and in INK.Your application and site plan MUST �{ Date Approve COMPLETE to be accepted for review If you have any questions,call Date Issued: PERMITS (360)417-4815 FAX(360)417-4711 I �.,��.�� �,���1'�`�rc Phone: Applicant or Agen • �,,.� Phone. � Owner- ��•• �,?.�^ City- Zip. 98 Address: Phone: 2-!y//�o Archrtect/En;lneer• ,�57 1�p9 State License#y1��=��` 1 Exp Z Phone: Contractor J 9�3G 3 Address: '?J-7-'4u � 4 city. f?.,,►Ac �� Zip PROJECT ADDRESS /7/� � � STZONING LEGAL DESCRIPTION Lot: /4,33 Block: Subdivision. CLALLAM COUNTY PARCEL NUNIBER. TYPE OF WORK. SIZE/VALUATION •• �C ❑ ResResidentialJ�Necv ❑ Stove Constr ❑ Re-roof '�SF @$1�-1 SF =$/SF =$ ❑ Multi-family ❑ Addition ❑ Move❑ Garage SF @$ /SF =$ ❑ Demolition ❑ Deck SF @$ �C Commercial ❑ Remodel TOTAL VALUATION $ ❑ Repair ❑ Sign ❑ Other_.— BRIEF DESCRIPTION OF THE PROJECT —'"1 111111, ALL- GIG SI L// S ��•cl� COMMERCIAL/RESIDEN'TIAL. Occupancy Group-- Occupant Load Construction Type /.meg -Existm S Ft. _ &Proposed Sq Ft.:Zl71p =TOTAL Sq.Ft.Zf M2 No. of Stones:� Lot Size: g q Total lot coverage % APPROVALS PLANNING USE ONLY PLAN BLDG DPWU FIRE. ESA,VJetland(s) ❑Yes ❑No SEPA Checklist required? ❑ Yes ❑ No Other OTHER. VALUATION OF CONSTRUCTION In all cases,a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE.IF a plan check fee is due It must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF the, will expire. The PLAN REVIEW If no permit is issued within 180 days of the date of application, pp P Building Official can extend the time for action by the applicant up to 180 days upon wntten request by the applicant(see Section RI 05.3.2 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. 1 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. / Date: T-TORMS\BIdgPermitform.wpd Applicant: L-.7 Lf \ r � / 1 / / l Q� \ A' / as / t A FO F .O-.OL .t 'Arlo," / \ ® N'd 1 19 aw�aiv� ` / AVIM / s Par— _ t i / .wtiw I N "y NM £ 000.6 WAo / Jo 101 !n4. Application Number . . . . . 08-00000716 Date 6/18/08 Application pin number . . 677248 Property Address . . . . . . 1714 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-1-0-1305-0000- Application type description ELECTRICAL ONLY Subdivision Name . . . . Property Use . . . . . . Property Zoning . . . . . . . COMMERCIAL ARTERIAL Application valuation . . . . 0 Owner Contractor ------------------------ _______________________- RUDDELL PROPERTY MGT RPM LLC ANGELES COMMUNICATIONS INC. C/O SANDRA RUDDELL 102 ROSS LN. PORT ANGELES WA 98362 PORT ANGELES, WA PORT ANGELES WA 98362 (360) 457-4375 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL NEW COMMERICAL Additional desc . . ANG. COMM. VOICE DATA Permit pin number . 128355 Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date 6/18/08 Valuation 0 Expiration Date 12/15/08 Qty Unit Charge Per Extension �- 1.00 40.0000 EL-LOW VOLT SYS <=2500 SOFT 40.00 _____ ------ ----_---_------ Fee summary Charged Paid Credited Due _________________ __________ __________ __________ __________ Permit Fee Total 40.00 40.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 40.00 .00 .00 _NI CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION �v 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 08-00000654 Date 5/30/08 Application pin number . . . 236220 Property Address . . . . . . 1714 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-1-0-1305-0000- Tenant nbr, name . . . . . . RUDDELL AUTO MALL Application type description PLUMBING REPAIR Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . COMMERCIAL ARTERIAL Application valuation . . . . 500 ---------------------------------------------------------------------------- Application desc IRRIGATION DOUBLE-CHECK BACKFLOW ASSEMBLY ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RUDDELL PROP MGMT RPM 2 LLC SANFORD IRRIGATION 110 GOLF COURSE RD PO BOX 2246 PORT ANGELES WA 98362 SEQUIM WA 98382 (360) 452-6822 (360) 683-9807 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . IRR. DOUBLE-CHECK BACKFLOW Permit pin number . 127563 Permit Fee . . . . 57.00 Plan Check Fee .00 Issue Date . . . . 5/30/08 Valuation . . . . 500 Expiration Date . . 11/26/08 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 7.0000 ECH PL- EA LAWN BACKFLOW 7.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 57.00 57.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 57.00 57.00 .00 .00 ^� oe 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. L2�� s& 'Obs A11161 Co wQ� 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 BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS.CALL 417-4735 FOR ELECTRICAL INSPECTIONS. C) CALL 417-4807 FOR PUBLIC WORKS UTILITIES CLQ PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. i INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS SHEAR WALLS/WALLS FOUNDATION DRAINAGE/DOWN SPOUTS PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDERFLOOR/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 FINAL DATE ACCEPTED BY: COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT, SEPARATE PERMIT N's SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: H FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE -� RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED i{ YES NO C_c ELECTRICAL-LIGHT DEPT. 417-4735 ELECTRICAL , LIGHT DEPT CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:Forms/Building Division/Building Permit()0/01/07).wpd Q E L i OF PORTgNC o�~J Official Use Only Asses,.# co Backflow Assembly Test Report Received City of Port Angeles fP?KS Public Works and Utilities Department Water/Wastewater Collection Division NAME OF PREMISES: ~ 1, ERV I - SERVICE ADDRESS: 7 4 � � ," �y �' LOCATION OF DEVICE: �' �� T r i t � = ` 4-1 ASSEMBLY: Manufacturer Model Size Serial No. IS THIS AN APPROVED ASSEMBLY'? YES S`1F6❑ IS ASSEMBLY INSTALLED CORRECTLY'? YES B`NO❑ DATE OF INSTALLATION � �1/t/C ?�OitNKNOWND REDUCED PRESSURE PRINCIPLE ASSEMBLY RP ❑ RPDA ❑ DC I7„— DCDA ❑ DOUBLE CHECK VALVE ASSEMBLY PVB ❑ Air Gap ❑ SVB ❑ AVB ❑ CHECK VALVE#I CHECK VALVE#2 RELIEF VALVE PVB/SVB Initial Leaked ❑ Leaked ❑ Did Not Open ❑ AIR INLET Closed Tight ❑ Did Not Open ❑ Test ' Held at psi Opened at psi Held at Y psi Opened at __ psi Repairs Cleaned ❑ Cleaned ❑ Cleaned ❑ CHECKVALVE Leaked ❑ Held at psi �--• Replaced ❑ Replaced ❑ Replaced ❑ REPAIRS Cleaned ❑ Details Replaced ❑ 3 psi Buffer YES ❑ NO ❑ Final Closed Tight ❑ AIR INLET Opened at psi t CHECK VALVE Held at psi Test Held at "` ' psi Held at psi Opened at psi BACK PRESSURE NO❑ YES❑ AIR GAP INSPECTION: REQUIRED MINIMUM SEPARATION: YES ❑ NO ❑ TYPE OF HAZARD COMMENTS Line Pressure psi C ( 2 ,> C ) / >,i L_ � Held Backpressure YES El NO [3 i #2 Shutoff Held YES®-NO ❑ Relief Valve Exercised YES❑ NO ❑ DatelTime Tester Signature Cert.# Test Kit Passed Failed Initial Test l — 1 _ 13 Repairs ❑ ❑ Final Test Q X C✓ � l- 6 . OV-1, ❑ WHITE-CUSTOMER COPY YELLOW-PURVEYOR COPY PINK-TESTER COPY 0rORl'iN� BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn: Building Permit Technician For City Use Only: 4 Date Received -5-30-02� 321 E. Fifth St., Port Angeles, WA 98362 Permit# n&-to5`( (360) 417-4815 fax (360) 417-4711 Date Approved Applicant or Agent �Q v i C0 wan Phone _r7o - 5-5-7g Property Owner ho c � w Phone 2 Property Owner's AddressI 10 C, 4v5-e Kr ele Contractor/Engineer q -E'o� ZLr + �`�� �1 c Phone 3�D— Cp3r 90007 Contractor/Engineer's Address -F , License # 5 A/�� 0 9( .7 L F Expires �_ -Zz p Q�t PROJECT ADDRESS E S - Rud Jed Parcel Number Lot Zoning Project Type & Brief Description: ❑ Residential Commercial ❑ Multi-family ❑ Industrial heck all that apply A // ew Construction n n G k 11-e C h -2 CIC .S _e ❑Addition D V r r; 1< G S S f rpt ❑ Remodel ❑ Repair ❑ Re-roof I G ❑ Demolition ❑ Heat System ❑ Heat pump ❑ wood-burning stove ❑ gas fireplace ❑ pellet stove ❑ other ❑ Other Floor Areas Existing(sq. ft.) Proposed(sq. ft.) Basement @ $ per sq. ft. _ $ 15` Floor 2nd Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other TOTAL VALUATION $ Q01 06 Total footprint of structures sq. ft. Lot size sq. ft. = Lot coverage % Max. height of proposed structures ft. Occupancy group #of bedrooms Will a lawn sprinkler system be installed? Occupant load #of full baths Will a fire sprinkler system be installed? �`— Construction type #of half baths /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 obtain permits prior to working on projects. / Date .J 0 ]�Print Name U a I/; !� (, 0 W a h Signature � - T:Forms/Building Division/Bldg Permit Appl.-2006 Code.doc SPECTION ELECTRICAL TYPE DATE: RESULTS : INSPECTOR: DITCH SERVICE ROUGH - IN L FINAL COMMENTS : Application Number . . . . . 08-00000653 Date 6/02/08 Application pin number 545743 Property Address 1714 E IST ST ASSESSOR PARCEL NUMBER: 06-30-00-1-0-1305-0000- Application type description ELECTRICAL ONLY Subdivision Name Property Use . . . . . . Property Zoning . . . . COMMERCIAL ARTERIAL Application valuation 0 Owner Contractor ------------------------ ------------------------ RUDDELL PROPERTY MGT RPM LLC ANGELES ELECTRIC C/O SANDRA RUDDELL 524 E. 1ST ST. PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452-9264 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL SIGN PERMITS Additional desc . . ANG. F.L./ 3 SIGNS Permit pin number . 127555 _ Permit Fee . . . . 67.00 Plan Check Fee .00 Issue Date . . . . 6/02/08 Valuation . . . . 0 Expiration Date 11/29/08 Qty Unit Charge Per Extension r 1.00 35.0000 ECH E1,-COMM-1ST SIGN 35.00 2.00 16.0000 ECH EL-COMM-ADD SIGN 32.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due I1Y Q` ----------------- ---------' ---------- 1 Permit Fee Total 67.00 67.00 .00 .00 Plan Check Total .00 00 .00 .00 Grand Total 67.00 67.00 ..00 .00 In� V SPECTION ELECTRICAL TYPE DATE: RESULTS : INSPECTOR: DITCH SERVICE ROUGH - IN FINAL � S COMMENTS : Application Number . . . . . 08-00000563 Date 5/15/08 Application pin number . . . 954878 Property Address . . . . . . 1714 E LOT ST ASSESSOR PARCEL NUMBER: 06-30-00-1-0-1305-0000- Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . Property Zoning . . . . . . . COMMERCIAL ARTERIAL Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ RUDDELL PROPERTY MGT RPM LLC HI TECH SECURITY INC C/O SANDRA BURRELL 723 E FRONT ST PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452-2727 ---------------------------------------------------------------------------- 4v..O% Permit . . . . . . ELECTRICAL NEW COMMERICAL _ Additional desc . . HI-TECH/ TV AUDIO SUR SEC v Permit pin number 126383 Sub Contractor HI TECH SECURITY INC Permit Fee 51.00 Plan Check Fee .00 Issue Date . . . 5/15/08 Valuation 0 Expiration Date 11/11/08 Qty Unit Charge Per Extension 1.00 40.0000 EL-LOW VOLT SYS <=2500 SOFT 40.00 1.00 11.0000 EL-LOW VOLT SYS >2500 SQFT 11.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 51.00 51.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 51.00 51.00 .00 .00 SPECTION ELECTRICAL TYPE DATE: RESULTS : INSPECTOR: DITCH SERVICE OUCH - IN FINAL OMMENTS : ELECTRICAL PERWT AND INSPECTION RECORD CITY OF PORT ANGELES ' 360-417-4735 , Application Number . . . . . 08-00000534 Date 5/06/08 Application pin number . . . 438570 Property Address . . . . . . 1714 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-1-0-1305-0000- Application type description ELECTRICAL ONLY Subdivision Name . . . . Property Use Property Zoning . . . . . . . COMMERCIAL ARTERIAL Application valuation . . . . 0 Owner - Contractor ___________ ________________________ RUSSELL PROPERTY MGT RPM LLC ALL WEATHER HEATING & COOLING C/O SANDRA RUDDELL 302 KEMP RD PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 9813 ____________________________________________________________________________ Permit . . . . . . ELECTRICAL NEW COMMERICAL Additional desc . . Permit pin number . 126003 . Permit Fee . . . 35.00 Plan Check Fee .00 Issue Date . . . 5/06/08 Valuation 0 Expiration Date 11/02/08 Qty Unit Charge Per Extension 1.00 35.0000 EC EL-LOW VOLTAGE 35.00 ____________________________________________________________________________ Fee summary Charged Paid Credited Due Permit Fee Total 35.00 35.00 00 00 Plan Check Total .00 .00 .00 .00 Grand Total 35.00 35.00 .00 .00 INSPECTION ELECTRICAL TYPE DATE: RESULTS : INSPECTOR: DITCH SERVICE ROUGH - IN 7z3 ami' FINAL � CJD COMMENTS: 05/09/2008 07 42 2062853091 PAGE 01 NATIONAL SIGN � CORPORATION s O FACSIMILE TRANSMI'T'TAL SHEET TO: VR(1 M: Sue John Popnch (;0MPANY• DATY City of Port Angeles Plannirng MAY 9 2008 I AN NUMBIM. TOTAI NO.OP PAM'S IN(:I.LR)IN(;COW.R. 360—41.7 4711 2 P1rONR NUMMML RI:Nb1:1t'S RL;R1iR1;N(;1 NUM1117.1t. 360 417 4815 RI' f 00;11 RI:F1;,RI;N(;1 NL MRIA. Ruddell Auto Sign Move J Sue--Howard. Ruddell has asked us to relocate his New Pylon signto the east � on the property for better visibility Attached please find. our Site Plan. voile In �1 approximate location thatt need's to have an underground locate done. Please review and get back to me if we need to update our permit Respectfully John Poplch 1255 wr'ST1.A1.1, AV)'NIII• N(1R'1'll 1;I A'rT11( WA 991(19 P1rONK (2a(,) 292 n7(1u 1--%N (:;uA) 245 31191 CD Ln CD LD CDN CD �\ m ,\ no \\ A \ • �� N SIG, 00 LYI CD ``' CO CM LIC � f i 17W V WO D A \ 1 / TT m Application Number . . . . . 08-00000205 Date 2/22/08 Application pin number . . . 274550 Property Address . . . . . . 1714 E IST ST ASSESSOR PARCEL NUMBER: 06-30-00-1-0-1305-0000- Application type description ELECTRICAL ONLY Subdivision Name Property Use . . . . . . . Property Zoning . . . . . . . COMMERCIAL ARTERIAL Application valuation . . . . 0 Owner Contractor ------------------------ --_---------__---------- PORT ANGELES BOWL INC ANGELES ELECTRIC 1714 E IST ST 524 E. IST ST. PORT ANGELES WA 983624904 PORT ANGELES WA 98362 (360) 452-9264 ---------------------------------------------------------------------------- Permit . . . ELECTRICAL NEW COMMERICAL Additional desc . . Permit pin number 121251 Permit Fee . . . . 175.00 Plan Check Fee .00 Issue Date . . . . 2/22/08 Valuation . . . 0 Expiration Date 8/20/08 Qty Unit Charge Per Extension 1.00 175.0000 ECH EL-COM 201-400 NEW SRV FEEDER 175.00 e, Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- --------_- Permit Fee Total 175.00 175.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 175.00 175.00 .00 .00 I INSPECTION ELECTRICAL TYPE DATE:- RESULTS : INSPECTOR: �tlyN DITCH SERVICE 16,171 0 ROUGH - IN FINAL COMMENTS : Application Number . . . . . 07-00001531 Date 12/27/07 Application pin number . . . 005636 Property Address . . . . 1714 E IST ST ASSESSOR PARCEL NUMBER: 06-30-00-1-0-1305-0000- Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . COMMERCIAL ARTERIAL Application valuation . . . . 0 Owner Contractor PORT ANGEL BOWL INC ANGELES ELECTRIC 1714 E T ST 524 E. IST ST. PO ANGELES WA 983624904 PORT ANGELES WA 98362 (360) 452-9264 ----- ________________________________________________________________ Permit . . . . . . ELECTRICAL TEMPORARY SERVICE Additional desc . . Permit pin number . 118166 Permit Fee . . . . 46.00 Plan Check Fee .00 Issue Date . . . . 12/27/07 Valuation 0 Expiration Date . . 6/24/08 Qty Unit Charge Per Extension 1.00 46.0000 ECH EL-TEMP SRV - 0-100 SRV FDR 46.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due _________________ __________ __________ __________ __________ Permit Fee Total 46.00 46.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 46.00 46.00 .00 .00 dor recd o w�e'r i s _ [�1 P- , k_j l� Prof ('15rY,� � �m Z. LLC Ob c61f Coy v-se. P� �or geles, WF1 83(cZ fi SPECTION ELECTRICAL TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE 1-s-7 M ROUGH - IN FINAL OMMENTS : CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 07-00001052 Date 10/04/07 Application pin number . . . 164684 Property Address 1714 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-1-0-1305-0000- Tenant nbr, name . . . . . HOWARD A RUDDELL Application type description DEMOLITION Subdivision Name . . . . . Property Use . . . . . . . Property Zoning . . . . COMMERCIAL ARTERIAL Application valuation 300000 Owner Contractor ________________________ RUDDELL PROP MGMT RPM 2 LLC J & J CONST OF PORT ANGELES 110GOLF' COURSE RD 233 ALICE RD. PORT ANGELES WA 98362 PORT ANGELES (360) 452-6822 PORT ANGELES WA 98363 (360) 457-1809 --- Structure Information 000 000 DEMOLISH HOWLING ALLEY --- ____________________________________________________________________________ Permit . . . . DEMOLITION Additional desc DEMO - BOWLING ALLEY Permit pin number 110825 Permit Fee 50.00 Plan Check Fee .00 Issue Date . . . . 10/04/07 'Valuation . . . . 0 Expiration Date . . 4/01/08 Qty Unit Charge Per Extension BASE FEE 50.00 ____________________________________________________________________________ Special Notes and Comments 09/14/2007 08:25 AM KDUBUC ----------------------------- Fire -------------------------- Fire extinguishers must be maintained on site throughout the demolition process. 09/14/2007 08:26 AM KDUBUC - Access must be maintained to within at least 100' of the building at all times. If a construction fence is erected, provision for a Fire Department padlock must be allowed. (The Fire Department will provide the padlock.) . EROSION & SEDIMENT CONTROL PER CITY STANDARDS OR APPROVED ENGINEER DESIGN PRIOR TO START OF WORK. Sanitary sewer is to be capped at property line, an inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. ---_-------________-------________----______--------___________________ Fee summary Charged Paid Credited Due _________________ __________ __________ Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total .00 .00 .00 .00 �j m Grand Total 50.00 50.00 .00 .00 \ \� 19\ O� 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 a state or local law regulating construction or the performance of construction. 