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Home My WebLink About606 Milwaukee Dr - BuildingApplication Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Clear replant vegetation in R/W RUP #09 03 Owner HALBERG SHWAN 1316 WEST 5TH STREET PORT ANGELES WA 98363 (360) 461 4379 Permit RIGHT OF WAY Additional desc CLEAR &REPLANT VEGETAION IN R/W Permit pin number 141556 Permit Fee 75 00 Issue Date 2/19/09 Expiration Date 8/18/09 Qty Unit Charge Per Fee summary Charged Permit Fee Total 75 00 Plan Check Total 00 Grand Total 75 00 Signature of Contractor or Authorized Agent T \Policies \1 102 15 10/08] 09 00000141 610081 606 MILWAUKEE DR 06 30 00 1 0 3910 0000 PUBLIC WORKS UTILITES RS9 RESDNTL SINGLE FAMILY 0 BASE FEE CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES WA 98362 Contractor OWNER Plan Check Fee Valuation Paid Credited 75 00 00 00 00 75 00 00 Date 2/19/09 Due 00 00 00 00 0 Extension 75 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Signature of Owner (ifpwner is builder) Date v Q CALL 417 -4831 FOR UTILITY INSPECTIONS PLEASE PRO\ IDE A MINIMUM 24 HOUR NOTICE IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION s PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION I SANITARY I STORM SITE DRAINAGE CONSTRUCTION R W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T \Policies \1102 15 [10 /08] RESIDENTIAL PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I I BUILDING DATE ACCEPTED 1 ES 1 NO NAME OF APPLICANT liRaer 0l MAILING ADDRESS 606 4/ /wAGtkee PHONE NUMBER 364 L td t 4 13 79 STREET ADDRESS OF PROPOSED STREET USE DESCRIPTION OF REQUEST (include drawings required for clarity)• [If street closure is requested please state the name of the street and limits of closure, together with the duration of closure.] i Re.,01cte -g- 8/c1Cki erf'y -C)/ art e-f`r y c trde6ery W i 74� Awo.r-af cr„c/ al.'Ae s rt u,C,r,r, veg ems �t;o-...nore skv /h1e relic. St fie. IS THE USE TEMPORARY OR PERMANENT? ,/e./v(Avr?a�v this form use Richt of Wav Permit application form) �7l HOW LONG WILL THE OBSTRUCTION BE IN PLACE? 4r/ WHAT ARE THE HOURS OF PIRATION? IIAi'i EIS HOW IT WILL BE LIGHTED? Sun EXPLAIN THE NECESSITY TO USE THE PUBLIC STREET SIDEWALK OR PLANTING STRIP ARE THERE ALTERN TE A EA�S THAT COULD BE US D'? The S r it.S „v� Got -e ij 01 10/ SO ..S O Ve✓ L/ 1 iv' n Ve.S i t e- 4010474 IAA! k0 .41,..7-e .41 .41,..7-e ivra7 g•/'&3' cfc, cre.n? 4 r7� HOLD HARMLESS and INDEMNIFICATION AGREEMENT In compliance with the Port Angeles Municipal Code, and in consideration of the issuance by the City of Port Angeles of a Right Of Way Use Permit to the undersigned allowing the placement of the above described street use or obstruction, the undersigned for himself and for his successors in interest, hereby agrees to indemnify hold harmless, and defend the City of Port Angeles against any claims or lawsuits for personal injury or property damage arising out of, or in any way connected with, the placement of the use or obstruction on the City street, sidewalk, planting strip, or right( way A..4%. ‘0,1)11111111/� r DATED this S day of Fe.b 20 U ()le ��ry -P ti a q 4J.. r f t `eLIG p t. TVOTARY PU IC for shingto residing at i "0 N..,..-_, ��i OA, y G� r ermit, if a roved, ma be terminated b the C ity of Port Angeles without cause and e Y'G,ly S 1'4 P PP may by Y J 1 1f11 1111n111 0 r1.