00 10-'1.x'7 '10-IT TLcA-W Ah LE Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Divlsim✓Building Permit(10/01/07).wpd BUILDING PERMIT INSPECTION RECORD C>1� CALL 417-4815 FOR BUILDING INSPEC"fIONS, CALL 417-4735 FOR ELECTRICAL INSPECTIONS. cJ CALL 417-4807 FOR PUBLIC WORKS UTILI'f1ES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE -INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS SHEAR WALLS/WALLS FOUNDATION DRAINAGE/DOWNSPOUTS PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDERFLOOR/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 WALLMOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING y MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE , WOOD STOVE/PELLET/CHIMNEY FINAL DATE ACCEPTED BY: COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT A's SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TOOCCIIPANCWUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL-LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. 5` PLANNING DEPT. 417-4750 PLAWNG DEPT. �S BUILDING 417-4815 BUILDING Iii-9-6-7 -SLL yp,� T:FOfm$/Building Divisioid0uilding Pennii(10/01/07j.wpd PREPARED 11/09/07, 9:55:03 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/09/07 ----------------------------------------------'___--' ADDRESS 1714 E 1ST ST SUBDIV: TENANT, NBR: HOWARD A RUDDELL CONTRACTOR . J S J CONST OF PORT ANGELES PHONE (360) 459-1809 OWNER RUDDELL PROP MGMT RPM 2 LLC PHONE (360) 452-6822 PARCEL 06-30-00-1-0-1305-0000- APPL NUMBER: 07-00001052 DEMOLITION ________________________________________________________________________________________________ PERMIT: DEMO 00 DEMOLITION REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------'____-----------------________ HL99 01 11/09/07 JLLBLDG FINAL November 8, 2009 10:91:37 AM 1pangtle. DARYL 461-4724 BLDG FINAL - HOWLING ALLEY -------------------------------------- COMMENTS AND NOTES -------------------------------------- RTA &Z/C °_- W A S H I N G T O IN, U. S. A. s Public Works & Utilities Department 1 1 } ijjj: p�'RI,Z'Yd k�tY4ad > a r FM� r September 4, 2007 *L Ruddell Auto Mall Atm: Howard A. Ruddell 110 South Golf Course Rd t� Port Angeles, WA 98362 RE: Port Angeles Landfill/Transfer Waste Disposal Application, WDA 07-43; Building r demolition at 1714 East I" Street 7 , We have received your application for disposal of building demolition debris from the referenced site and reviewed the testing results for lead and asbestos content. Based on the testing results the debris appears to be acceptable for disposal at the transfer station. A copy of your approved application is attached. This approved application must be shown to the transfer station scale a , attendant at the time of disposal. Please be advised that this disposal application is only for the materials and quantities listed in ", the application. Materials not listed or in excess of the quantities noted may require separate applications and approval. Please call if you have questions. Very truly yours, Stephen Sperr, P.E. City Engineer Encl.: WDA 07-43 Copy: Claudia Stromski NAPW KS\ENGINEER%W DAPPLIC 07-43 File: Landfill Solid Waste Disposal Applications Phone:360-417-4805/Fax: 360-417-4542 Website: www.cityofpa.us / Email: publicworks@cityofpa.us 321 East Fifth Street - P.O. Box 1150/ Port Angeles, WA 98362-0217 PORT DA— O 1 -. 443 PORT ANGELES LANDFILL ' c WASTE DISPOSAL APPLICATION KKs PNO To: City of Port Angeles, City Engineer Phone: (360) 417-4803 321 E Fifth Street FAX: (360) 417-4709 P.O. Box 1150 Port Angeles, Washington 98362 NOTE: All questions must be answered for waste to be approved. 1. Generator Information: Company Name: Z 1pr:7s—=j / Aurp Aet4l Mailing Address: //O //L.« Contact: h(=.r/LEfZ1J 11. �1JAMP 11 Phone: Project Name: ��y�L/ Project Location: / 7/4- g� f � 2. Other Contacts (if applicable): Consulting Firm: 442 -!f L4 -,as J" Contact: ] / ��tG�- _ Phone:Contractor Name: Contact: Phone: Laboratory: V4- Contact: /LContact: A6eAMO IZ7AT Phone: 2GYo -S¢7- 42 City of Port Angeles- Landfill Waste Disposal Application Page - 1 V Source of Waste: -•, Check the appropriate box below and briefly describe the project, process, and/or cleanup that will or has produced the waste requiring disposal. Include the gasoline service station number (if applicable). CERCLA/MTCA Remediation Agency Contact: _> Independent Remedial Action UST Removal Unused Chemical Product Spill Other Source: JeNwlcftav�a r x i4,wq bavjh M 4,Re� 4. Waste Material Composition: (check all that apply and include percent of total) Soil % Foundry Slag % Concrete/Asphalt 50 % Dredge Sediments % Preserved Wood % DL Debris 50 % Coal Ash % Other (list) Wood Ash % % % NOTE: Total must equal 100%. 5. Waste Material Contaminants: (check all that apply) Gasoline Metals Diesel Solvents Heating Oil PCBs Unused Motor Oil Used Motor Oil/Waste Oil Other Other Petroleum Product Unknown NOTE: Supply any MSDS information with application, if available. City of Port Angeles- Landfill Waste Disposal Application Page -2 6. Estimated Quantity of Waste for Disposal: 7D'D Cubic yards / I uD "' Tons (estimate both) Drums / Tons (estimate both) Other NOTE: Estimated quantity for disposal must be within 20% of the quantity actually disposed. (10% for projects over 7,500 tons or 5,000 cubic yards.) 7. Frequency of Disposal: One time Monthly Annual Other 8. Waste Sampling: Proper characterization of the waste for disposal requires the collection of representative samples. The methods and equipment necessary for obtaining representative samples of a waste, and the frequency of sampling, will vary with the type and form of the waste. Check the appropriate box and briefly describe how and where the waste was sampled. Include site maps with sampling locations if possible. Number of COMPOSITE samples —7 & number of discrete samples per composite Number of DISCRETE samples ,See pr RaiZ t_`. NOTE 1: Unless prior approval has been granted by Port Angeles, the following sampling frequency will be used: 0 - 25 cubic yards = 1 composite sample 25 - 100 cubic yards = 3 composite samples 101 - 500 cubic yards = 5 composite samples 501 - 1000 cubic yards = 7 composite samples 1001 - 2000 cubic yards = 10 composite samples >2000 cubic yards = 10 plus one sample for each additional 500 cubic yards NOTE 2: One composite sample shall contain a minimum of three/maximum of five discrete samples. City of Port Angeles - Landfill Waste Disposal Application Page - 3 9. Waste Analysis: The "Dangerous Waste Regulations" (WAC 173-303) shall be utilized to determine the appropriate analytical requirements for waste characterization. Ecology Publication #91-30 (Revised April 1994) "Guidance for Remediation of Petroleum Contaminated Soils" shall also be used to characterize petroleum contaminated soils from UST releases. Submit all laboratory analytical results. QA/QC data, and Chain of Custody sheets along with this application. (NOTE: The laboratory must be accredited by the Washington State Department of Ecology.) a) List all analytical test methods used: scc IZ,1pUa.;".. b) Provide a narrative as to why the above analytical methods were selected: NOTE: Additional sheets attached: YES NO 10. Soil Classification: (**FOR PETROLEUM CONTAMINATED SOILS ONLY**) Based on the analytical data and Ecology Publication #91-30, the soil classification is: (check one) Class 1 Class 2 Class 3 Class 4 Calculated Hazard Index 11. Dangerous Waste Affidavit: Based on a review of the analytical test results, site history, and the applicable regulations, this waste is classified as: (check one) D( Neither Dangerous Waste (DW) nor Extremely Hazardous Waste (EHW) Dangerous Waste (DW) and Waste Code: Extremely Hazardous Waste (EHW) and Waste Code: City of Port Angeles-Landfill Waste Disposal Application Page -4 3 12. Certification: —^ We, THE UNDERSIGNED, certify that this application is true to the best of our knowledge. All information provided is correct and the enclosed analytical results represent the proposed waste material to the best of our abilities. �Wastd Ge erat/Ior Signature Printed Name Company Date City of port ArtgeEes Approval' GRy Engineer hate ' P pprovai Expiration.`Date N:\POLICY P\1000 SW\1009 01.WPD City of Port Angeles- Landfill Waste Disposal Application Page 75 y f O L Y M P i C AIR POLLUTION CONTROL AUTHORITY Notification of Demolition Pen-nit It is unlawful for any person to cause or allow the demolition (or major renovation) of any structure unless all asbestos- containing materials have been removed from the area to be demolished. Work shall not commence on an asbestos project or demolition unless the owner or operator has obtained written approval from OAPCA. A written application for a demolition shall include a certification that there is no known asbestos-containing material remaining in the area of the structure. Project Site Address 7� L e /_ � County�/ la.!� Cit State JA )A, Zip Starting Date: Completion Date: Property Owner: Wf}L�n A g/J/"" jEZ. Telephone: C.�Z Z Mailing Address: //z2 S. City State L4 . _Zip ?,e,-, 2 IF Demolition Contractor: C®�1L5 State License # �[� • O`i`l 1!A - State Address: City State Zip ContactPerson: SCA�rr Telephone +;;7- 1B� YES NO Demolition by Wrecking or Dismantling? (S25 fee) Training Fire Demolition? (If yes, attach fire department request for training fire) _ L Renovation, Alteration, Remodeling, Maintenance, or other Constfuction? Asbestos found or suspected* *An OAPCA"Notice of Intent to Remove or Encapsulate Asbestos"form and appropriate fee must be submitted prior to any asbestos removal work Asbestos removal projects involving demolition must be preformed by a Certified Asbestos Contractor and all friable or potentially friable asbestos must be removed before any demolition begins. Refer to OAPCA Regulation 1 Article 14 for additional requirements that may apply. Asbestos Survey Completed by. AHERA Certified Inspector Y�I3 1�1✓i77f�/J- lI�'G Certification # WAA QA This approved permit Certification of the Asbestos must be available at the Enclose $25 Survey must accompany this I� H job site 7`rq�yjy Processing Fee form iyn, G.9C1r'.'iti9Y'SXii&fi ::��'�"� .,•, "E:it:.�`:,wl'lSiGi 1tt�::Sti:::FCffa:r�.5tui"+i'C�:.^.'a�:=ma�s:3:l.�a:xiva:i'i�: 909 Sleater Kinney Rd SE,Suite#l,Lacey,Washington 98503 360-438-8768 * 800-422-5623 * fax 360-491-6308 homepage: www.oapca.org * email: info@oapca.org oapca.org sl a 4 ® L Y M P I C AIR POLLUTION CONTROL AUTHORITY 909 Sleater-Kinney Rd. S.E., Suite 1 Lacey, WA 98503 360-438-8768 1-800-422-5623 FAX: 360-491-6308 General Email: info@oapca.org Home Page: http://www.oapca.org Basic Air Quality Regulatory Requirements In Clallam, Grays Harbor, Jefferson, Mason, Pacific, and Thurston counties ■ Annual registration Most stationary air pollution sources (businesses that emit air pollutants) must register with the agency and pay an annual registration fee. Examples of sources requiring registration are listed on the back of this page. For further information, write to the registration program staff or call the agency at the phone numbers listed above. ■ New Source Review (NSR) permits Agency approval (via a NSR permit) is required in advance for installation, modification or construction of businesses that may emit air pollutants. Examples of businesses requiring a construction permit are listed on the back of this page. A fee is assessed for all permits. For further information, write to the permits program staff or call the agency at the phone numbers listed above. ■ Air Operating Permits Operating permits are required for major air pollution sources. For further information, write to the permits program staff or call the agency at the phone numbers listed above. ■ Asbestos projects and building demolitions A survey for asbestos materials is required prior to undertaking a renovation or demolition project. The agency must be notified on agency-supplied forms in advance of any asbestos project (abatement/removal, construction, maintenance) and whenever a building will be demolished. A fee is charged. For further information,write to the agency or call the agency at the phone numbers listed above. OAPCA was established in 1968 under the authority of the Clean Air Washington Act (RCW 70.94). It is an agency ofgovernment having regulatory and enforcement authorityfor federal, state, and local air quality regulations in and for Clallam, Grays Harbor, Jefferson, Mason, Pacific, and Thurston counties of Washington state. Northwest Asbestos Consultants 406 Reed St. Port Townsend, WA 98368 360-385-0584 northwestasbestosconstfltants@cablespeed.com Date; 12/20/06 lob Location: 1714 East 1st. St. Port Angeles, WA 98362 Contacts: Zenovic and Associates, Inc. Tracy Gudgel, P.E. 301 East 6th St. Suite #1 Port Angeles,WA 98362 Subiect: Demolition Inspector: Bob Witheridge AHERA - Building inspector / Management Planner WAMOA-0042-10270601 Expires - 10/27/07 AI Scone of mDrk 1) Inspect for asbestos containing building materials (ACBM). ' 2) Survey, sample and record suspect materials. 3) Report to Tracy Gudgel of Zenovic and Associates, Inc. with results of testing by Northern Industrial Hygiene, Inc. 4) Copies for Tracy Gudgel of Zenovic and Associates, Inc., City of Port Angeles, Olympic Region Clean Air Agency and on site for demolition. Insnection R For The inspection started with a visual survey looking for Asbestos Containing Building Material (ACBM). Building was a single story with CMU block building on a cement slab. Composition roof and aluminum clad windows. Sample results are as follows: Sample #1 1 Restaurant area floor vinyl with mastic. Black and white. Sample Bowling seating area and men and women's bathrooms. 12" x 12" floor tile with mastic. White. Stele #3- Ceiling the over alleys. Sample #4: Storeroom behind the restaurant. Floor vinyl with mastic. White. Sample #5, Pin setting room and mechanical area. Ceiling tile with mastic. ample #6: Storage and shoe areas 9" x 9" floor tile with mastic. Brown with gold sparkles. SamFle #7: Storage room at left side of restaurant. Floor vinyl with mastic. Brown pebble pattern. Sample was sent to lab. See results. ASBESTOS BULK SAMPLE DATA Northwest Asbestos Consultants 406 Reed St. Port Townsend, WA 98368 ' 360-385-0584 northwestasbestosconsultants@cablespeed.com To Northern Industrial Hygiene, Inc. Date: 12/13/06 Tob Location, 1714 East 1st. St. Port Angeles, WA 98362 Contacts: Zenovic and Associates, Inc. Tracy Gudgel, P.E. 301 East 6th St. Suite #1 Port Angeles, WA 98362 Sample #1: Restaurant area floor vinyl with mastic. Black and white. Sample #2: Bowling seating area and men and women's bathrooms. 12" x 12" floor tile with mastic.White. Sample #3: Ceiling tile over alleys. Sample #4: Storeroom behind the restaurant. Floor vinyl with mastic. White. maple #5: Pin setting room and mechanical area. Ceiling tile with mastic. Sample #6: Storage and shoe areas 9" x 9" floor tile with mastic. Brown with gold sparkles. Sample #7: Storage room at left side of restaurant. Floor vinyl with mastic. Brown pebble pattern. Inspector: Bob Witheridge AHERA - Building Inspector / Management Planner WAMOA-0042-10270601 Expires - 10/27/07 Please call with test results when completed. See attachment. Thank you, 2t}� Bob Witheridge, EPM 4. 213 SW 133rd Street Bt1ABn,WA 98188 OFFICE:(206)988-1746 FA)L•(206)988-1978 clate g EMAIL-nlhlnc@aschelon.com �na*rres>L w�raer4e+,ism_ NVLAP#200511-0 Bulk Asbestos Analysis Report Nonhweat Asbestos Consultants NM Bstab Number 06-07208 406 Read Street Cheat Job Number. Part Townsend,WA 983611- Tum around Time: 6 Dsy C PtcPvt LcaW= 1714Eamt1xt3h9KPmtArpelaa.WA Samples Analyzed: 7 Client Sample Number. I lab Sample Number. 0841209.0001 Semple Desertpllon: Vlayl and maodc .SamplB 1-acetiofl: Keamlire/d Jraa Maar Sawjft Commends: Chedted If Sample Not Analyzed D Layer 1 Navy blue.gray and wldw Vinyl Asbestos Fibrous Compa&%M NonAsbestos Rbous Compone®ts: Non-Fibmus Components: WO AsbestosDefected 100%. vsgdFierandBinder Layer 2 OR-while and black mastic Asbestos Fibrous ComponsoM Mon Asbestas Fibmus ConWonents: Noa•Fibrous CompomaMs No Asbaatos Detected 5% Asphaft Fillerand Bider 95% Fiserand Binder Commetns: Smell sample ste. COent Sample Number. 2 Lab Semple Number: 06-81289 0002 Semple Desaip0on: 12'X73'FVoor TNS Sample Location: Bowling seating alta and mananil womsMh baducarns samole Comments: Chedted It Sample NotAnely� 0 Layer 1 Brown pand Asbestos fibrous Components: NODAsbestos Fibrous Canponents: Nom Componelft No Asbestos Detected 160% Patin Layer 2 While and tan VW Asbestos Ftbroas Can NarAsbestOs Fibrous Components: NOnAbrous Compaseats: GRIM �—, g:-s'•. ✓ �� � _ r .w j 1% Cellulae 90% aggre0ete 67% vinyl Filler and Bhder Layer 7 Tan and block emetic Ashestm Fibrous Components: Non•Asbestas Fibrous Conponsals: No►;Mmes Compsnotls ;; � - pp'i`•' ,: 2% Cd%*w 90% Ft7ar and Binder 63% AWwR Filler and Binder (sample raps CaaNtum as Md paps.) by: I"IfIl herldga 121300011 Rerabred by: Jude Cummings 12M&MM Reviewed W. duds Cmmalags 1216 Judo Cummings,Laboratory Manager page 1 1 . .. _. . VC• S.I. .. .. • . .. . .. • _. 215 SW 153rd Street Hurien,WA 98166 0+10E:(299)9a6_1746 FAY:(2W)98S-1%78 >... HE EMAIL;nMWtc@esct+eton.com wwav neo. NVLAP#W0511-0 Bulk Asbestos Analysis Report Northwest Asbestos CoroWtanfs NIH Barth Number. 4"1299 406 Reed Street COW Job Number: Pat Townsend,WA 98356- Tam Around Too: 8 Day C Pmje&Lomeorr 1714E*01+r Streetfweag.r.% WA Samples AnaWed: 7 CAW Sample Number: 3 Lab Sample Number 06.01208.0 13 SampieDescrlp W: celSnptfle Semple i.oeetfon: ceillag over allays Sample comments: Checked If Sample Not Analyzed ❑ OlFwhite ofd 9rash Whiton w brawn fibrous matmral Asbestos Fibrous Components: NoMsbeates Rbmus Components: Nae-Fibrous CmnponwUs No Asbades Detected 85% Celbbbse 10% Filer and Binder, 4% Paint Client Sample Number. 4 Lab Sample Number 0601209.0004 Sample Ower4b M Row Way!and mvefie Bample Location: eboraoam behind restaurant Saffoa Comments: No mastic aramiL Checked if Sample Not Nm zed ❑ While vb*With whoa fibrous bad*eg Asbestos Fibrous components: Non-Asbeslos Fibrous Componeds: Non-Minus CompWAM: No Asbestos Detecoed 15% Cellulose 42% Fiber and BSlder 3% Fiberglass 40% ~Wier and Buller Client Sample Number: B - Lab Sample Number. OS-M209.0006 . Sample Descrfpban: 00"tBe out maafh Sample i ocatiow Pin antttng room and roeehenirat mea Sample Comments: Checked if Sample Not Analyzed ❑ Layer 1 Tan fibrous compressed til Asbestos Rbroas Compmlems: Non-Asbestos F&ous Compaawds_ Nob`Flb r CWRPW nts: No Asbestos Defected 95% c46ulose 5% fitter and Binder Layer 2 Dark brown mastic - Aahestas Fibrous Camponertts: Noji-M os FiGrous Carponesla: Nwi-Fbrous Covilmertr No Asbestos Defected 6% cowlase 94% Filler erd Bider f9amire resdh®mrrirrrrad on nem sags.) Sampled by: Bob yillf wddge 121312008 Received by: Jude Cu mn6rys 12ti/l008 Reviewed by: Jude Cwlmings 1220/2088 Judo Cumnin9s.Laboratory manew Paps 2 I 215 SW 153rd Street Burian,WA 86166 dv-1 ` r ti•• .. ' '.>'u`- OFFICE:(206)866-1748 FAX:(206)988-'1978 -.. UlJ EMAIL:nlhinr@escheion.com s.rav+aawerw.ued NVLAP&200511-0 Bulk Asbestos Analysis Report Northwest Asbestos Consultants NIN 88"Number. 06-01208 406 Read Street Client Job Number Pat Towawnd,MR 96316- Tum Around Tma: 6 Cay C PKIM L.00OM 1711 Eear far SMW PWAV&1M wA Samples Analyze& 7 Client Sample Number: 6 Lab Sample Number 06-31209.0088 Sample Description: 9'x8"now Tile and mastic Semple!.oration: 8tore0e and shoe areas Comma ur - Cileomd a Sample Not Analyzed ❑ Layer 1 OA,whito vinyl wbh gold and silver It Asbestos Fibrous ComporoNa Non-Asbestos Fibron Cees: Non-Fibrous Componetrts: No Asbestos Debclad 35% AMeode 65% Vtnyf Filter and tr Layer 2 Black asphah Asbestos Farous Comms: Non-Asbestos Petrous Coapuwls: Ion-l:ft r Components: No Asbestos Detected 1% Cabduse 99% Asphalt Filler and Binder Client Sample Number. 7 Lab Sample Number. 06-01209.0007 Sampie Description: Vbryl wan saawae Semple Locatlbn: eeoraga roan at 1eR side resmmard Sarmwe Commoo : Checked If Sample W NMVZW ❑ Layer 1 Tan and wh7ts abasic pattern rohrylwilh whits Ibfws ftCW9 Asbestos Fibrous Components: NorrAsbestosFiblowComport: Non-FbrousComponents: No Asbestos Detested 1296 Cellulose 43% Filter ad Binder 10% Synaeetie 35% VW Fi9arand Binder Layer P Tan and Mach mastic Asbestos Fibrous Componanh: Non-Asbestos Fibrous Components: Non-Fbroas Comp No Asbestos Detested S% Caikdose 55% Flier and Binder 40% Aspbal Filler and Binder Sampled by: Bob Wliharidgs 12N3Bffi9 Racetwd W. Jude CramwbW 12Na200e Rerfawed by: Jude Cumndnge 1Y/Ybr3006 Judo Cummings,Laboratory Martsgre PaOe S _.� sr Summary of Inspection: , . � # - - a '> This survey includes all areas of inspection with the report results from Northern Industrial Hygiene, Inc. Sample #1: Restaurant area floor vinyl with mastic. Black and white. No asbestos detected. Sample #2: Bowling seating area and men and women's bathrooms. 12" x 12" floor tile with mastic. White. 2% chrysotile asbestos in tile and 546 chrysotile in mastic. Approx. 2260 sq. ft. Sample #3: Ceiling tile over alleys. No asbestos detected. Sample #4: Storeroom behind the restaurant. Floor vinyl with mastic. White. No asbestos detected. Sample #5: Pin setting room and mechanical area. Ceiling Tile with mastic. No asbestos detected. Sample #6: Storage and shoe areas 9" x 9" floor tile with mastic. Brown with gold sparkles. No asbestos detected. Sample #7: Storage room at left side of restaurant. Floor vinyl with mastic. Brown pebble pattern. No asbestos detected. All asbestos containing building material with a reading of 1% or greater is to be removed by a certified abatement contractor which follows the rules of the EPA and governed by Olympic Region Clean Air Agency. This report is not a guarantee that all suspect of A.C.B.M. were found. The possibility of concealed material exist and may be found during demolition. Please contact NWAC for further inspection if needed. After the facility is completely cleaned out a walk through and inspection is required by the original AHERA building inspector (NW Asbestos) after abatement, then a copy of the letter certifying that abatement has been completed needs to be received by the City of Port Angeles Permit Center and Olympic Region Clean Air Agency. Thank you, Bob Witheridge, E.F.M. `k� ( t, T' Y \. y .1 �.�\gyp-➢: �'��YtI�`rJ '^" FSl'T - `�.5: W I'A J^ ,. a WASHINGTON I: 9ASSOCIATION of MAINTENANCE andOPERATIONS , h ADMINISTRATORS C + rLL� THIS IS TO CERTIFY THAT Bob • g - Participated in the EPA AHERA 3 _ y °tlIINSPECTORN MANAGEMENT PLANNERRefresher COurs& offered by the I �I yy WASHINGTON ASSOCIATIONThe full day training program and OPERATIONS ADMINISTRATORS I I cove red all topics specified in the Model Accreditation Plan under r5- Section _ • • . Title . a The course-was taken on October 27, 2006 in Silverdale, Washington. Certificate #10270601 — Expiration October 27, 2007 Com MacRae course i Admhi�strator 2714 228th St SE, Bothefl, WA 98021 I ' .: r r f �� �J :r ��(k�'Iv z,. '/�5�Yr ,? II`i ill ♦ '� ( /�' —' P4 � � iJ � JFf�1 �t ���! II �y�(y tSf r;t ♦�` � I 1 n'_� rt fl ,��1� v.�l i'��(f Jk pE0=20-2006 10:10P FROM: TO:13604170514 P.2 Northwest Asbestos Consultants 406 Reed St. Port Townsend, WA 98368 360-385-0584 northwestasbestosconsultants@cablespeedcom 12/20/06 Tob Location, 1714 Bast 15t.St. Port Angeles,WA 98362 5..411t=o Zenovic and Associates, Inc. Tracy Gudgel, P.E. 301 Past 6th St.Suite#1 Port Angeles,WA 98362 Subiect Demolition Ins2ector: Bob Witheridge AHERA - Building inspector / Management Planner WAMOA-0042-10270601 Expires- 10/27/07 1D .01 DEC; 2U. 2006 12:49PM NVL LABORATORIES INC NO 6474 P. 1ItIr4 fir, -hh: LY � ze WL Laboratories, Inc. 4708 Aurora Ave.N..Seattle,WA 88103 Volce:206.947.0100 Fax:200.084.1838 FAX COVER SHEET I To: Tracy Gudgel Company: Zenovic &Associates, Inc. Fax number; (360) 417-0514 i Tel. number: (360)417-0501 Email address: tracy@zenovic.net I Date: iw8i2oo6 From: Ahmad Izzat Total pages: 3 i DESCRIPTION OF DOCUMENT (S): Results eor NVL Batch : 2617179.00 COMMENTS: Privileged and confidential Laboratory-Client Communications This facsimile message is privileged and confidential and Is Intended solely for the use of the individual named above. If you are not the Intended reciplent, you are hereby advised that any dissemination, distribution or copying of this communicadon Is prohibited. If you have received this Fax in error,Immediately no*sender by telephpne and return the original Fax message to sender by mall. If all pages are not received, please no*sender as soon as possible at(206)547-0100. I .. +l':n. .. .:..'.a ... �. .v... •..Js�/0.:4\�.... . x..jS�N--t. DEC. 26: 2006 12:50PM NVL LABORATORIES INC NO. 6474 P. 3 NZ.L-aboratorks, Inc. CHAIN of CUSTODY BATCH Oma Acture Avp N.Same.WA o4 . 2617179.00 Tel:aos.lsaxotoo�. Pager 200.144.taTa S)41WRLE LOG 1.883M&LABB 0e5=7) Client Yanovic A Associates, Inc. NVL f3afeh Number rX. queet 30\ 6• (014'`_5kr&Ag#( CBenlJob Number a Port An ales Total$yaoplss 29 _ Project Manegar .f Tum Amund'Iime ❑1-Hr ❑24-Hm ❑4 Days Plea Location /7/k AW ,Q4r a�evr 6srer El2-Hra ❑ aye d 6 Rays r ❑4-HM 1 Dayta O B bo 10 Daya Plaroeamesx7A 6bsten24Km Will dddreM A.wa✓n 7?aa hw- ..Hiss' Phot , (800) 417-0801 Fm (380) 417.0644 ❑Aabestoa Alr 0 PCM nft L40q 0 TEM 10SH Z!a Lj TEM WI ❑MPA l a) ❑01ber ❑Aabe"to"too& 0 PLM RAMIR-WID ❑PLM RA Pond ❑PLAI(EPA Grawhat 0 TEM Balk METALS nftjjmR Matrix RCRAMetweq A(1'8 u 1 metals s ❑ febl Metals mrWn C4 Air FWer ❑Pa1M CND" ❑Arsenic Wa) ❑Lead(Pb) ❑ppb( AA)10M Q 0rbddng water p Paint Chips tares) ❑Barium(Ba) 0 M ' ❑Capper(c+) D�be ❑Wade Water ❑(obtan(Cd) ❑80=pe) ❑Nlekel 040 7 onm um 0 ❑014M ❑Z§to 0 mor Typ"s pth o Nuiratae Due pst ❑12ommeler Q"IffiralEon ❑other(8pe dfy) Candfllon of poclmee T7 tioad ❑0sm"ged(n"hale e) ❑$stere dw%e Vie) IF Lab ID 1 clieftsomple Number cananarlfa AIR t --iez-00. :r5 2 o616AZ &*A' a4-W ICAY _ 9 4 8 6 8 9 10 17 12 13 ,4 Print Below sion Baum J A Palm-- Data TWO Rob by or Afmckft &K Alstat x. a 1 Received Analyzed A AW T TV.-I Rasulfa Calad $peCfal Mstructlone: Unless faq'a-led 1n wrift. all samples wW be disposed of two (2)weeks star&news. Y�•v-+1 ,.- :'?.d�..-F-j4+: .�"^:... + c .,. } ;. "' r:�;•rt�w. .rt2Y.,g}.n�'r'y�A` .s�iF`ti.,.�•s an -.�'�v '- ..,.....', F S r > DEC; 28. 2006-12:49PM—NVL LABORATORIES .INC NO. 6474—P. 2 NVL°Laboraito ds Inc. r .i ,kF 4708 Aurora Ave.N.,Seattle,WA 98103 .Tel:206.547.0100,' Fax:208.634.1998rs- AIIiA -IH# 101861 A06[[91 [b . www.nv!labe.com Aral SIS Re Oi$ WA-DOEAC1768 Toxicity Characteristic.Leaching.Procedure - Lead (Pb) Client: Zenovic&Associates, Inc. Batch #: ;617179.00 Address:.301 E.8th St#1 Matrix: Bulk Port Angeles,WA 98382 Method: EPA 131117000B Client Prplect#:06268 Attention: Mr.Tracy Gudgel Date Rerelvep: 1222!2008 Projed Location: 1714 East First Street, Port Angeles 3amp1@s Received:2 Semplos Analyzed: 2 Lab ID RL Results 1 esults In Client Sample# mal L _ in mall I ppm 26119002 06286A 0.8 < 0.5 a 0.5 26119003 062888 :. >,..0.5 ._ Mwa.... < 0.8 I I 1 ! Sampled by: Client ®RrryAy1�+ Analyzed by. Ahmed Izzat Date Analyzed: 12/282008 V L=Mflllgrams per liter RL a Reporling Limit ppm=parts per million '<1 =Below the reporting Limit Note:Method QC results are acceptable unless stated otherwise. Unless otherwise Indicated,the condition of all samples was acceptable at time of receipt Bench Run No: 26-1227-2 Pepe 1 or 1 f jt 2 f 71 If -- ------------------------------------ fi 2 d; bei°s F 7- P r n /J_ 1 � �o,noar,, �F BUILDING PERMIT — APPLICATION FOR OFFICIAL USE ONLY: 4s Date Rec.: Fill out COMPLETELY and in INK. Your application, prescriptive energy -" form,plans,specs,and a 8%' x 11" site plan MUST BE COMPLETE}�e P it ii: - � accepted for review. (360)417-4815 FAX(360)417-4711 ate approved: Wide Issued: Residential projects: submit two sets of plans Commercial projects: submit three sets of plans Applicant or Agent �J,4I Phone 497- 0 wrier 67-Owner f 1,>k1A,t= fA Phone Owner's Address 9:22( « /ZQ Contractor/Engineer C�zk Cg;,A4 j,�G� State License#& C�'F9Expires Contractor/Engineer's Address Phone 4S7-/Add PROJECT ADDRESS: Z!ZL _ 4 r-- S �T ZONING: LEGAL DESCRIPTION: Lot: Block: Subdivision: CLALLAM COUNTY PARCEL NUMBER: TYPE OF WORK SIZENALUATION - ❑ Residential ❑ New Constr. ❑ Re-roof ❑ Stove SF. @$ /SF.= $ ❑ Multi-family ❑ Addition ❑ Move ❑ Garage SF. @$ /SF.= $ ❑ Commercial ❑ Remodel .Demolition ❑ Deck SF. @$ /SF._ $ 11 Repair 11 Sign ElOther TOTAL VALUATION $ c n o12 BRIEF DESCRIPTION OF THE PROJECT: COMMERCIAL/RESEDENTIAL: dccupancy Group: Occupant Load: Construction Type: Existing Structure(s)basement Sq. Ft. & Proposed Structure(s) basement Sq.Ft. 1"floor 14;42n= Sq.Ft. & I"floor Sq.Ft. 2"d floor Sq. Ft. & 2nd floor Sq. Ft. 3"floor Sq.Ft. & 3`d floor . Sq.Ft. Accessory Structures _ I P I ac:) Sq.Ft. & Accessory Structures Sq. Ft. Existing Structure(s)TOTAL Sq. Ft. & Proposed Structure(s)TOTAL Sq.Ft. TOTAL of existing& proposed structures Sq.Ft. LOT COVERAGE Maximum Height of Proposed Structure(s) Ft. Lot size Sq. Ft. Existing Structure(s) Sq. Ft. Footprint Are you planning to install a lawn sprinkler system? Proposed Structure(s) Sq.Ft.Footprint TOTAL Structare(s) Sq. Ft. Footprint Total Lot Coverage % (Divide Total Structure(s)Sq.Ft.Footprint by Lot Size Sq.Ft.) VALUATION OF CONSTRUCTION: In all cases,a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: The plan check fee must be paid at the time the building permit application is submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing unless such application has been pursued in good faith or a permit has been issued; except that the building official is authorized to grant one or more extensions of time for additional periods not exceeding 180 days (90 days for commercial projects)each. The extension shall be requested in writing and justifiablecausedemonstrated. (IRC/IBC 2006 105.3.2) 1 hereby certify that/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 responsibilify deZineits are required, and that I must obtain such.permits prior to work. Date g-Zf-O7 Applicant T1FORMSTUILDING DIVISION\BldgPermitAppl:2006 CODE-backup.wpd ,1 0 CITY OF PORT.ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT -BUILDING DI\7ISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 06-00000596 Date 6/06/06 Application pin number . . . 244248 Property Address . . . . . . 1714 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-1-0-1305-0000- Tenant nbr, name . . . . . . PORT ANGELES BOWL Application type description RE-ROOF Subdivision Name Property Use d Property Zoning . . . . . COMMERCIAL ARTERIAL Application valuation . . . . 6488 1 Owner - Contractor ________________________ _-____________-________- PORT ANGELES BOWL INC AFFORDABLE SERVICES 1714 E IST ST 258663 HI - WAY 101 PORT ANGELES WA 983624904 SEQUIM WA 98382 (360) 683-9619 _______________________________________________________ Permit . . . . . . BUILDING PERMIT NO PR FEE Additional desc . Permit pin number 79533 Permit Fee . . . 165.75 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 6488 , Expiration Date . . 12/03/06 Qty Unit Charge Per Extension BASE FEE 95.75 5.00 14.0000 THOU BL-2001-25K (14 PER K) 70.00 ________________________________________________________ Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---_-------______________________________________ Fee summary ChargedPaid Credited Due Permit Fee Total 165.75 165.75 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.50 4.50 .00 Grand Total 170.25 170.25 .00 .00 y\ O� O t Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes r 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 governingrAhis type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to vlate or cancel the provisions of any state or local law regulating construction or the performance of construction. na Yre of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:\Policies\1102_15 buildingpermit inspection record05.wpd[1/42005] < 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 INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE/DOWNSPOUTS PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDERFLOOR/SLAB ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY: BACKFLOW/WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR W ALLJHOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/-FLOOR/CEILING MECHANICAL HEATPUMP/FURNACE/DUCTS GAS LINE WOOD STOVE/PELLET/CHIMNEY FINAL " DATE ACCEPTED BY: COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT#'s SEPA: PARKINGlLIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYNSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL-LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION RW./PW/ CONSTRUCTION-R-W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 4174653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING `{yop rour,N � FOR OFFICIAL- BUILDING PERMIT-- APPLICATION Date Ree.: N�/�� G D(o Permit#: (& FID out COMPLETELY and in INK.Your application and site plan MUST BEDate Approvea� G COMPLETE to be accepted for review. If you have any questions, call PERMITS (360)4174815 FAX(360)4174711 Date Issued: a Applicant or Agent: Phone: (! —t Owner: D S L7 UJ Y1C> qq Phone: 3(2 Z cS I 57d //� Address: �7�u r! � 5f• City: r�-eAS tt)A Zip: 9�Y2Z- L76q Architect/Engineer: Phone: Contractor-&e=11(367,)e VI)1-(P 1; State License#AtEof, 0%r$>�: (?)//T7 Phone: Address: 7'5 )4(2�/I)( tx,/ City: :s-22�,t.VY� (.64-' Zip: PROJECT ADDRESS: I-714 & 1,54- 5-' r—jf&- ZONING: LEGAL DESCRIPTION: Lot: Block:- Subdivision: CLALLAM COUNTY PARCEL NUMBER: UI a3 -55 TYPE OF WORK: SIZE/VALUATION: ❑ Residential ❑ New Constr. M-Ze-roof ❑ Stove SF. @$ /SF.=$ ❑ Multi-family ❑ Addition ❑ Move ❑ Garage SF. @$ /SF.=$ ❑ Commercial ❑ Remodel ❑ Demolition ❑ Deck SF. @$ SF.=$ 0 Repair ❑ Sign ❑ Other TOTAL VALUATION $ �P BRIEF DESCRIPTION OF THE PROJECT: 1'-ei't r OrFi [S f S et-LEO-E) TJ7} /1 Jy1 17y1 COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load: Construction Type: No. of Stories:— Lot Size: Existing Sq.Ft. &Proposed Sq.Ft. =TOTAL Sq.Ft. Total lot coverage % PLANNING USE ONLY: APPROVALS: . PLAN: BLDG: DPWU: ESA VJedand(s): ❑ Yes 11No SEPA Checklist required? El Yes Yes ❑ No Other: OTHER: VALUATION OF CONSTRUCTION: In all cases,a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at417-4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the 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. 1 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 ermits a u'ed,not the City's, and that I must obtain such permits prior to work. TAPo1mcs\13L-1102_13.wpd Applicant pplican Date: l0 (O (JCS AFFORDABLE ROOFING PROPOSAL 258663 Hwy 101 West Sequim, WA (�36"0) 683-9619 (360) 385-2724 (360) 452-0840 Name P((J(�4—�Q, PS La.n,Q S � nr_), Phone#1 ?gyp() C{S7 ] c�J`n Address E 1 Phone #2 Ci J7/77 _L672V La5 State /(/f} Zip Code Tarp housd perimeter to protect landscaping Remove old roofing and haul to landfill Install Plywood OSB Install Roofing Felt Install Drip Edge Metal Install Pipe Flashing Install Metal W-Valleys Install Exhaust Vents Install Roof to Wall Flashing Install Ridge Vents Install Roof to Wall Step Flashing Install Attic Vents Cut In Chimney Counter Flashing Install Sun Tube Install Chimney Step Flashing Install Skylights Install Skylight Flashing Install Install Install Install Secure/ Locate Septic / Drain Field Location Price Includes Building Permit Customer to Secure Building Permit Description: 50 50 � Q LCI LbSk_ 1_ Payment in full upon completion of project, �7 Luiless other arrangements accepted. SUBTOTAL: ; / We propose hereby to furnish material. and labor, SALES TAX Z Zz complete in accordance with the above specifications. TOTAL: 7Z S: All material s guaranteed to be as specified. All work to be competed in a prnfcssional Note:this proposal may be withdrawn by us if not manner according to standard practices. Any alteration or deviation from the above accepted within 30 days. specifications involving extra casts will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes,accidence,or delays beyond our control. Owner to carry fire,tomado,and other necessary insurance. Our workers are fully covered by Worker's Compensation Insurance. Acceptance of Proposal -the above prices, specifications and conditions Brand Year are satisfactory and are hereby accepted. You are authorized to do the Cglor Workmanship: work as specified. Payment will be made as outlined above. Year Warranty (SYl F { t& (J✓ Lifetime Warranty Affordable Roofing's Representativ Date: �n S�lf7 Customer's Signature of Acceptance: Date: tftm See attached Warranty Statement. CITY OF PORT ANGELES u PUBLIC WORKS - ELECTRICAL DIVISION 321 EAST STH STREET, PORT ANGELES.WA 98342 v�I ELECTRICAL PERMIT Issued: 7/07/98 Permit No: 6367 OWNER/APPLICANT------------------------PROPERTY LOCATION------------------------ PORT ANGELES LANES 1714 1ST ST E 1714 E. 1ST Lot: Port Angeles, WA 98362 Block: Long Legal : 360/457-7570 Sub: T: S: Parc No: CONTRACTOR-----------------------------DESIGNER--------------------------------- ELECTRIC SERVICE 924 DRAPER RD. PORT ANGELES, WA 98362 360/452-6424 000/000-0000 PROJECT INFO-------------------------------------------------------------------- Prj Type: COML. MISC. Prj Value: $0 . 00 Occ Type: Cnstr Type: SERVICE INSTALL Occ Grp: Occ Load: Land Use: Electrical Heat Service Type Baseboard KW: 0 Riser Voltage: 120 , 240 Furnace KW: 0 X Overhead Service Diameter: X-1 -3 Heat Pump KW: 0 Underground Service Service Size: 200 AMPS Fan/Wall KW: 0 Temp Service Feeder Size: 0 AMPS PROJECTNOTES------------------------------------------------------------------- existing 600 amp 3-phase service. adding additional 200 amp 1-phase service. PROJECT FEES ASSESSMENT---------------------------------------------------------- service: $86 . 25 Additional Feeders: $0.00 Circuit Wiring: $0 . 00 Temp Service: $0.00 TOTAL FEE: $86 . 25 Misc $0 . 00 Amount Paid: $86 . 25 --------------------------------- -------------------------- TOTAL FEE: $86 . 25 Balance Due: $0 .00 COMMENTYACTION NEEDED / OF PORT 4,,Q w��` CITY OF PORT ANGELES LIGHT DEPARTMENT 321 E. Fifth Street Port Angeles, WA 98362 3 S (206) 457-0411 PERMIT NO. DATE / Z-7-`13 ELECTRICAL PERMIT Site Address: ❑ READY FOR 11 WILL CALL FOR I �� �St INSPECTION INSPECTION Installed By' License Number: Phone: '�!�I fJ �LILIk EOE LJfC-� Owner/Busines ' E l Phone: . A-• l Owner/Business Address: Sq. Ft. ❑ RESIDENTIAL ❑ TEMPORARY SERVICE ❑ OVERHEAD SERVICE ❑ COMMERCIAL ❑ PERMANENT SERVICE ❑ UNDERGROUND SERVICE ❑ BASEBOARD KW ❑ NEW CONSTRUCTION VOLTAGE: 17-0 ❑ FURNACE KW ❑ REMODEL ❑ SINGLE PHASE ❑ FAN/WALL KW ❑ ADD/ALTER CIRCUITS ❑ THREE PHASE ❑ HEAT PUMP KW ❑ SERVICE UPGRADE/REPAIR SERVICE SIZE Z-+ AMPS SIGN ❑ SPECIAL EQUIPMENT (LIST BELOW) Details/Description: I Lt-t f YJt I r t A TEp AV t i-�I t�L(a W.S. No. SERVICE SIZE DATE ENGR. CAPACITY: ❑ O.K. NOT O.K. ACTION REQUIRED: ❑ CHANGE TRANSFORMER ❑ CHANGE SERVICE WIRE ❑ INSTALL SERVICE POLE [] OTHER ❑ Ditch Inspection O.K. ❑ Rough-in/cover O.K. ❑�,,((O.K. to connect service /V x Final O.K. Site Address: Permit/Receipt No. /71 + E 3,0) 50) Insta r: New Meters Date: EhJiQ5LJL-Lt 1 -27-413 Notify Port Angeles City Light by Street Address and Permit Numberwhen ready for inspection.Work must not be covered before inspection and O.K.for covering has been given by the electrical inspector in writing on either the Wiring Report or on tZVA lding Permit. PHONE 457-0411, EXT. 224. NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT $ - lectrical Inspector Permit Fee WHITE—File by address YELLOW—file by number PINK—Top:Eng,Bottom,Customer GREEN—Top:Meter Dept.,Bottom:City Hall OLYMPIC PRINTERS INC. DF aDi�=�m�mN CITY OF PORT ANGELES LIGHT DEPARTMENT 321 E. Fifth Street Port Angeles, WA 98362 ( /�0p c�t 206) 457-0411 PERMIT NO. % 9 TY L1GH p1 DATE ELECTRICAL PERMIT Site Address: / i / -L-- ❑ READY FOR WILL CALL FOR •Q�1 INSPECTION INSPECTION Installed By: License Number: Phone: i Owner/Business: n Phone: Owner/Business Address: Sq. Ft. ❑ RESIDENTIAL ❑ TEMPORARY SERVICE ❑ OVERHEAD SERVICE ❑ COMMERCIAL ❑ PERMANENT SERVICE ❑ UNDERGROUND SERVICE ❑ BASEBOARD KW ❑ NEW CONSTRUCTION VOLTAGE: ❑ FURNACE KW ❑ REMODEL ❑ SINGLE PHASE ❑ FAN/WALL KW ❑ ADD/ALTER CIRCUITS ❑ THREE PHASE ❑ HEAT PUMP KW ❑ SERVICE UPGRADE/REPAIR SERVICE SIZE AMPS SIGN ❑ SPECIAL EQUIPMENT (LIST BELOW) Details/Description: a W.S. No. SERVICE SIZE DATE ENGR. CAPACITY: ❑ O.K. NOT O.K. ACTION REQUIRED: ❑ CHANGE TRANSFORMER ❑ CHANGE SERVICE WIRE ❑ INSTALL SERVICE POLE ❑ OTHER ❑ Ditch Inspection O.K. ❑ Rough-in/cover O.K. ❑ O.K. to connect service ❑ Final O.K. Site Address: - Permit/Receipt No. Installer: New Meters Date: 7 /l' ;s-- Notify Port Angeles City Light by Street Address and Permit Number when ready for inspection.Work must not be covered • before inspection and O.K.for covering has been given by the electrical inspector in writing on either the Wiring Report or on the Building Permit. PHONE 457-0411, EXT. 224. NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT $ Ele ical Inspector /J Permit Fee WHITE—File by address YELLOW—file by number PINK—Top:Eng,Bottom,Customer GREEN—Top:Meter Dept.,Bottom:City Hall OLYMPIC PRINTERS INC. CITY OF PORT ANGELES No- . 17658 LIGHT DEPARTMENT ELECTRICAL PER //MIT l_ Port Angeles, Washington...... _0---.. _..1�1 /_'------------------------ 191 / In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment in, on, or about any building or other structure in the City of Port Angeles, per- mission is hereby granted to do electrical ellectrical work as listed below. -� �--ri� Address - ---�---1-� Q Occupancy----•------------------------------------------- I Owner ----!�YZ. .-----._:.:r�`-.2 -------------- .. Tenant-----------------•----•---------- �IWiring Contract---- -----f-- -------- By-------•----------- - -------........ --------_--- e Light Outlets......_�.................._.._..._ Service, volts .../..r�7 G....J..!.. ..... Type of Wiring: J.. Receptacle Outlets-/D.................. No. wires ......u��......._.... Armored Cable .............................. i' J� Non-Metallic ................................. Dryer, KW..................-`---.....--`--...... Size wires....:................--- .-- Knob & Tube................................. Range, KW......................... Main fuse .._......_.._:.�..[ <-- Rigid Conduit ............................... Water Heater: Enclosure ..... ..>.......................... Metallic Tubing ........................... KW...../I� ----�- ... Type of wiring:g: Racewa y ............. Heat: KW.....�C� /::' c..._...: Entrance Cable ............................. �.......-..._.._......_ �..................... Circuits. Light.......CC.�............................... Motors: size, vjo�l'ts and phase: Rigid Conduit ............................... Utility ...........RS......_.................... OK�-- Metallic Tubing ........................... Heat ......................................._...... . r......./................... ...,..... Current transformers: Range ............................................. ... No. & Size--------------------------------------- Water Heater ............................... s� Ser. No...............................----._._..... Motor ..".�:-------.........................- .............................................-:....... Dryer-------------------------------...............__ Ser. No.............................................. . ....._�J!t!r....... Furnace.........................._.--............. `�U Set. No............................................. / �`U TotalLoad............................. Ser. No.................._.......................... Total --f../----......_................ Remarks: ; r^' ,af✓L. i -------------------------------- ------------------------------------------------------------------------------------------------------...................-- --•----------------------- ...................... ------------------------------------------------------------ ------------------- ------- -------- -- ------- -- -----------------•--------•---------- Permit Fee Treas. Receipt - - ----t i $---;1 —rr--� No.. By ri.-: t /---1_6�------------------- -----j5f_: NOTICE—Current must not be turned on until Certificate of Inspection has been issued. If work 1s to be con- cealed due notice most be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION No 17658 ELECTRICAL PERMIT Address ...................-............................._.................................................................................... Date............................................... Owner ...................................................._......_.._........................................................... Tenant..................-............-......------------------------------ Wiring Coa Ftractor..........................................................._............................................................. By------------------------------------------------........... .. NOTICE—Current must not be turned on until Certificate of Inspection has been issued. If work is to be con- cealed due notice must be given the Inspector so that work may be inspected before concealment. 1M Olympic Printers, Inc. OF 9ORT4,,,, ELECTRICAL INSPECTION y WIRING REPORT 417-4735 �flKS h OAT PERMIT p INSPECTOR t - X653 �P OWNER/CONTRACTOR T itV�ADDRESS 1� e 1 APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . .. . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . CORRECTIONS NEEDED: S..JALL 'Npt�E. Sc)�l�(FEE-1�-tr �UiLASLUTY' Foy t-N L) ize) 110 ZZ NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OLYMPIC PRINTERS,INC.(360)652-1381 �0 "ORT,,Q N ELECTRICAL INSPECTION WIRING REPORT 417-4735 OflK56 DATE PERMITtt INSPECTOR '7 -D(05 OWNERICON ACTOR rz- )?-I L ADDRESS � 1 APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . .23- CORRECTIONS NEEDED: rq NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS,INC.(360)452-1381 05/30/2008 07:17 FAX 360 452 9265 Angeles Electric Q0001/0001 O ELECTRICALWORKPERMITAPPLICATION 1 A UiIn�ata�llef �cscriptron ( Job wired by lectrical Contractors LI Owner Fi Com rciel O Residential W Electrical contractor name ANGE�L�ESL[[�cTTt�Ittl INC, Date Ecp'ves ew ❑Aitered/Addition 924 iASTT lR6T Pmchaser'b mailing address PORT ANGELES, WA 98362 S�G/✓�' City State ZIP F64, AND )5!tf1Z/A Telephone number PAX number . . APremises owne name 2' 7PlJ -LL_ 1rh✓/ 1 Address of s�pec�tJioD / — City Phone oum er to schedule Inspection: Owner as defined by RCW.19.28.261:(IJ 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. ❑ Cash .❑ Check# 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- relit Card Visa Mastercard Discover lation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296-46B, The City of Pori Angeles Municipal Code, and Card# Utility Specifications. Signature of ow r, electric contractor o lectrical adminis_lrator Expiration Date Inspectio e C X `' Date:s of card $ Electrical Coati Additiciiis aVd or suffitracticin Service Information ❑ NO LOAD CHANGES ❑ Baseboard _KW Voltage ❑ Furnace _KW ❑ Overhead Service Phase 3 ❑ Heat Pump _Ton_LAR ❑ Temp Service Service Size:JA 13 . Fen-Well _KW L3 Underground.Service Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 ROUGH-IN THERMOSTAT SERVICE Date Appmvcd By Date AppmvW By Dam Approved By FINAL - DITCH FEEDER pate AppmvW By Datc Appmved By Inspection Area, or Equipment Inspected AElectrical Date ction Taken Inspector �F`°RT"�,CELECTRICAL INSPECTION WIRING REPORT 417-4735 OflK56 DATE PERMITM INSPECTOR OWNnnER--ICIIONTRACTOR i'�N IG�I ADDRESS APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . ..t� CORRECTIONS NEEDED: IPRb?r-QL4' d (A) co)ZI.lolz -r 4 -rtf 4121F � C-oy DTZ1 oR 1 r b-C 'ice nj -pr CONN-F-c t izD�) `7S Ism D aj+lTll-� (ntCl S 1a( S�R.ra�S alai— a�aRx(r!6 tf�l� NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — . i - OLYMPIC PRINTERS,INC.(360)452-1381 G'- 3 ELECTRICALWORKPERMITAPPLICATION -l�2 �Ojeerrp ostalla all 13description Job wired by Electrical Contractor C3 Owner aResidential Electrical ntractor name cense number Date Expires ['�. _ Lie ❑ Altered/Addition Purchaser's mailing address r �'r ANGFI FS FI ECTRIC INC /t e4i ' City State524PEAST FIRST PORT ANGELES. WA 98391 — � ' Or -5y:s Telephone number FAXnumbcr -, Premia/y/p,wner's name /s�wHDYr/L — Address of inspection OF /7MVdeAAs City r* Phone number to schedule inspect on: Owner as defined by.RCW.19.28.261:(1) Owner will occupy the structure for two h i years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property it for sale, rent or lease. ❑ Cash ❑ Check# r, ` After reading theabove statement,I hereby cenify that I am the owner of the above named property or a licensed electrical contractor. I an making the electrical instal- redR Card las Mastercard Discover i 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 Card# ___--- Utility _Utility Specifications. - V Signature of owner, electrical contractor or electrical administrator ExpirapDnDate of card Inspecti a �_ X _ Date: L > $ Leal-Load d 'ti andgr subtractions Service Information ❑ NOLOADCHANGES �/�/y ❑ Baseboard _KW Voltage 13 `7Pn-I ❑ Fumace _KW Overhead Service Phase 3 � ❑ Heat Pump _Ton_LAR ❑ Ternp Service Service Size: ❑-Fan-Wall _KW ❑ Underground Service Feeder Size: � a SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360417-4735 t ROUGH-IN THERMOSTAT SERVICE s i6)aB S- 'O a Dau %Approved By D.I. Approval By re Approved By FINAL DITCH FEEDER 02/f DP, 21U?' Due Approval By D.a Approval By Dne Appmvvd By Inspection Area,Building or Equipment Inspected Action Taken Electrical Date inspector Z, zl -o o p/o &,-CcT ter£_ wrCL Vas v,e tv[72v7xr.✓` P,2,OR 7e /V &r. k�C2E)t5E OF .-7Ak„J6 Smn-r.. a . O$ P a 47-LGI /3 t T000/T000 121 3?d130T3 Sa Tasuv 99Z6 ZS6 09E %Vd 61:60 OOOZ/OZ/ZO May 02 08 03:44p p.1 ELECTRICAL WORK PERMITAPPLICATION I Installation Acscription Job mired bl, ,,Electrical Contractor ❑ Owner Commercial ❑ Residential lectrica: contractor name License number Date Expires �bii (lp��y„/n1 �n n X1 New ❑ Altered/Addition II VillUIIU0 Unll fI//AI-.1Hgz1fVIU �t-I-dfs Purchaser's mailing address �- 7-1i� Z 11MO SF- u i - SC kt- wlY1nei Telephone numb11er FAX number l'AI 1 /1 P�r]emises o ner's name `v^. Address f toRECEIVED K �k& 11;-) t ,J 1-7 r y Pf 21 I �f of rf IPS _ MAY 0 5 2008 Phone numberto chedulc inspection: Ow ret.as dned by RCW 19,28.?6C(1) Owner wail occapp the sirucrnre jot nvo t rel fT I)EK_ years alter lhiv electrical permit is jnmlkeol n) Otmer iv required to hire an.electrical Ca r,vefor itahove sued prori it far rale, rent or;ease. ❑ Cash ❑ Cheek# 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- Credit Card Visa Mastercard Discover lotion or alteracoo in compliance with the electrical laws, N.E.C., RCW. Chapter 19.25, WAC. Chapter 296-466, The City of Port Angeles Municipal Code, and Card N __________ ____ Utility Specifications. Sigga[ure pf owner, electrical contractor or electrical administrator Expiration Date ny, Inspection fee X ?TA limDate:U) Z—QV of card $ Go0 Elec rural Load Additions and or subtractions Service Information ❑ NO LOAD CHANGES ❑ BaseboardKW Voltage _ ❑ Furnace � KW ❑ Overhead Service Phase❑ 1❑ 3 ❑ Heat Pump IeL Ton"&LAR ❑ Temp Service Service Size: ❑ Fan-Wall _KVJ ❑ Underground Service Feeder Size: SANTE DAY INSPECTION, CALL BEFOR.F. 7:00 AM 360-417-4735 ROUGH-IN THERMOSTAT SERVICE 1 1 7 n,3 nvo-:[a x> u,_ non o m s> o. now,,.m Ei a FINAL�V, I� DUTCH I FEEDER ours non,,:Tu[q � � mt. nonmed ar � ` omc nroro.m 9y Inspection ,Area.Building or Equipment Ins Inspected Electrical Date 6P Action Taken Inspector FROM : HI—TECH ELECTRONICS FAX NO. : 360 452 8560 May. 09 2008 07:52AM P1 Q iLECTRIC_;kLWOIuG rP UNICI•APPLrc,�:TiON \".:.�:o Q liaqucst Ins!icctiou ` A O lac:u'i-a1 C:onnuuor U Owner Q .in uuat kerma O Alarm ❑ Caruival O Commercial f5 Residcnlutl Cl Rcsidnniial plains. U Sias U Thernw rwr U 7�iecJm. 1 .• ln::tallahon AUcn pliJu r W Job nit Wit!by B-Electrical Contractor U Owner Elc3r.:a: :m,oic:or name Lioense number n �1t �rsb►.—SSW T1r—. 14cr1--C:T& Pur:nvc:'� Yalling uddreas X23 Stam 2lP ,�CPLY f�*-VLbes 1304- Q�33�a2, _ _ — Synut-t I to-it ce — Telcpnznc :wmoer FAX number 300 -yS1-2-*2� 36o-�lS2- Prrmiset owoer'i name Tv ' �oa�« t N�uuaa� kit No Addfesteetiob Z�'� �Sr — �� 2 T � clty � ser 0 Cash U Check# �►J ��` P I Lerco) deedty that f am the oswter of the above named properly or a liceosod ckcri:al conrrb:tor(or the iirm's authoriz:d agmt) and am making du clmmcsl 0 Credit Card VSsa Mastercard Discover ins"114;ior.of alteration in compliance with the electrical law,Chapter 19.25 RCW. Card# _ Signu[ure of weer, cl 1 contractor or electrical administrator ]:.7CQh'at1D11 nave V v �l.. of card $nsparidYs fcc Vy_&US MUNG THERMOSTAT SERVICE lasularion Only In>u1 tion Only Dna npyrovea Dy Dve nVVwr<a ay nrrroaea Dy o,+� Mprw•ea By DITCH =I ER Covu Cover e. spy a w Dr one nrp aa.a ay g1g Dve npPOrea B. Dwe Appna:a 6y ctrical L -Additions and or subtractions Service Injoring.Um U NO LOAD CHANGES Cl Bes&Lo ro KW Voltage Q Furneca —KW 0 Overhead Service Phase❑ l U 3 Q es;Pcmp _Ton,LAR Q Temp Service Service Size: Q Fan-Wal; —KW Q Underground Servics Feeder Size:. !ssoee:i°n Area,I!widitlg or Equipment Inspected Action Taken Elecuical lnspcc,or Uate S .-n ✓L Z r<L �C< RECEIVEn 8 -- ago W=rj. —� 0 ELECTRICALWORKPERMITAPPLICATION s v Installation deattiptioa � Job wired by O Electrical Contractor 0 Owner lirCommercial O Residential Electrical contractor name License number Date Expires O New O Altered/Addition fir`A r�MMt-M (`AArjhf1C Z(tC- Purcbu�s mailing address City State 21P Alar1-VS-1 `l5 _'�it,r)- yam, Telephone number FAX number Premr.sa owner's name 9414 Address of Inspection Phone u,erer to�Inspection: Owner as defined by FCW.19.28.261;(I) Owner will occupy the structure for two years after this electrical'permit is finalized (1)Owner Is required to hire an electrical contractor If abavc said property is for sale. rent or lease. D Cash 0 Check# After reading the above statement. 1 hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical instal- 0 Credit Card visa Mastercard Discover lation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296-4613, The City of Port Angeles Municipal Code, and Card# Utility SPeeffic ons. Sign owoer, lectrlcnt tractor or electrical admjr Expiration Date Cn V'V Inspection fee X Date- of card $ Electr1ral L "a"s and r iii4iractims Service Information O NO LOAD hNGES O Baseboard _KW Voltage O Furnace _KW 13 Overhead Service Phase O 1 O 3 O Heat Pump _Ton_LAA O Temp Service Service Size: O Fan-Well _KW O Underground Service Feeder Size: SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360-4174735 ROUGWIN E5E SERVICE Due Aj po By by Doe Approval by F{Ip�NAL��.�µt�� FUER Dna ApicvZTar o.ce Apmo.ee err Inspection Arca,Building orEquipment ins ected Electrical Date gP Action Taken Inspector P . 01 /01 TRANSACTION REPORT JUN/ 17/2008 /TUE 10 : 28 AM FAX ( TX ) # DATE START T. RECEIVER COM.TIME PAGE TYPE/NOTE FILE 001 JUN/17 10: 28AM 94570212 1 0: 00: 351 1 1 OK ECM 12913 ELECTRICALWOMPERMRAPPLICATION C� I lnetalLtion deactipti00 ` Job wired by ❑Electrical Contractor ❑Owner O'Cutamerclal Cl Retldeothl ~ Electrical conmetor name ]ARrlse number Date 8npira .. ._._.. ���. L)New OAltered/wddltion " .. �. epa,�..y,mailing address _d r,Mrps, City sere ZIP �Joo-Ub1-L1.15 2 . - -b'cl I m t:0 Telephone number `FAX'nu'mber` -'_... ... . . p,rtftka. awnarts game _ LIA�L'I,LL.- J�.J.Lt-r-4O4. I .. Address of Inspection _ -71 L4 Phone nn ether to staedolle Inspection: _.._ Owner at defined by ACW(9.28.261:(Q Owner will occupy the structprefor two years a]ler�'7i a perm!b er r reqs-3`lp'h re an e&-wor —.—"�............ conrrach"I above said properly is for idle,rent or Imre. I O Cash 0 Check# Altar reading the above alateltent. I hereby certify that I am the owner of the above named propor\v at a licensed electrical contractor I tan malang the electrical instal- O Credit Card Visa Masteretlyd Discava • )ado" or alurldon in ith compliance wthe electrical laws,N.E.C., RCW. Chapter; 19,28, WAC. Chapter 296-46B, The City of port Angeles Municipal Code, and CAM# ____ - Utility Specific ons. ------ Sian owoar, lectMal tractor or electrical administratorIffatloaDale O�VlV- X Date ofcord tnsprerion Poe Electrical "a and or Noppoix tderyloo Information D NO LOAD NGFS O 6eseboard —KW Voltage D Fumaee —KW O Overhead Service Phe"0 1 D 3 O Heat PUMP _Ton_LAR D Tomp Service Service Site: O Fon-Wall KW D Underground SonAm Fooder Slxa: DAY INSPECTION. CALL BEFORE 7:00 AM 360.47.74735 ROUGH-W E5E SERVICE DNC Appy By DYe AepMvN BY FINAL FL Uec Are�w.a D•�e AMn.N B> Inspection Arm,Building or ui merit Inspected ElecicalDueAction Taken Inspector i a ELECTRICAL,WORKPERMITAPPLICATYON Installation description Job,wired by ❑Electrical Contractor O Owner - ❑ Commercial U Residential Electrical contractor name License number Date Expires 'l �C [� C3 New ❑Altered/Addition [ailing address a N (� r !, CitySlate ZIP _ "�_A. LA)as� 9S6262 Telephone number FAX number G Prem" es owner's name Add 17N b'_ -1 s-r city /1 , Phone number to schedule inspection: Owner as deyined by KC W.19.28.161:(J) Owner will occupy the siracture for two years after this electrical permit a ftnaliced. (2)Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. - ❑ Cash- p Check# After reading the above smtement, I hereby«nify that I am the owner of the above / named property or a licensed electrical contractor. I am making the electrical instal- ®Credit Card Visa Mastercard Discover 1929 2r alteration in compliance with the electrical laws, N.B.C., Chapter 19.28, WAC" Chapter 296-46II, The City of Part Angeles Municipal pnl C Code, and Card# - Utility Specifications. -- Signature of owner, electrical contractor or electrical administrator Expiration Date Inspe [inn fee X ° Date: /a �� 07 ofcard zO, ELf4VJA.d�- ItipIlsaQd rsubtr tions Service Information O NO LOAD CHANGES ❑ Baseboard _KW Voltage ❑ Fumace KW ❑ Overhead Service Phase O 1 3 3 Q Heat Pump _Ton_LAR U Temp Service Service Size: U Fan-Wall KW - Cl Underground Service Feeder Size: SAME DAY INSPECTION. �� CALL BEFORE 7:00 AM 360-417-4735 �UGHtIY V E7DI;TCH TAT �., SERVICE l` 17bZ np Dam Appm N DY Avprovad By =�ERnppmved ey Inspec tion Arca,Building or Equipment Inspected Action Taken Electrical Date Inspector l "d 5976 Z5V 096 ONI OI2d13373 S313ONV WOid.d HVSS'6 LOZ-9Z—F[ PORTN�G ELES ' G T O N, U. S. A. — Utilities Department April 10, 2008 Wave Broadband Attn: Mike Sturgeon 725 E 18' St Port Angeles, WA 98362 I 4v? Subject: 1714 E let Street — pole relocate Dear Mr. Sturgeon: The enclosed "Joint Pole Notification" was returned to me last month. Unfortunately, it was not filled in and the communication lines are still attached to this pole which will be removed no later than Thursday, April 17th, 2008. Public Works Civil Engineering has directed closing the existing entrance to the property for safety reasons. The existing pole is in the way of the new access to the site which will become the permanent driveway. Should communication lines still be attached to this pole when our crews arrive to remove the pole, they will tie the remaining communication lines to the new pole, cut the old pole six inches below the communication attachment, and proceed with removing the pole. If you have any questions or concerns, feel free to contact me at the phone number, or e-mail, listed under my name below. Sincerely, Bob Larson Electrical Engineering Specialist rlarsc n(6cttvofpa.us 360.417.4706 Cc:Terry Dahlquist,Public Works Electrical Engineering Manager Roger Vass,Asst.Civil Engineer File Attachments Ref. WF76702I01 W S 10379 t,K3;LIGHi LNG!'\Sr) .:iy ac r .ud,lF ll, vard 1031it Phone: 360-417-4805 / Fax: 360-417-4542 Website: www.6ycfpa.us / Email: publicworks@cityofpa.us .. . - Q91 F�cf Flffn CZtro t - PC) nn, ii Fn / Pnrt Ar,nalAc \AIA GR..3krP-nPt 7 (1/30/2008)Trenia Funston - Ruddell Auto Mall 527 1 From: Trenia Funston To: John Partch Subject: Ruddell Auto Mall John, The plans look good. There are a couple of minor corrections, then you good to go. Remove the word option reconstruct existing swale sheet 1& 2 CB#2 is a type 2 Move the wording in the area of CB# 12 information overlapping with sidewalk information sheet 1 Move the wording in the area of CB#8 overlapping with sidewalk information sheet 1 Show existing 12"storm drain line (from the south)going into CB # 5 Show existing 30" det. pipe (from the east)going into CB # 5 CB#5 indicates add new 8" outlet to west should be 12" sheet 1 & 2 Maximum driveway opening 30' not 35' Sheet 3 CB#5 detail rim el=178.04 Sheet 2 change 8"to 12" on CB#5 info (outlet to west) Eliminate the most north westerly 10' x 10' section of the grasspave The stabilized entrance detail is to be 100' x 15' (1/18/2008)Trenia Funston - Fwd: RE: RuddellPage 1 From: Steve Sperr To: partch_fourse@olypen.com Date: 1/18/2008 11:12 AM Subject: Fwd: RE: Ruddell CC: Funston, Trenia John, The storm sewer infrastructure is the City's, so you would not need DOT approval to connect. Stephen Sperr, P.E. City Engineer City of Port Angeles P.O. Box 1150 321 E. 5th Street Port Angeles,WA 98362 www.cityofpa.us phone: 360-417-4803 fax: 360-417-4709 >>> "John Partch" <partch fourse@gIVen.com> 1/18/2008 10:32 AM >>> Trenia, If we connect our stormwater system into the catch basin in the state highway,as we discussed,does the DOT need to approve it, or is it a city storm sewer? John E. Partch, P.E. 4 Seasons Engineering, Inc. 360-452-3023 -----Original Message----- From:Trenia Funston[mailto_Tmnstontcityofpa.up1 Sent:Thursday,January 17, 2008 1:34 PM To:John Partch Subject: Re: Ruddell I will have some additional comments to you this afternoon. I want to run them past Steve Sperr first. TF >>> "John Partch" <Qartch_fourse@olypen.com> 1/17/2008 9:05 AM >>> Trenia, I am revising our site plan for Ruddell's new sales office as we discussed earlier and wondered if you have any other comments or changes to incorporate at this time. Thanks, John E. Partch, P.E. 4 Seasons Engineering,Inc. 360-452-3023 2/2/2007 Trenia Funston - Ruddell's Auto Mall Pae 1 From: Trenia Funston To: contact@lindarch.com Date: 1/23/2007 2:24 PM Subject: Ruddell's Auto Mall CC: Gary Kenworthy; Jim Mahlum; Roger Vess Bill, here's rough overview regarding the proposed location for Ruddell's new proposal. A 6'wide side walk would be required along both 1st Street and Penn Street. This would be placed directly behind the curb. Installation of wheel chair ramp @ Penn Street and at south property on Penn Street in the area of the driveway/ alley? Construct driveway to City standards. Maximum opening for driveway is 30'. The City would prefer that there not be a driveway opening on the Penn Street side of the project. Due to the high volume of traffic at the Penn Street / 1st Street intersection this may be a traffic concern to the state. Golf Course entrance and exit would be our preferred choice. Jim Mahlum, our traffic engineer has recommended having someone contact WSDOT. The contact name is Dale Severson (360)357-2736 WSDOT Developer Review Olympic Region 5720 Capitol Blvd, Tumwater,98501 P.O. Box 47440, Olympia,WA 98504 Construction/placement of a retaining wall within the City's right of way along the 1st Street frontage would not be permitted. The access to the existing utilities along this corridor would be impacted. The existing storm drainage along the eastern portion of the dog leg entrance adjacent to Wendy's will need to be addressed. If you have questions,feel free to contact me. Trenia T � • BIOFILTRATION SWALB DESIGN POLARIS ENGINEERING AND SUR ttettttttetttttttttttttttt 111 E. THIRD STREET - R 1D PORT ANGELES, WA. 98362 PROJECT: RUDDELL AUTO SALES (206) 425-5393 LOCATION: PORT ANGELES, WA JOB NO: 90682 �•p BOTTOM WIDTH (FT) = 2.50 SEW c SIDE SLOPE = 2.5 HORI2. TO 1 VERT. �O,.oF WAST„ti,,0 SWALE SLOPE = 0.80 MANNING'S N = 0.030 = r DEPTH (FT) PWEP A RH V-FPS O-CFS --------- �. 2.50 0.00 0.000 0.00 0.00 O^F• �rEPE°aC� 0.02 2.61 0.05 0.020 0.32 0.02 `sS�ONAL - 0.04 2.72 0.10 0.038 0.50 0.05 0.06 2.82 0.16 0.056 0.65 0.10 ExPlRE910/021 0.08 2.93 0.22 0.074 0.78 0.17 0.10 3.04 0.28 0.091 0.89 0.25 0.12 3.15 0.34 0.107 1.00 0.34 0.14 3.25 0.40 0.123 1.10 0.44 0.16 3.36 0.46 0.138 1.19 0.55 0.18 3.47 0.53 0.153 1.27 0.67 0.20 3.58 0.60 0.168 1.35 0.81 0.22 3.68 0.67 0.182 1.43 0.96,x_ Zrt Gj�?•c:5�•! 0.24 3.79 0.74 0.196 1.50 1.12 0.26 3.90 0.82 0.210 1.57 1.28 0.28 4.01 0.90 0.224 1.64 1.47 0.30 4.12 0.98 0.237 1.70 1.66 0.32 4.22 1.06 0.250 1.76 1.86 0.34 4.33 1.14 0.263 1.82 2.08 0.36 4.44 1.22 0.276 1.88 2.30 0.38 4.55 1.31 0.288 1.94 2.54 0.40 4.65 1.40 0.301 1.99 2.79 0.42 4.76 1.49 0.313 2.05 3.05 0.44 4.87 1.58 0.325 2.10 3.33 a O••�O 0.46 4.98 1.68 0.337 2.15 3.61 0.48 5.08 1.78 0.349 2.20 3.91 "Ov, <.... ... t X-¢ hta V: vr... � sC.i t a�,� ^ ( Zee.�rrvt vrl-4` i1„,. �� . e PY'�°.°• :¢+Cti�f j �./St'�w�J��.'sti'/Yr��.�,#. � 12 Min mir-Abill=U064 ti{ � s� ?n.gtLL • "e� n+k;ISYI tis: t t e I Y J / C e iN � t { w' r it i b �� '��' • r �,rr I 1 `l t SY... 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CRC RF 40 p15iPNCES REDUCED iG GRID ARE 9999d q HMt120NiAl CROJND ENCHOACMM ENTS OR ADJOINING INDIA SCS STREETS OR ALLEYS BV ANv OG$Alp 1 - HANDICAP SPACE OCTANOF FILING,5'11CNP1 OR OTHER IMPROVEMENT SIUA'ED UPON ADJCIN:NG PREMISES. ]A - `DIRT StPIPEp PACTS OCTAL PLED SHORT PLAT RECORDED IN VOL.8 OF SHOR'PLATS, OXEN THAN 1Hp5E SMOVT THEREON'. AND THAT THE PROPERTY DOES NOT UE .,IN PG 55,flFCORpS OF CLALLAN COUNTY. ASHINCiON. ATNY FLAW HAZARD AREA MAE PUBLISHED BY THE EDEPAI EMERGLNCEY MANAGEMENT LOCAL GERIATHADS REWIP[ I AGENCY, ,NIS STIPLEY WAS MADE IN ACCORDANCE 'MTH THE MINIMI.STANDARD ARKIxG$PACE PEP 135 50. IT DETAIL REWIREMENTS FPR LAND RILE SURYCYS AINRY ESTABLISHED BY ALTA OF INTERIOR F 10 SPACE N1TN AND AGSM IN 1997 AND MEETS THE MINIMUM ACCURACY REOJIREMENTS FORA �gIEXESVN OF 1D PARKING SURVEY METHODS CLASS B SURVEY, AS DEFINED THEREIN tt15 SUNVEY WAS PERFORMED USING A TRAVERSE METHOD AND EMPLOnNG A 1 SFC.HP 3820A T07AL STATION. /� \ CANZ CUMMINS---> C11111CA,1 N0. 22519 AREA F. E SECTION SUBDIVISION BGA (360)(360)5BB-23.. 24999 F, HAREA SG WASI .VnCTGW y0192 2.69 ACRES HER EF OECD) FOR SECTION S'..BOIMSION USED SFf FLAT SYONT P'-AT NE.'CRUED IN MCL. BOF SHORT PLATS.PG.55,RECORDS OF CLALLAM COUNTY, ISO S0. IF (AREA 01 OMERLAO WED. AGTON. SEE CITY OF PORT ANGELES MONUMENTATON RELOAD W RLE AI PORI ANGELES DEPANTMEN!OF PUBLIC WONKS. CFASEMENTS.ENCJMBRANCFS All RFSTNICTONS ARE BASED ON TI,T INSURANCE SCE ALSO CITY 01 PONT ANGELES(i5/GPS RECORD OF SURVEY COMMITMENT NO r--431'?, ]ATED ARRL J, 9:')3 VOL. 34,PG. 22,RECORDS Of CLAILAM COUNTY.WASHINLION. PILO WO4A WAS CCMP.L'LL MARCH 21 2203 SHEET 2 OF 2 AS-BUILT RECORD OF SURVEY David Cummins and "ALTA/ACSM LAND TITLE SURVEY <<< Associates, PS -A OF A PORTION OF P.O. Box 120 �h Blocks 2, 3 do 4, Green's Belle View Sequin,, Wa. � k Addition to Pori Angeles E,urprying M.Err 98382(4Prnrr (360) 683-2344 Cla Ilam County, Washington TIE i¢r OvriL for APRIL. 2003 E' SeaWend, Inc. Joe N0. 2-11- 30-6-330SAII'A . . . ..:....:-:....:.... VOl 52 P5 23 . j %00042. 507931 MAC 1[ ILILAX 31IIORT FLAT SECTION 11, TOWNSHIP 30 NORTH. 11?41VGE 6 !NEST, W M CL14ZZ,41 I COUNTY, WASHINGTON At� (US PURSUANT TOSECTIONE.2T OF ORDINANCE NUMBER 57 OF I9'/5, A DRAT ARSENALS" FOR EACH LO SKULL REQUIRED PRIOR i THE ELOPMfNi OF THE LOT �Qf THIS PLAT.uPY ANNEYATS°N O iX15 RAT INTO THE CITY OF PORT ANOLLES'EAID C N77. CITY ON.HIANffs SHALL NBCWeu. IF "s ,Al. [ E R T F I - - J , �/ 1 A 1, RENNETHIA. CLARK, OF [LA0. PHO ASSO%,A '^XEREBI Cf RTIFY THAI TXIS PLAT - °p �_�.v IS BASED UPON ACTUAL SURVEY, THAT DISTANLES ND BEARINGS PPE COYICT. •IyA,N. o R(NNLTH CLYK M.. /YDD 4 �y 0.EIIIIEIPD LAND SURVEYOR LI[fXSE XVMLER 12223 A. LM'CCi[N N1Xlfr ^ p e INIF g9I LOT3 - ort • J N[ D[ 11N n r n, m OPD[YLC.[D. DMAUP D A W �t[TLPLAST[D. PACT, I r.,. .R[ C. w ; O rvAP' v O .1...R LYGD TuN.S.rt.W. ANY,GRALLI ai TO a ADraRDESIRE.1 TXaDO1VNN Y: o �' _ "iv`_ MACY Cm Or[YMPF A. LCs mrREumx ID THIS FLAT,Al MEVL3Y T4 To THIS ZI.- H.. . , /bW IZ POR MITA[[=t/[.°r r.... ia°v i Is Y[CO'"TG B��° dUMMZ,- I- IF t ?; 4 LOT ` IRNGM VAWPWA• NOWNWATIH r ppg ; DAN-IAG YragYYRrq C—A—. GTO. --3247(2-FMr..re 2 B.A!, _ NBG'5B'L2'W - SCALES/�/OY!' ,. ....Y vuur r,M. c°gr.v, GTO. — AN, 6 - .WNIIr.2) .[YD... Y.TD. (D.Y,nm rY.D.... .D.rD. 11IP }: •.I. .p'AMGA'ABIrFAIR) Nrnv,•w 14 J9 [IMPC - $ ° P YIo .o AS or M[ MA IN go A ANYI • D [E. ;M6 MTY�lir! -TO ANIN -CC`AP OF [ /nY6I l)Fw)T .uMoou Lvv �Y[[C m CONrouriYr 1 223- o°3'cu[ eD,m r0avA:'I MYvuaM. A[G CORPORATION. Mzgr AMn Tvm TMs BY Arnzs° v TG[c°.P°RAra Yu De N.C. D[ A C A IPI 1 0 N Ym M .D Dr ED li.0 TY AT AMD YFINITE..Far MARC EL AS '"Al°T[MRITttN, rici [[Y Y LOTS 13 N 16, INCLUSIVE, IN BLOCK L BI GREEN`S BELLE VIEW ADDITION G FNDO O ORT AKCLCS, AS RECORDED IN FOL UNE 1 OI MLATS, MYC 15, CCMOS OF CLALLM CWITH TWA $WIN HAL TOGETHER WITH LIR SWTM NLLI OF CITEDVACATEDS INSTC ABUTTING NATO LOTS/ V fie. L'-0 TWINER WITH TME FORM HnLI or YAGrtO MINGTON SLREEi BUNTING.LAID I➢i$. PUEIIC GI u TN[ ATATr PARCEL P B: A TNS.r PORTION ON OF SlcTlp ll, IRANIAN["L 3D xORix, RNKe 6 Ysr, N.n., cuLLM "f 0A sOV� nR eliC+°��RT rT rAelFy COIMTY, MASN[ML'ON, DISC'Sa[0 A LLOYS: NLSM LOTS 1 TO 8, INCLUSIVE, IN BLOCL I, VACAI[O, LOTS 1 TO 13, INLLVST VL, IN BLOCK 3 VACATED, ALL FAULT MOTION 0I LOTS 5 TO 9, INCLUSIVE, IN BLOCK 2 I C A I E LY INL EWTM Or STATE HIGHWAY NLW YR 101, T1Mi IYi 0I VACATED LINCOLN STREET I R 0. i 1 F LYING BETVf EN fAIO BLOIRS 3 MO L, THAT FACT 01 VACATED GARFSCLD STREET 1, 1 {yJ� TICA-HNC. OF CLALLAN COUNTY, 101141141;00%."l 9CRY LIT POG BETWEEN SAID BLOCKS 2 AND 3, GMC VALATEO ALLEN IN SA10 BLOCK 3, ALL [CRi�I%l��TMPI�.LLL IpC •iHE ABOVE PROPERTY 4RE FULLY PA10 UP D IN- IN YIEM'S FULL V[[M ADDITION i0 FOOT MLCLCS, AS RfCONCES IN VOLUME 1 CLUDING THE YEAR 19F� 01 PLATS, PAGE 15, RECORDS OF CLALLAN COUNTY, Y$....I.-I [,COPT THAT MOTION iRCOF CONTYNXA CONVICTED TO THE SE OF WASHINGTON FOR XIGY OY M IN BY RECORDED UPS IN AW ITORTS FILE NUMfR 3$30813 ALSO LOTS 9 TO 12, WIN INCLUSIVE, IN BLOCK L OF YCHIC BELL[lit. ADDITIW i0 MY NIGGLES, AS RECORDED IN VOLNIE 1 OF FLATS, BASE 151 ALSO THAT PORTION O M[WORTH MALI OF VACATED ALLEY NIiXIN SAID BLOCK 1 ABUTTSXG LOT 1 TO 8, B°M INCWSIVE, Mp I. PORTION OF TI2 SOUTH L OY o1 MALI OF VACATCD ALLEY ABUTTING LOTS 9 To 12, BOTH INCLUSIVE, AM THAT 1.Yr°V[°FOR CBMMS.CIAGr. PORTION OF THE NORTH HALF OF VACATED WASHINGTON STREET ABUTTING LOTS 9 t0 12, A P I R 0 V OINCLUSIVE, ALL IN SAID BLOCK 11 n THIS FLAT MY ALSO BE DESCRIBED AS THAT PORTION Of THE SOUTHEAST WARIER D'ATC Zn' "• • 191%0 Of 3 SECTION 11, TONNSHSF 30 IpRTN, RANGE 6 MST, W.M., CLALLAN CWNTI, AONIHISi0.Ai0R Ll P.AN, WT.N, DESCRIBED AS FOLLOWS: LOWN[MCING Ai iNE SOUTXFASI CORNER Of SAID SECTION 111 THENCE XORTH 2^ 3'/' 18'LAST ALONG TM GST LINE OF SAID SECTION 11, L 1 N E C O R D m A DISTANCE 01 81 3545.92 FEET; I q THENCE YOMAR 86` 56` 11"WEST, AAD AND I Of 30.00 ICCL TOA MINT ON THE F OOAI OF (O-� AT SNOAI THENCELY MARGIN 6 OI GOUT CONS[ ADHD AND TM TRU[ POINT 01 AEG AD I ATO FILED FOR RECORD THE REQUEST OF IF THENCE NOATM N 31. 18` EAST ALONE SAID WESTERLY MARGIN, A DISTANCE OF 512.82 ICY TO THE SOUTHERLY MARGIN OF UNITED STATES HIGHWAY loll THIS '1/1TA 19gQ A.D.. i,9 THENCE NORTH'L}^ l0 03^WAIST ALONG SA10 SOUTHERLY MARGIN, A DISTANCE 01 209,26 FEET TO THE EASTERLY BOUNDARY OF To TOWNS ITE OF PORT AN'ILEI; MINUTES PAST�P.M. AND ECOMED IN VOLUME F THENCE SOUTH 151 12' 02^MST ALONG SAID EASTERLY...TO MY, A GYA AACC 01 �, RECORDS OF [LALLM[OVNiI, X SWING N. 566.21 fEEi3 FLATS, PAGE TMSNCC 'ALT M 861 56' 12^EAST, A DISTANCE OF 329.26 FEET TO THE TRUE POINT OF BCGIMMING. AL... r_ T//.��c •�^-Hl"'_O. coVxn .Dm TOA DEIUII reww 14 N " ,. N CLARK & ASSOCIATES FAYIG CN(C MMWD LAPPA MNwbT X 67317& RECORD OF SURVEY A PORRON OF GOVT LOTS i AND Z SEC. It, s/ T30N, TBW W.M. IN CLALLAM COUNTY, WASHINGTON M g� N, HOWARD M RUDDELL 8 C Os. )fwy rvM HAY 1.1...AA>ESTARxsED R xiq. U\ TDME.EI, MIMDD A AteNN./ I.RECVO> 6V4Y A. salnlYw. a]p R�3JO' ,.yam. i c m 4 s B LEGAL DESCRIPTION: J ....AND..,wL'.- >I,«I`A"EA AA. .Drw,.,m Iw IN Q W SMvxr curs.AN u .MM NNA>I. DFXG A SMMr Mi 6 A P[FMN.Y SECIIM II MP.b AMM 5>]J>IK ]MOr AxII 6µVu ION.iY..ArIQ..A NN A MMM(f MEEM"EEK.AWDW Ia,A I[.ALI,FWRWN�I D K(wE A.M¢y M[IX42 AN n' cpMn -.. LOT •C wK 11NAN� ttMYDO.SAC£x AWMI/ NO,1]1. -3 O LOT 3 I AW IA. SN.l wi... 1 AWiw'z mE nn MP a . W lSI.,H [b I a DI> MDS.� MEENI dW,AI ELLE K.AW7 TI. w m TER mM MAI roa. rE$ .M .Ac.rz°'.NNCR. III_ s�ci.evT—woA suD Lors. . tubo->>ANN.w.'"ACNWN sAa Tors——1 n SANN R WA�NON D• J o o"I WTO.M. .Mrt AN PK ErwS fM NEE55 A•,"ANC, \U N Y KP MA A.3 IM1F AMM P'IME NNVE NY �I Y 'WSM.SD EEev 3 EI w.mA E'WEux x]NRY.I 0'aww PA"...A>NI "I EE.Wu am M MER&w w Emms a aAu.x muNrY ruw+DM IR' 2 I (P) Nsrss E T T .'-7 LOT a .M i Ew.u"ii�api� € ___ DAM Or SIRKY. e mR ., x1 S>xIW MASNINCTLW ST R EQUPMENP. >ua - IE EAsoeRT Ns.Em EI-..s 9EWu MD. IX. IxP rrrt i 1STATION a 8 � EE�h� O�.s wn rorxe.Ams N , 8 a \4o 7 6 R0�5 4 J a n I SGALE� I' 60' N i Er NACAiStT.�- m� w.w`ts iCO'ai 1� AUDITOR'S CERTIFlCATEy, nx r10 �* ixWuyELcnu irnrA� ry D EM RECORD MISM';yAY'�'��/y^,j,,',�/ATNICII l.. 1992 �cwL. ix c M AXWE AF., PAGE 111.. Cf lam:AT ME MCUEST CE PIXARIS ENpNEEFING AND SURIEYING INC unss� — SEI M STREEi�ba — of N00'S9-5]W E NDNAEM LI 4 E� E SE£Rniila 7—TNw EHrLLS R 994'A' T _ DEP.COUNTY AUDITOR • /_ W CASE rebN n iH ILINE OV RAT .X pELLENIE HILLS {� a. 5MON, re. > INON _ SURVEYOR'S CERTIFICATE 115 ^ j wren a Ln6Ar IN HITx^L.MEe InE\\ MIS MAP CDPRECRY REPFESENiS A SURr.EY MADE BY ME OR UNDER "1 / t�A S>AI W `Iln i1 MYD*WCWONRECORDANG INA��AT NE REWE$WITH ME RE AIIRRU O CTHE SUAWI b595! 059,40' aub,> swirl LIr.E sEcnoN n -� a 1 JSNLt ww SY "ISNUTN LS Z]1I9 41 wrM LPTx rm � �� Q Q .uC� Q Q O Q �Oklf l� SMCFT , ry. 27-7- N SJRVEYING } I APPR, VE FOR CONSTRUCTION o! Coco CALL 48 HOURS Q O o / 0 0 BY: DATE: 0 � 0 U BEFORE YOU DIG CITY NGINEE , APPROVA E PIRES: 2 I 0 >- WI�j 1 -800- 424— �` 555 �E �y a�l�n�o1 aF These �r)�„5� nu app�Va tJ a or tr�(tcd� �;Z w1� I ey 4/�.n a al.,. I. -Acse .plaws 4Z�� ��( fi w,t ff�R Zr CSF S curraf z �,! n Ite bu, Seryl j Sf� ; udC 105 aye l« f l� ��<'t cd ar D do f�.l�aH fie �1fi�y�l a q -cc m o l r et (j) or tx �fv. ad- �W z3 Y1� i - '�t. - ,Sr/1 sY+-�1.1� /u Vli�•1+v1 -K Q W LL W W ¢;U!�;2 2 far city 6rgmwr' � Gt c) n;oi0;v Ln L/ pN I BASIN W/ F c � r Flr NEW 6' WIDE CONCRETESIDEWALK f �v u 500 LF �� V 1Ff o 'A'rF 1I "]I, . E O �. _ iT 'AIL T ('. r rif 'iF > I ! W II IIa O ct 1" IRRIGATION LINE W/ BACKFLOW v J - PREVENTION vi CONNECTED TO EX WATER METER W 97 �' WCUT & REPLACE ��� EW`GQMr ® k:.TG` /, t.:.. i /� IVEWAY CUT W/ fVEWAY' EW CONCRETE (IRB AT EXSTG. IC / GG _/- NTRANCE (20 LFT)cBjl . 1 EXSTG TYPE 1 C.6, RIM EL=166.49 / 11 15' 1 !—,6WI 7.18 - ..'� NEW 5' DE CONCRETE 168.92 0' l l SIDEWALK L.._ 4 QT / 769. (20 LF t) CBy77 — EXS TC �}}gt�lf S2nnDV17NC� C�A'1Z13 1vtn TYPE 1 C.8. '�9 Dt21V�U/-74115 ® N' D-( SYtW ADD NEW ny b r BEEHIVE GRATE, e_' NEENAH 4345 B CUU MP��E .••-,°I. _ •^+ ' OR EQUAL s s -O-Allinal *Y �+ t; ).49 �.,.� - 9.87 PRE � 1 h% W CONCRETE 24' aa 1 Lt, ►.1£ .�-� WA'TE4 RB (75 LFt) W >.56 R. '••,, 11 * NO CONCRETE 169.9 r< a `1'►'��`� �OW "''- TO REMAIN ui Ia KCoTKrt�'fo dI''�� fY0rv1 �- f'6 , NEW EXTRUDED �w�*1~� �YsarY� � 'r'�,CONCRETE CUP.B 75n I F+1 ��n w n . -4 RESUMED LOCATION I 4SEASOms ENG/NEER/NG, INC. 1360J 452-3023 619 S. Chase St., Fort Ange%s, WA 98362 Stormwater Management Plan and Stormwater Pollution Prevention Plan for a New Sales Office for Ruddell Auto Mall For: Ruddell Auto Mall 'P PE ti 110 S. Golf Course Road „ Port Angeles, WA 98362 257 Date: November 21, 2007 FOR ,aoe a Location: 1714 E. First Street, Port Angeles, Washington t I J 1 Introduction: The New Sales Office for Ruddell Auto Mall is the redevelopment of the former Port Angeles Lanes Bowling Alley in Port Angeles, Washington. A 14,400 square foot bowling alley building and a 1450 square foot Automotive Shop building have been recently demolished. Proposed construction includes a new 3000 square foot auto sales office, re-grading and paving of the demolished building areas, new concrete sidewalks and driveway ramp, and connection to existing utilities. The Stormwater Plan has been prepared to comply with the requirements of the Department of Ecology (D.O.E.) 2005 Stormwater Manual and the City of Port Angeles. Existing Site Description: The site of the New Sales Office for Ruddell Auto Mall is located at 1714 East First Street at the corner of First Street and Penn Street in Port Angeles, Washington. The existing development consisted of a 14,400 square foot bowling alley and a 1450 square foot automotive shop with a 1.0 acre asphalt parking lot. The buildings have been recently demolished to make way for the redevelopment. Stormwater runoff from the existing parking area sheet flows toward the streets on the north and west sides. A shallow ditch along the south side of the property directs offsite runoff toward Penn Street to the west. The site is bordered to the southeast by the existing Ruddell Auto Mall. An existing driveway to the Auto Mall parallels the east boundary of the property. Stormwater from the Auto Mall is directed down a narrow biofiltration swale that runs parallel to the driveway. A storm sewer and catch basins in First Street collect stormwater from the street and the neighboring developments. The soils in the area are classified as Clallam Gravelly Sandy Loam by the Soil Survey of Clallam County Area, Washington. This type of soil is moderately well drained soil on hills formed in compact glacial till. Subsoils are typically layers of gravelly sandy loam down to compact glacial till at a depth of 20 to 40 inches. Permeability is moderate to the till layer but very slow through it, creating a perched water table during the rainy season. Runoff is medium and the hazard of water erosion is slight. 2 I Proposed Construction Activities: Proposed construction includes a new 3000 square foot auto sales office, re-grading and paving of the demolished building areas, new concrete sidewalks along First and Penn Streets, a new driveway entrance from Penn Street, and connection to existing utilities. A new driveway between the site and the existing auto mall to the southeast is proposed. The existing driveway will be reconfigured as parking area. The existing driveway from First Street will remain. Approximately 6500 square feet of new impervious surfaces will be created. Approximately '/2 an acre of existing building and parking areas will be re- graded and repaved. The existing strip of grass between the parking area and the street will be landscaped with a combination of grasspave vegetated vehicle display areas, low shrubs, and some trees. Stormwater Detention for the building will be constructed using a 24" diameter detention pipe with outlet control in a type 2 catch basin. Redevelopment Criteria: The Stormwater Management Manual for Western Washington identifies several thresholds of redevelopment activity and dictates different compliance requirements. All redevelopment must prepare a Construction Stormwater Pollution Prevention Plan. If 2000 square feet or more of new impervious surfaces are created, the redevelopment must also comply with minimum requirements 41 through #5 of the Manual. Redevelopment shall comply with all minimum requirements of the Manual if 5000 square feet or more of new impervious surfaces are created and the valuation of the redevelopment exceeds 50% of the value of the existing development. This redevelopment proposes over 5000 square feet of new impervious surfaces. Using RS Means Quick Cost Estimator, the average replacement cost of the recently demolished bowling alley is $1,318,244, and the average replacement cost of the lube shop is $232,633, for a total replacement value of$1,550,877. Also using RS Means Quick Cost Estimator, the construction cost of the new Auto Sales Office is $624,759, which is 40% of the replacement value of the existing development. Since the valuation of the redevelopment is less than 50% of the existing development, minimum requirements 41 through 45 of the stormwater manual are required to be complied with. See the print outs from the RS Means Quick Cost Estimator included in Appendix B for further valuation data. Best Management Practices will be used to limit the impact of this redevelopment. A stormwater site plan has been prepared. Existing catch basin inlets will be protected during construction. New parking areas will be stabilized after grading with gravel base, and other exposed soils will be stabilized by covering right after grading with straw mulch or plastic sheeting. Silt fencing will be used to help contain sediment. After final grading, the site will be re-vegetated by reseeding and mulching exposed soils. Catch basin filter inserts and oil separator tees are proposed for new catch basins. Stormwater detention will be provided for the new building. The existing bio-filtration Swale is proposed to be reconstructed to improve its effectiveness. 3 Minimum Requirements 1 through 5 of the 2005 Stormwater Management Manual for Western Washington are applicable and are addressed as follows: Minimum Requirement #1: Preparation of Stormwater Site Plans: This report, combined with the site construction plans comprises the Stormwater Site Plan. Minimum Requirement#2: Construction Stormwater Pollution Prevention: Element #1 Delineate Clearing and Easement Limits: To protect adjacent properties and to reduce the area of soil exposed to construction, the limits of construction will be clearly marked before land-disturbing activities begin. Trees that are to be preserved, as well as all sensitive areas and their buffers, shall be clearly delineated, both in the field and on the plans. In general, natural vegetation and native topsoil shall be retained in an undisturbed state to the maximum extent possible. The BMPs relevant to marking the clearing limits that will be applied for this project include: • Silt Fence (BMP C233) • Construction Fence (BMP C103) The site is already fenced with temporary construction fence. Erect silt fence below the proposed construction site prior to excavation. Element #2 Establish a construction Access Route: Construction access or activities occurring on unpaved areas shall be minimized, yet where necessary, access points shall be stabilized to minimize the tracking of sediment onto public roads, and wheel washing, street sweeping, and street cleaning shall be employed to prevent sediment from entering state waters. All wash wastewater shall be controlled on site. The specific BMPs related to establishing construction access that will be used on this project include: • Stabilized Construction Entrance (BMP C105) Construction access will be across from the existing paved access to Penn Street or First Street. Element #3 Controlling Flow Rates: In order to protect the properties and waterways downstream of the project site, stormwater discharges from the site will be controlled during construction by routing runoff through existing stormwater systems and phasing construction to occur during the dry season as much as possible. Stormwater detention will be constructed to control runoff from the new building. Filter strips constructed of grasspave porous pavement will help attenuate flow rates as well as provide stormwater treatment. Element #4 Install Sediment Control BMPs All stormwater runoff from disturbed areas shall pass through an appropriate sediment removal BMP before leaving the construction site. The specific BMPs to be used for controlling sediment on this project include: • Storm Drain Inlet Protection (BMP C220) • Silt Fence (BMP C233) Silt fence will be constructed concurrent with the start of excavation. Storm drains will Ibe protected with catch basin filters. 4 I Element # 5 Stabilize soils. Exposed and unworked soils shall be stabilized with the application of effective BMPs to prevent erosion throughout the life of the project. The specific BMPs for soil stabilization that shall be used on this project include: • Temporary and Permanent Seeding (BMP C120) • Mulching (BMP C121) • Plastic Covering (BMP C123) Exposed and unused soils shall be covered within 2 days between October 31 and March 31 and within 7 days between April I and October 30. Use plastic sheeting or straw mulch on cleared areas and stockpiles. Place gravel base on road, driveway, and parking areas soon after clearing and subgrade preparation. In general, cut and fill slopes will be stabilized as soon as possible and soil stockpiles will be temporarily covered with plastic sheeting. All stockpiled soils shall be stabilized from erosion, protected with sediment trapping measures, and where possible, be located away from storm drain inlets, waterways, and drainage channels. Element #6 Protect slopes All cut and fill slopes will be designed, constructed, and protected in a manner than minimizes erosion. The following specific BMPs will be used to protect slopes for this project: • Temporary and Permanent Seeding (BMP C120) Cut and fill slopes should be roughened by tracking up and down with machinery to create horizontal grooves to catch seed and rainfall, and reduce runoff. Slopes should be seeded as soon as possible after grading. Element # 7 Protect Drain inlets. All storm drain inlets and culverts made operable during construction shall be protected to prevent unfiltered or untreated water from entering the drainage conveyance system. However, the first priority is to keep all access roads clean of sediment and keep street wash water separate from entering storm drains until treatment can be provided. Storm Drain Inlet Protection (BMP C220) will be implemented for all drainage inlets and culverts that could potentially be impacted by sediment-laden runoff on and near the project site. The following inlet protection measures will be applied on this project: • Storm Drain Inlet Protection (BMP C220) Element #8 Stabilize channels and outlets. Where site runoff is to be conveyed in channels, or discharged to a stream or some other natural drainage point, efforts will be taken to prevent downstream erosion. In this case, no new channels or natural drainage points are proposed. Element #9 Control Pollutants : All pollutants, including waste materials and demolition debris, that occur onsite shall be handled and disposed of in a manner that does not cause contamination of stormwater. Good housekeeping and preventative measures will be taken to ensure that the site will be kept clean, well organized, and free of debris. If required, BMPs to be implemented to control specific sources of pollutants are discussed below. Vehicles, construction equipment, and/or petroleum product storage/dispensing: ' All vehicles, equipment, and petroleum product storage/dispensing areas will be inspected regularly to detect any leaks or spills, and to identify maintenance needs to prevent leaks or spills. 5 • On-site fueling tanks and petroleum product storage containers shall include secondary containment. • Spill prevention measures, such as drip pans, will be used when conducting maintenance and repair of vehicles or equipment. • In order to perform emergency repairs on site, temporary plastic will be placed beneath and, if raining, over the vehicle. • Contaminated surfaces shall be cleaned immediately following any discharge or spill incident. Concrete and grout: • Process water and slurry resulting from concrete work will be prevented from entering the waters of the State by implementing Concrete Handling measures (BMP C 151). All pollutants that occur on-site during construction shall be contained in a manner that does not cause contamination of the stormwater. The contractor shall maintain good housekeeping practices such as clean equipment, free of leaks, designated concrete washout area, and having oil soaking rags on site. Element#10 Control Dewatering Dewatering is not anticipated as part of this construction project. Element 411 Maintain BMP"s All temporary and permanent erosion and sediment control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with each particular BMP's specifications. All temporary erosion and sediment control BMPs shall be removed within 30 days after the final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil resulting from removal of BMPs or vegetation shall be permanently stabilized. Straw mulching: mulched areas shall be checked periodically, especially following severe storms. Additional straw shall be added and damaged areas shall be repaired as necessary. Seeded areas: seeded areas shall be inspected for failure and reseeded as necessary. A follow-up survey shall be made after one year and areas shall be reseeded as necessary. Construction access: the construction entrance and exit shall be maintained in a condition that prevents tracking of mud onto the public rights-of-way. Periodic top dressing with two-inch stone, as conditions demand, shall be made. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains shall be removed immediately. 6 Element #12 Manage the Project Erosion and sediment control BMPs for this project have been designed based on the following principles: • Minimize the extent and duration of the area exposed. • Keep runoff velocities low. ■ Retain sediment on site. • Thoroughly monitor site and maintain all ESC measures. In addition, project management will incorporate the key components listed below: As this project site is located west of the Cascade Mountain Crest, the project will be managed according to the following key project components: Phasing of Construction • The construction project is being phased to the extent practicable in order to prevent soil erosion, and, to the maximum extent possible, the transport of sediment from the site during construction. ■ Revegetation of exposed areas and maintenance of that vegetation shall be an integral part of the clearing activities during each phase of construction, per the Scheduling BMP (C 162). Seasonal Work Limitations • From October 1 through April 30, clearing, grading, and other soil disturbing activities shall only be permitted if shown to the satisfaction of the local permitting authority that silt-laden runoff will be prevented from leaving the site Inspection and Monitoring • All BMPs shall be inspected, maintained, and repaired as needed to assure continued performance of their intended function. Site inspections shall be conducted by a person who is knowledgeable in the principles and practices of erosion and sediment control. • Whenever inspection and/or monitoring reveals that the BMPs identified in this SWPPP are inadequate, due to the actual discharge of or potential to discharge a significant amount of any pollutant, appropriate BMPs or design changes shall be implemented as soon as possible. Maintaining an Updated Construction SWPPP ■ This SWPPP shall be retained on-site or within reasonable access to the site. ■ The SWPPP shall be modified whenever there is a change in the design, construction, operation, or maintenance at the construction site that has, or could have, a significant effect on the discharge of pollutants to waters of the state. • The SWPPP shall be modified if, during inspections or investigations conducted by the owner/operator, or the applicable local or state regulatory authority, it is determined that the SWPPP is ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site. The SWPPP shall be modified as necessary to include additional or modified BMPs designed to correct problems identified Minimum Requirement#3: Source Control of Pollution: Pollution sources during construction will be controlled as noted above, as part of Construction Stormwater Pollution Prevention. Ultra Drain-Guard Oil and Sediment Filters and oil separator tees are proposed for parking lot catch basins. Catch basin inserts need to be checked at least every six months and replaced when needed. If the amount of sediment and debris captured in the pouch has risen to a level one inch below the bypass ports, a change-out of the product is recommended. If the filter materials 7 become saturated with hydrocarbons, a change-out of the product is recommended. To determine if saturation has occurred, use a grate hook to lift one of the straps located on the top of the Ultra-DrainGuard up through the grate so that the Ultra-DrainGuard is pinned to the bottom of the grate. This allows the user to reach into the grate openings to feel the base fabric for saturation of hydrocarbons and also pull up and test the filters strips located inside the opening of the Ultra-DrainGuard's pouch. Minimum Requirement#4: Preservation of Natural Drainage Systems and Outfalls: Natural drainage patterns of the area have been largely eliminated from prior development. Currently, stormwater from the site flows overland to First Street and Penn Streets on the north and west side of the property. The majority of the runoff from the property will continue to flow overland across the landscaping within the right of way. Grasspave vegetated porous vehicle display areas are proposed for portions of the landscaping, which will also serve as filter strips and help treat stormwater from the parking area. New curbs and catch basins are proposed for portions of the redevelopment, which will be connected to the existing storm sewer in First Street. Minimum Requirement #5: On-Site Stormwater Management: The existing development is nearly 100% impervious surfacing, which severely limits the opportunities for infiltration or dispersion of stormwater runoff. To improve stormwater runoff characteristics from the site, roof runoff from the new sales office building is proposed to be detained in accordance with the flow control standards of the Stormwater Manual. Some runoff from the existing parking area will also be routed through the detention system. The Santa Barbara Urban hydrograph has been used to estimate predevelopment and post development runoff for a 24 hour storm of 2 year, 10 year, and 100 year recurrence intervals. The stormwater detention pipe was calculated to detain and release stormwater at the % existing rate for a 24 hour, 2 year storm, and at the existing rate for a 10 year and 100 year storm. Design Assumptions: Pre-Development Land Use Impervious = 7500 square feet, CN=98 Forest= 3700 square feet, CN=70 Proposed Development Impervious Area= 11,200 square feet, CN=98 Design Storms: 2-yr/24-hr = 2.00in/hr 10-yr/24-hr = 3.00in/hr 100-yr/24-hr = 4.50in/hr 100 feet of 24" diameter detention pipe will be used. See attached spreadsheets of calculations included in Appendix A. 8 Appendix A: Stormwater Calculations 9 Santa Barbara Urban Hydrograph SCS T Pe IA rainfall distribution ew- a es ce or u e uto a ax arca Prepared b 4 Seasons En ineerin a am ravel an oam-type ate: ovem r ain 6mo.24 hr. a mounts(inches) 2 r 24 hr. 2 y 10yr 24 hr. 1 00y 24 hr. re eve oment on ton lawn/landscape s roof/paving gravel forested Pervious Sheet Flow Tc Impervious Avg. Ns 0.400 Sheet Flow Tc L(ft.) Ns 0.011 ° CN= 70.00 L slope(h) Tc= 18.48 (pe° CN= 98.00 2yr-24hr S= 4.29 slope(/°) Tc= 1.04 2 r-24hr S= 0.20 ost eve opment on mon lawn/landscape l.h rvs roof/paving gravel forestetl 89 Pervious 4 Sheet Flow To Impervious Avg. Ns 0.275 Sheet Flow Tc L(ft.) ° CN= 78.00 N s 0.011 slope(k) Tc= 13.69 slope(°A) CN 9.04 yr-24hr S= 23.6 3 6���� T� 1.04 etenhon ipe 2yr-24hr S= 0.20 diameter Len9t^ StoLVU1. Sara ut et n Ice rear rear N Design Vol. eev. esign o 0 O ce m�it Factor W.ft. ft. at orifice orifices 2 too 314 1.2 262 D Size(in.) 10 yr yr max predev.lots)= 0.103 0.1696 02577 et nice n Ice Max Postdev.(cfs)= 0.1103 . eev. sign o 0.1696 0.2577 Max Overflow(cfs)= 0.0514 ft. at orifice orifices Size(in.) %of predevelopment= 47 0.1696 0.2577 138 Flow Control for Stream Protection ade uate 00 100 ut et r ce Q YES eev. esign o o nice ft. at orifice orifices Size(in.) 178150 Outlet Pipe Capacity Pipe Size R Min. Slope q in. ^ ft. % sq. Q max Factor of Cis Safety 8 0.167 1 0.3499 1 0.011 1.432 5.6 Summary: Detention Pipe Outlet Pipe Size(in.) g dia.(fL) length(ft.) 2 100 Outlet Orifices elev.( L) #of orif. Dia.(in.) 0.00 1 0.5 elev.(ft.) #of orif. Dia.(in.) 1.50 1 1 elev.(fL) #of orif. 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L�� d GO 0d r�r1d ,�bd ryOd Ip Ip 166 41 ado by a0d hryd qp 0dd Qd qd Arp le Odd td e 9ryd 900 900 Obd d0d �rLd ^0d ryOd rybd ry0d,5'LO,560 apo DPd b0d y'LO y6d Time(min.) —2yr predeveloped flow - - - 2yr overflow 10yr predeveloped flow 1 00y predeveloped flow - - - 10-yr overflow - - - 1 00y overflow T-tQA-) J6Q4-L- - fit. C�'�r.1Si'L'tJC T1QnJ S = HOZ �0'6- 0.S = 32 .Z U 2-S a 14SEASONS -SCAT[ ENG/NEER/NG, SNC. (360) 452-3023 619 S. Chase St., Port Angeles, WA 98362 °, Appendix B: 17 RSMeans Page I of 1 RSMeans QuickCost Estimator Project Title: Port Angeles Lanes Model: Bowling Alley Construction: Concrete Block/Steel Roof Deck Location: TACOMA,WA Stories: t Story Height(Lf.): 14 Floor Area(s.f.): 14,400 Costs are darned from a building - Data Release: 2007 rd v model with basic components.Stype ddlerences and I Wage Rate: Union market conditions can cause casts to vary significantly Basement: Not included Cost Ranges Low Med High Total: $891,900 $991,000 $1,238,7501 Contractor's Overhead 8 Profit: $222,975 $247,750 $309,688 Architectural Fees: $71,545 $79,494 $99,3681 Total Building Cost: $1,186,420 $1,318,244 $1,647,806! Do You Need a More Comprehenshe Estimate With Current Cost Data and Your Own Detailed Project Specifications? Access the Custom Cost Estimator,a paid subscription service, to reference a comprehensive library of square foot models updated and localized for the United States to create a customized online estimate specific to your individual project)-All from RSMeans, The Industry Soumel I [Click here to view a sample report] i Important note:These costs are not exact and are intended only as a preliminary guide to possible project cost.Actual project cost may very greatly depending on many factors.RSMeans uses diligence in preparing the information contained here. RSMeans does not make any warranty or guarantee as to the accuracy,correctness, value,sufficiency or completeness of the data or resulting RSMeans shall have no liability for any loss,expense or damage ens hg oust t off Orin connection with the information contained herein http://www.rsmeans.coin/estimator/qce/oce_result.asp?pmame=Port+Angeles+Lanes&pr... 10/18/2007 RSMeans Page 1 of 1 RSMeans CuickCost Estimator Project Title: Lube Shop Model: Garage,Service Station Construction: Face Brick with Concrete Block Back-up I Wood Truss Location: TACOMA,WA Stories: 1 rr4 Story Height(I./.): 12 , alt)` Floor Area(s.f.): 1,450 Data Release: 2007 Casts are derived from a building model with be-wmponents.Scrape differences and Wage Rate: Union market xindinons can cause costs to ry signMcantly. Basement: Not included Cost Ranges Low Med High Total: $152,550 $169,500 $211,875 Contractor's Overhead 8 Profit: $38,138 $42,375 $52,989 Architectural Fees: $18,682 $20,758 $25,947 Total Building Cost: $209,369 $232,633 $290,791 Do You Need a More Comprehensive Estimate With Current Cost Data and Your Own Detailed Project Specifications? Access the Custom Cost Estimator,a paid subscription service, to reference a comprehensive library of square loot models updated and localized for the United States to create a customized online estimate specific to your individual project!-All from RSMeans, The Industry Sourcel [click here to view a sample report) Important note:These costs are not exact and are intended only as a preliminary guide to possible project cost.Actual project cost may vary greatly depending on many factors.RSMeans uses diligence in preparing the information contained here. RSMeans does not make any warranty or guarantee as to the accuracy,correctness, value, sufficiency or completeness of the data or resulting project cost estimates. RSMeans shall have no liability for any loss,expense or damage arising out of or in connection with the information contained herein. http://www.rsmeans-com/estimator/qce/qce_result.asp?prname=Lube+Shop&project=30... 10/18/2007 RSMeans Page I of 1 RSMeans QuickCost Estimator GLA Project Title: RUDDELL AUTO NEW SALES OFFICE Model: Garage,Auto Sales Construction: E.I.F.S.on Concrete Block/Steel Frame Location: TACOMA,WA �5 Stories: 1 �Y' __ • i Story Height(Lf): 14 1k_ Floor Area(s.f.): 3,000 '�. - ---- Data Release: 2007 Costs are derived from a budding model with basic components.Scope differences and market conditions can cause costs to vary Wage Rale: Union ypnincanny. Basement: Not included Cost Ranges Low Med High Total: $417,600 $464,000 $580,000 Contractors Overhead 8 Profit: $104,400 $116,000 $145,000 Architectural Fees: $40,283 $44,759 $55,949 Total Building Cost: $562,283 $624,759 $780,9491 Do You NeedaMore-Comprehensl Estimate With Current Cost Data and Your Own Detailed Project Specifications? i Access the Custom Cast Estimator,a paid subscription service, .). to reference a comprehensive library of square foot models updated and localized for the United States to create a customized online estimate specific to your individual project!-All from RSMeans,The Industry Sourcel [click here to view a sample report] t. . __ _ .. —__—_ ___.._o—t —a -- __ i _— I Important note:These costs are not exact and are intended only as a preliminary— ,guide reliminary ,guide to possible project cost.Actual project cost may vary greatly depending on many factors. RSMeans uses diligence in preparing the information contained here. I jRSMeans does not make any warranty or guarantee as to the accuracy,correctness, I , value,sufficiency or completeness of the data or resulting project cost estimates. RSMeans shall have no liability for any loss,expense or damage arising out of or in connection with the information contained herein. p =;ccs 111181 ,,- Products:Bookstore•Cost Data•Costworks Online•Reference Books•Seminars•DemoSource•Insurance Online Tools:QuickCost Estimator •CustomCost EshmatorProgect Reporting•Construction Dictionary•Links Services:Business Solutions•Trade Sales RSMeans:Contact Us•About Us 02006 Reed Business Information•Use of RSMeans.00m is subject to its Terms and Conditions of Use and Updated Privacy Policy. http://www.rsmeans.com/estimator/qce/qce_result.asp?prname=RUDDELL+AUTO+NE... 10/30/2007 �50 CM (19.7') SPECIFICATIONS I 16.7 CM (6.6') 25 CM (9.8') UNIT SIZE - 50 CM X 50 CM X 2.5 CM (20' X 20' X 1') 5I �j AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 510 GRAMS (18 OZ.) OR 2.0 KG (4.5 POUNDS) STRENGTH - 402 KG/CM (5720 PSI) COLOR - BLACK (STANDARD) RESIN - HDPE (WITH SOME POST-CONSUMER RECYCLED CONTENT) PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES SEE ENLARGEMENT BELOW .3 CM (3.3') HYDROGROW MIX BELOW RING 2.3 CM (0.9') SUPPLIED FREE BY MANUFACTURER 6 CM (2.4') .10 _RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) 0 0t _COMPACTED SANDY GRAVEL ROAD BASE > g 95% MODIFIED PROCTOR DENSITY we - 6 INCHES TO 12 INCHES (DEPTH OF BASE COURSE TO BE DETERMINED BY ON-SITE ENGINEER) COMPACTED SUBGRADE, IIII—IIII i�I IIII—IIII:�I IIII _ SECTION TOP OF GRASS ROOT MASS 6 MM ABOVE TOP OF RING —GRASSPAVE2 ATTACH WITH SNAP-FIT FASTENERS ROOT MASS TO FILL —""— GRASSPAVE2 OMPACTED SANDY GRAVEL BASE COURSE ENLARGEMENT NOTE. GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER. TYPICAL GRASSPAVE2 DETAIL �\ CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES (S NOT TO SCALE 1600 Jackson St, Ste. Invisible GOLDEN, COLORADO 80401 800-233-1510 OR 303-233-8383 Structures, Inc. FAX BOD-233-1522 OR 303-233-8282 OPDETDWG wwwAnvisiblestructures.cam rev. 10/05 i I � a (/ W a / z •v I b a a , \ j , I (5/12/20C'3j Roger Vess - Ruddell Page 1 From: "John Partch"<partch_fourse@olypen.com> To: "Roger Vess"<Rvess@cityofpa.us> Date: 5/7/2008 3:36 PM Subject: Ruddell Attachments: ruddell.civil.REV080507.pdf Roger, We have a small clarification of the plan for Ruddel's new sales office. The approved plans show landscaping to the east of the existing driveway entrance on Highway 101, where there is actually an existing sidewalk. So, instead of concrete curb there as shown on the plan, we would like to pave up to the sidewalk. Please see the enclosed plan view for clarification, and let me know if this is acceptable. Thanks, John E. Partch, P.E. 4 Seasons Engineering, Inc. 360-452-3023 Ar I.E. SOUTH (12" PVC PIPE) = 160.95 FTSEWER p RIM ELEV. = 167.060FT, I O cep p ` I.E. WEST (8" CONCRETE PIPE) = 159.15 FT ^M 150 I.E. EAST (8" CONCRETE PIPE) = 159.24 FT ( I ( q 1" IRRIGATION LINE W`1 BACKFLOW PREVENTION CONNECTED TO EX. WATER METER SAWCUT & REPLACE � IGTG° DRIVEWAY CUT W/ NEW CONCRETE CUT / CURB AT EXSTG. ENTRANCE (20 LFf) CB11 EXSTG TYPE 1 C.B, RIM EL=166.49 EW 5' WIDE CONCRETE 82 . -�_ �SI}�•' IDEWALK 0 LF 3. . \ ./:' .� CB11 — EXSTG l' y lot 'I'D ^ TYPE 1 C.B.: ADD NEW / BEEHIVE GRATE, NEENAH 4345 CUUM- _'68 / OR EQUAL B. FLOW — �PRE' TER. 0�1 1 r W CONCRETE WATER' E l'. 7CURB (75 LF-+)RBC rJ % �o EXISTING CONCRETE 1 6 .1,�' a 1 / CURB TO REMAIN o NEW EXTRUDED ;j / l/I^ w 0i 1 CONCRETE CURB . PRESUMED LOCA TION OF EXSTG. SAN. SEWER, VERIFY 11 � �. . (A '. ' 000 Q Til _ Zo C 0 Z9 39Cd T69ES8Z99Z dU L9 3994 4SEASONS ENG/NEER/NGS INC. 619 S. Chase Street 3 Port Angeles, WA 98362 January 24, 2008 Trenia Funston Engineering Specialist City of Port Angeles 321 E. Fifth Street Port Angeles, WA 98362 Subject: Ruddell Auto Mall Storm Drainage At your request, we have done a hydrologic and hydraulic analysis of the runoff from the existing Ruddell Automall, and the capacity of the proposed stormwater pipes for the new sales office. Our proposed stormwater routing entails reconstructing the existing biofiltration swale and bypassing high flows through a new stormwater pipe. This will provide more effective treatment of stormwater from the existing Automall with no net increase in flow to the city's storm sewer. Our hydrologic analysis modeled the stormwater runoff from the existing automall and the controlled runoff of the new sales office using the Santa Barbara Urban Hydrograph for a 25 year 24 hour storm. The existing Automall has a theoretical maximum discharge rate to the storm sewer of 4.51 efs both before and after the modifications. The theoretical maxmum flow rate through the proposed stormwater system is 4.86 cubic feet per second. We have changed the proposed stormwater pipe to a 12 inch pipe with a minimum slope of 2% to accommodate this flow rate. The proposed pipe will be used to convey runoff from the existing automall stormwater system to the mid-block catch basin in Highway 101, as we previously discussed. We have included our basin map and calculations. If you have any additional questions or concerns, please feel free to contact us. Sincerely, John E. Partch, P.E. Reviewed by: �'� ' , I •'' , h J�Aj<� Jay S. Petersen, P.E. An. 4.. Cc: Ruddell ;;_ �$ f dos ' st) �, ftt If !TI I w �\ iiia �b BASIN B NEW 'OFFICE ,CONTROLLED RUNOFF (0.5 AC.) BASIN A — %��� EXISTING I AUTOMALL a 8 � 5.0 AC. I 8 1 �✓ I RUDDELL AUTOMALL DATE: JAN 2008 HYDROLOGIC ANALYSIS 4sEAsoNs D RAWN 'BY.- BASIN MAP AWN BY: JEP ENG/NEER/NG, INC(360) 452-3023 ECKED:JSP619 S Chase St. Port Angeles. WA 98362 ET: 1 Santa Barbara Urban Hydrograph SCS Type IA rainfall distribution xisting Auto Mall Prepared by 4 Seasons Engineering Clallam Soils,Type C Date: I January 24,2008 Rain all Amounts(inches) 2yr 24 hr. 25yr 24 hr. 2.00 3.50 Developed on ition eat Flow rave Time Ns 0.01 L(ft.) 30 slope(%) 5 2yr-24hr 2.00 Travel Time= T5 annel low kc 42.00 L(ft.) 30 slope(%) 5 Travel Time= 0.53 Total Basin Area Gross Area(acres)= 5.00 o impervious= 75 Pervious Impervious Area(acres) �133Area(acres) 3.75 CN= 98 N 0.20 S= Time of Concentration= 3.04 minutes Detention Pipe Outlet Orifice 1 diameter Length Stor.Vol. Safety DesignVol. elev. Design Vol #of Orifice feet feet cu.ft. Factor cu.ft, ft. at orifice orifices Size(in.) 2.5 Iso 894 1 884 0.00 0 1 6.0 25 yr Qmax(cfs)= 4.51 cfs p��yyay UN O,,9 roragaR charge Table ele 6lorage L barge 0,000 0000 0000 0025 1495 0152 0850 4217 0215 0075 7124 0283 0.100 11855 0 304 0125 18,517 0340 0.150 21 W4 0372 0175 27,190 0402 0200 33115 0430 0225 39388 04% 0250 45,985 0401 0275 52,881 0504 0.300 60 ON 0526 0325 67493 0.548 0.350 75187 0599 0,375 03109 0589 0400 91,251 0608 0425 99603 0627 0450 108.151 0645 0,475 116688 0062 0.000 125602 0680 0525 134.885 0600 0550 144.128 0713 0575 153523 0729 0600 163083 0745 0625 172]39 0760 0,650 182.548 0,775 0675 192476 0790 0700 202.522 0NO 0725 212679 0810 0750 222939 0832 0 775 233 298 0.846 0800 243.750 ONO 0 825 254288 0.873 0650 264.907 0086 0875 275503 0899 0.900 20G.369 0912 0925 297201 0,924 0950 368094 0937 0.975 319042 0949 1800 330.041 0%1 1,025 341886 0 973 1850 35218 0985 1875 363294 0,997 1.100 374449 1868 1.125 305630 1819 1 1 W 396 835 1631 1175 400.057 1.042 1200 419292 1,053 1.225 430537 1064 1250 441780 1,075 1275 453036 1885 1300 464200 1.096 1325 475.516 1100 1.350 485.738 1.117 1 375 497.943 1.127 1.400 509124 1137 1425 520.278 1,147 1450 531401 1.157 1475 542487 1.167 1500 553532 1.177 1.525 564531 1107 1550 575 479 1.197 1575 506.372 1.206 1.600 597204 1216 1,625 607970 1225 1650 618665 1235 1675 629285 1.244 17W 639.023 1.253 1725 650275 1262 1,750 660.634 1272 1775 670894 1,281 1800 601851 1290 1825 691897 1298 1850 701.027 1,307 1,875 710833 1316 1900 720510 1.325 1.925 730850 1334 1950 739.645 1.342 1,975 748.688 1351 2000 757]31 v3.59 2825 766585 1.368 2OW 775422 1376 2675 783970 1385 2.100 792.322 1393 2,125 800464 1401 2.150 NO W6 1409 2175 018874 1418 2,200 823.514 1428 2,225 830,692 1434 2.250 837,588 1442 2,275 844185 1400 2300 850458 1458 2.325 855.383 1488 2.350 WON 1 473 2,375 067069 1401 2400 871718 1400 2A 5 875,849 1.497 2450 079355 1504 2475 882,077 1512 210 881573 1,520 Existing Auto Mallo �e.»°. 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Oma OBJ DMD DmJI ORN Om OW3 8Y9 ocm J356 OW] D® DO.JD OmIJ OM9 OWY oW 40 r6 pp 0WD 0. -�. ¢f9 00.N Dm oW ? l� 0OT 32A ORO OW]l 0W9 �ID°: D� 0ww yo o� 3Y0 3lm ]3m Om] oW pWT ° 1'N ORO Existing Ruddell Auto Mall Hydrograph 5.0000 - 4.5000 4.0000 pipe flow to Swale overflow total flow 3.5000 3.0000 '2 2.5000 0 2.0000 LL 1.5000 1.0000 (� I I _ 0.5000 0.0000 6o p6 66 ^ryo ^66 ry6o typo y66 �ry6 X66 p6o 616 660 600 6p6 666 cryo X60 600 6po �6 9ryo e6o^oo0^0°0^opo^^ryo^^6o^ryoo^ryao^ry°o^cryo^�6o^go ^aao^�0o^cryo o bP p66 -0.5000 Time(min.) Santa Barbara Urban Hydrogfaph SCS Type IA rainfall distribution Existing Auto all Pm aretl b 4 easons ngineering Ia lam oils, ype C Date: Jam a4.4.2008 Rainfall Amounts(ernes) 2yr 24 hr. 25yr 24 hr. 2 00 3.50 Developetl Condillon eel ow ravel ime Ns 0.011 L(ft.) MOW slope(%) 2yr-24hr Travel Time= harmkc L(ft.)slope(%) Travel Time= Total Basin Area 75 Gross Area(acres)= 5.00 %impervious= Pervious Impervious Area(acres) 1. Areahcres) 3.7 98 CN= 86 CN= ,2 S= 1.6 S= 020 Time of Concentration= 3.04 minutes 4Length ;F[Ow ;7cf Outlet orifice 1 cesi nvol. elev. Design Vol aof Office diameter safety 0 feel Factor w.n. ft. at office orificesBize(in) 2 5 17% 0.00 0 1 2.0 Ov,ffl"to new storm system Qmas Qmax(cfs)= 4.35 cfs New Sales ffice-Controlled Runoff Rainfall Amounts(inches) 2yr 24 hrc 25yr 24 hr. 200 3,50 Developed andilion Sheet Flow TraveI Time Ns 0011 L(ft.) 00 slope(%) 5 2yr-24hr .00 Travel Time= f Total Basin Area ross Area(acres)= 0.500 impervious= 1 W Pervious Impervious Area(aues) 0.0 Area(acres) 0.500 CN= 86 CN= e 5= 1.63 5= 0.20 Time of Concentration= 2.51 minutes New sales office-controlled Flow Total Combined Flow to Storm Sower max(cfs)= 0.51 cmQmax(cfs)= 4.85 cfs Outlet Pipe Design PipeSize R Slope A n O max in. ft. % sq.ft. cis 8 0.167 16.1 0.3491 0.013 4,86 Pipe Size R Slope A n O max in. ft. % s9_ft. ds 12 0.250 1,85 0.7854 0.013 486 Summa : Use 12"pipe with a minimum slope of 1.85% 1259 Sta9"1ora9e-0kcner9e TaUO Oi,. SWa. ascnar9e 0000 0 No 0.009 0025 1.2. 0017 0050 3514 0024 0ID5 6436 0029 9.100 9.879 0034 0.125 137" 0038 0,150 18037 0.041 0175 22.658 0045 0200 27,595 0040 0n5 32824 0051 0250 38.321 0053 0 275 41068 0 058 0300 50.049 Dose 0 325 58249 0 C61 0,350 62655 0503 0375 68258 0.065 0400 76,043 DOW 0,425 93002 0070 0450 90.126 0072 0475 97408 oma 0500 104835 0076 0525 112404 0077 0550 120107 0079 0,575 122930 0001 0,600 135896 0,083 0 625 1430N 0094 0850 152.122 0086 0.675 160397 DOW 0700 168760 0089 0725 177,232 0091 0 750 185 783 0.092 0775 194415 0094 0800 203425 0,096 0825 211.907 0097 9850 220.758 0098 0875 228 NO 0,100 0900 238.641 0101 0925 242688 0.103 0,950 258.745 0.104 0,975 265866 0.105 1.000 275011 0107 1025 204238 0108 1,050 293477 O.W9 1075 302745 0,111 1100 312.041 0.112 1.125 321.359 0113 1,150 330695 0.115 1.175 340047 0.116 1200 349.410 0117 1225 358,781 0118 1.250 368155 0119 1,275 377530 0.121 1300 308.900 0,122 1.325 3%5 0.123 1.350 405615 0.124 1375 414 952 0,125 1400 424,270 0126 1,425 433585 0.127 1,450 442634 0129 1475 452,073 0,130 1,500 461277 0.131 1.525 470 442 0132 1 550 479 586 0.133 1575 488,643 0134 1.600 497670 0135 1625 506642 01M 1650 515555 0137 1,675 524404 0.139 1,700 533186 0.139 1,725 541898 0.140 1750 550528 0141 1.775 559079 0142 1850 557.542 0,143 1825 95 914 al. 1850 584.189 0.145 t 875 592 361 0.146 1.900 800.425 0147 1,925 508.375 0140 1950 616 204 0.149 1975 623,907 0150 2000 631476 0.151 2025 638904 0152 2050 646185 0.153 2.075 653309 0154 2100 680260 0.155 2.125 662053 0156 2150 673655 0,157 2,175 680062 0.158 2200 6W 262 0158 2225 892243 0159 2.250 692980 0160 2275 703487 0.161 2 300 798,715 0162 2325 713653 0.163 2350 718274 0.164 2375 T12.547 0165 2400 726.432 0.185 2425 729874 0188 2 450 732797 0.187 2475 735085 0.160 2500 736.311 0169 Existing Auto Mail Iii c owrce o a= w. 0001 00omm °oaw 00;4 amm iaa owre owao 0.014 omo 5s.f 0. eell w7 e= eeeee e el, e. well ® ® e35W .W,) OWJJ o i10 Dow Dow weW aov o3eW M.. 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Gom 5�°Wj0 m] 3A]G Goo ?. Om] 32S 0010 oWCO oGmG OGom 510 0UO 3m] ?mo om3 J..d em OGom i® DOY3 Pm'4 Om 0 em lmo om j5p0 z Goo o® JxY D000D Powwo W Ruddell Auto Mall Hydrograph 6.0000 5.0000 —swale flow Amax flow through new storm system flow from exstg automall 4.0000 3.0000 u n 3 0 2.0000 1.0000 0.0000 o tp 90 �ry0 ^00 ry�0 rybo ry0o ryryo X60 Rpo bb0 boo �ry0 y6� 60� �� 6�0.��l0 16� �O� � ��o cryo ° ,�p��.�o��,�o��r�'� .� � �.�Lbo�. N"b�ON`SfOONb,o�.D�o^d0o^cryo^�60 -1.0000 Time(min.) <�- /5 ,rte J zr� Qh12 �(T' I�S = L 25 ce (1 Z � M i co i CSS N �+ tA,0 C83 45 Z lV c W e- Gp�Z U r--UDDF-LL-- - E f D P-40LI( (7 F+b LtN,P e J J � 1/23/2007 Trenia Funston - Ruddell's Auto MallPage 1 From: Trenia Funston To: contact@lindarch.com Subject: Ruddell's Auto Mall Bill, here's rough overview regarding the proposed location for Ruddell's new proposal. A 6'wide side walk would be required along both 1st Street and Penn Street. This would be placed directly behind the curb. Installation of wheel chair ramp @ Penn Street and at south property on Penn Street in the area of the driveway/alley? Construct driveway to City standards. Maximum opening for driveway is 30'. The City would prefer that there not be a driveway opening on the Penn Street side of the project. Due to the high volume of traffic at the Penn Street / 1st Street intersection this may be a traffic concern to the state. Golf Course entrance and exit would be our preferred choice. Jim Mahlum, our traffic engineer has recommended having someone contact WSDOT. The contact name is Dale Severson (360 )357-2736 WSDOT Developer Review Olympic Region 5720 Capitol Blvd, Tumwater, 98501 P.O. Box 47440, Olympia, WA 98504 Construction/placement of a retaining wall within the City's right of way along the 1st Street frontage would not be permitted. The access to the existing utilities along this corridor would be impacted. The existing storm drainage along the eastern portion of the dog leg entrance adjacent to Wendy's will need to be addressed. If you have questions, feel free to contact me. Trenia CC: Gary Kenworthy; Jim Mahlum; Roger Vess m 5/23/2008 Trenia Funston - RE: Ruddell's Paae 1 From: Trenia Funston To: John Partch Subject: RE: Ruddell's Thanks John, I'll have Roger look into it on Tuesday. ;Need to make sure everyone is working off the same page, in this case plans. Anyway I appreciate your response. Trenia >>> "John Partch" <partch fourse(a)olvpen.com> 5/23/2008 8:13 AM >>> Trenia, No, we haven't changed the plans. I know once we were out there and one of the workers on site had an outdated plan from before the approval and I believe Jay took him a couple of copies of our original of the approved plan, without the signature. Unfortunately, I couldn't tell you what they've done with the official approved copy. John E. Partch, P.E. 4 Seasons Engineering, Inc. 360-452-3023 -----Original Message----- From: Trenia Funston [mailto:Tfunston(a)cityofpa.usl Sent: Thursday, May 22, 2008 1:46 PM To: John Partch Cc: Roger Vess Subject: Ruddell's John, Have there been any changes to the Ruddell's site since the plan was approved on 2/14/08? Roger Vess was out there this morning and it appears they have many different plans none of which are showing an approval signature. I have the one small copy of the change showing the sidewalk east of the east dwy. Trenia 05/14/2014 10: 16 FAX �001/0p1 RECEIVED - 0%MAY 14, 20% ��� Il,�r.,,����� � CITY OF PORT ANGFLES PERMIT APPLICATION Building Division/Electrical inspections 8r� � 321 East Fifth Street—P.O. Box 11501 Port Angeles Washington, 98362 11h: (360) 417-4735 Fax: (360) 41.7-4711 Date;�I - tMufti-Faml[y or Commercial Plan Review a Req red, P a Co I to Electric I Plan Review Information Sheet Job Address:�,.....�.�� ��-t^Gp '� — Bwlding Square Foota _ Descriplion of above -_. s 4Z Owner Information �J (1�� Contract Information Name; �•� PTV !JJ_RL " Nama; 6 LF:G Meill Addy 5 R'siling dd '1 City' Slate'h Zip: City; tats;' zip;Z6 7VT Phon ; f-" .� 2,-Fax: phone Fax- Lice nse xp _ License 91 Exp. Item Unit Charge Mr Total (Qty MulUdied_y Unit Ch_ [g_e1 Service/Feeder 200 Amp S 132 00 ServicelFesder 201.400 Amp. 5160.00 $ Service/Feeder 401.60DAmp $225.00 $ ServicelFeoder 601-1000 Amp. $288.00 ServicelFeeder over 1000 Amp. $410.00 Branch Circuli Wl Service Feeder $ 5.00 $� Branch Circuit VVlO Service Feeder S 74 00 $ Each Additional Branch Circuit $ 5.00 S Branch Circuits 1.4 $ 85.00 $ Temp,Servicel Feeder 200 Amp. $102.00 5— Tem p, Temp,ServicelFeeder 201.400 Amp 3 12100 $ Temp,ServicelFeeder 401-600 Amp $164.00 $ Temp.Service/Feeder 501.1000 Amp. $185.00 Portal to Ponai Hourly 5 96,00 S SignlOuthna Lighling S 88.00 $ Signal Circuit/Limded 5nergy-Multi•Family $ $4.00 _ $ Signal Circwll Limiled Energy/First 1500 sf--Commercial $ 96,00 S Nots. $5 00 fqr each additional 1540 sf Renewable Electrical Energy-SKVA System or Less $113.00 5 -60 Thermmlat 3 56.00 S Note $5.00 for each additional T-Stat c) $8z �]�_�otaI Owner as defined by RM19,28 261 (1)Owner will occupy the structure for two years after this electrlcal 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, am making the el£Clrioal installation or alteralion in compliance with the electrical laws,N.E.C,, RCW,Chaplet 19,28,WAC Chapter 296-46B,The Clty of Part Angeles M lctpal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signatur of owner electric c ntraetor or ectric I administrator: ❑ cash ❑ Chock =4 ►1� r Crodlt Card# fibpn� w " 1 X _ G- Dated: 01101r2012 ELECTRICAL PERMIT , CITY OF PORT ANGELES a 360-417-4735 Application Number . . . , 1k-00000564 Date 5/15/14 Application pin number . , , 577404 Property Address . . . . , 1714 E IST ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 0.6-30-00-1-0-1345-000D- Application type de,soriptiDn ELECTRICAL ONLY on your excise fax farm subdivision Name to the City of Port Angeles Property Use Property Zoning . , . . . . , COMMERCIAL ARTERIAL (Location Cede 0502) Application valuation 0 Application desc Buck boost transformer and lighting ----------------------------------------------------------------------------- Owner Contractor RUDDELL PROP MGMT RPM 2 LLC SHAMP ELECTRICAL CONTRACTING 110 GOLF COURSE RD, PO BON 383 PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452-1689 ----------------------------------------------------------------------------- °•r Permit . . . , , . ELECTRICAL ALTER COMMERCIAL Additional desc . Permit Fee 167,00 Plan Check Fee ,00 IFSue Date . . . 5/15/14 Valuation , , . , 0 Expiration Date 11/11/14 Qty - Unit Charge Per Extension 7.00 5,0000 ECH EL-BRANCH CTRCUIT W/FEEDER 35,00 1,00 132,0000 ECH EL-COM 0-2C0 SRV FEEDER 132.00 TT2^`Fee summary Charged Paid Credited Due ----- - ------ ----------- ---------- ---------- -_----___- Permit Fee Total 167.00 167.00 .00 .00 Plan Check Total D0 ,00 DO .00 Grand Total 167,00 167.00 ,00 .04 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH-IN FINAL COMMENTS: PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:IEXCHANGBIBUILDING k 4., ti ELECTRICAL PERMIT CITY OF PORT ANGELES 360417-4735 35 Application Number .- 18-00001019 Date 7/17/18 Application pin number . . . 425269 Property Address . 1714 E IST ST REPORT STATE SALES ASSESSOR PARCEL NUMBER: 06-30-90-1-0-1305-0000 olIOU/ eXGISe talc f{N"t?7 Application type description ELECTRICAL ONLY y Subdivision Name . . . . to the City of Poli Ang&lDS Property Use (Location Code OW2) Property Zoning. . . . . . COMMERCIAL ARTERIAL Application valuation . . 0 ---------------------------------------------------------------------------- Application desc Heat pump ---------------------------------------------------------------------------- Owner Contractor RUDDELL PROP MGMT RPM 2 LLC ALL WEATHER HTG &, COOLING INC 110 GOLF COURSE RD. 302 KEMP ST PORT ANGELES WA 98362 PORT 'ANGELES WA 98362 (360) 452-9813 ---------------------------------------------------------------------------- Permit . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . Permit Fes . . . . 56.00 Plan Check Fee .00 Ih Issue Date 7/17/18 Valuation 0 f Expiration_Date 1/13/19 Qty Unit Charge Per Extension ; 1.00 56.0000 BCH EL-LVT-THERMOSTAT 55.09 ------ -------- - Fee summary Charged Paid Credited Due ------------- - - Permit Fee Total 56.00 56.00 .00 .00 Plan Check Total 00 .00 .00 .00 Grand Total 56:00 56.00 .00 .00 i INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH-IN FINAL PERMIT WILL w W(i)_i4oN FRAM LAST wspwrm Sipaww of owner or SeadW Contractor X . Q0 .PORT 4..� t RE 4 VED CITY OF PORT ANGELES PERMIT APPLICATION C /� Building Division/Electrical Inspections 61 321 East Fifth Street—P.O.Box 1150/Port Angeles Washington,98362 Ph:(360)417-4735 Fax: (360)417-4711 €' Z�IfR"jl Date: 7/5/18 x Multi-Family or Commercial* *Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: 1714 East First Street Building Square Footage: Description of above Like for like heat pump replacement Owner Information Contractor Information Name: Ruddell Auto Mall-Cheverolet Name: All Weather Heating&Cooling.Inc. Mailing Address: PO Box 370 Mailing Address: 302 Kemp Street City:Port Angeles State: L1(A _Zip: 98362 City: Port Angeles State: WA Zip: 98362 Phone:360-452-6822 Fax: Phone: 452-9813 Fax: 452-5177 License#/Exp. License#/Exp.ALLWEWH934MU 9/18 Item Unit Charge QtY Total(Qty Multiplied by Unit Chance) Service/Feeder 200 Amp. $132.00 $ Service/Feeder 201-400 Amp. $160.00 $ Service/Feeder 401-600 Amp $225.00 $ Service/Feeder 601-1000 Amp. $288.00 $ Service/Feeder over 1000 Amp. $410.00 $ Branch Circuit W/Service Feeder $ 5.00 $ Branch Circuit W/O Service Feeder $ 74.00 $ Each Additional Branch Circuit $ 5.00 $ Branch Circuits 1-4 $ 86.00 $ Temp.Service/Feeder 200 Amp. $102.00 $ Temp.Service/Feeder 201-400 Amp. $121.00 $ Temp.Service/Feeder 401-600 Amp. $164.00 $ Temp.Service/Feeder 601-1000 Amp. $185.00 $ Portal to Portal Hourly $ 96.00 $ Sign/Outline Lighting $ 88.00 $ Signal Circuit/Limited Energy—Multi-Family $ 64.00 $ Signal Circuit/Limited Energy/First 1500 sf—Commercial $ 96.00 $ Note: $5.00 for each additional 1500 sf Renewable Electrical Energy-5KVA System or Less $113.00 $ Thermostat $ 56.00 1 $ 56.00 Note:$5.00 for each additional T-Stat $ 56.00 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.C.,RCW.Chapter 19.28,WAC.Chapter 296466,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 ❑ Check ❑ Credit Card# x /�QBUJ�Ti Dated: 715118 0110112012