% Date application received ca 6-0? Fee paid 73 Receipt Date Certificate of Insurance per PAMC 11 12.140(B) received Agreement to Remove Encroachment signed and on and recorded on Application revi is to Applicatio d and recommendation by City Engineer Date •V 1/41 and with the following conditions. Su 4 L Ce7'A CI.t.4t ar-c over approve ed by the Director of Public Wor Approved copies to. H polcar t 0 Fire 0 Police 0 Street 0 Other N: Urban Services SlandardslCh112008 ROW Use Permit.doc, March 19, 20C3 RIGHT OF WAY USE PERMIT APPLICATION [OFFICE USE ONLY] DATE D -S w4 c?f 3 6+ S? A01/1/ wes a7 S,1 N/A Te Sof 444 fif answer is PERMANENT. do not use Z Date 5 V 0 Address fife 0 RZTP cgs (23 Right of Way Use Conditions (RW -Use 09 -03) Work within the 6` Street right of way shall be limited to the removal of the Himalayan blackberry bushes, allowing for regrowth of salmon berry elderberry salal and sword ferns. No planting of non native materials shall be allowed in the area. Removal of non native plantmg may be removed without a permit. *If the applicant is considering establishing pathways within the ROW the pathway shall be limited to no more than a 4' width and is to occupy only a minimum amount of the area. Pathway surface material would be lmnted to the use of wood chips. Any pathways that may be established within the ROW must remain open to the public. No earth disturbing work (no bare soil) within 50 feet of the top of the bluff shall be allowed under any circumstance. Light pruning to enhance views is limited to no more than 1/3 of any live plant's crown. Any dead or down wood is to be redistributed evenly over the site. T•\Policies \1102.15R [1/051 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Owner HALBERG SEAN 606 MILWAUKEE DR PORT ANGELES (360) 461 4379 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total WA 98363 RIGHT OF WAY INSTALL SIDEWALK 85860 00 8/31/06 2/27/07 CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 06 00000961 690040 606 MILWAUKEE DR 06 30 00 1 0 -3910 0000 PUBLIC WORKS UTILITES RS9 RESDNTL SINGLE FAMILY 0 Contractor MORRISON EXCAVATING INC P 0 BOX 3051 PORT ANGELES (360) 452 7179 DRIVE WAY Plan Check Fee Valuation Charged Paid Credited 00 00 00 00 00 00 00 00 00 Date 8/31/06 WA 98362 Due 00 00 00 00 0 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. 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 goveming 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 CALL 417 -4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION RW PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 T•\Policies \1102.15R 1/05] RESIDENTIAL PERMIT INSPECTION RECORD 1 1 I 1 Y I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 YES 1 NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO 1 1 1 1 I 1 1 1 CONSTRUCTION RW PW ENGINEERING 1 FIRE DEPT 1 PLANNING DEPT BUILDING 1 1 1 1 1 1 1 I I 1 I ; ELECTRICAL PERMIT APPLICATION FOR OFF!C1AL USE ONLY D31e/Rec: Permit ~, Date Approved Dalelssued . , The Electrical Permit Application must be filled out completelv. Please type or reprint in ink. If you have any questions, please call (360) 417-4735 Ot'(- ~ ~S' Fax number: (360) 417-4711 Owner or Elec. Contractor Agent DA-v [,<;' e1-I.--~ Phonet~-.:?8~x: C\';'\~ ~l~ Address ro D (p M) 1,.1,() fA-<"'1ltz~./ 'DR. Electrical contractor~ ~~ r~LtC\ R- Address: "cf>-3 ill__\, ';3"""- "'_ Property Owner: Phone: City: rtf. . zip'i~lb'~ Phomfi!?-flIN:V"" ZiP'1~??t/ INSTAllATiON WIRED BY: DOWNER / Credit Card Holder Name: Billing Address: City: Zip: Credit Card Number: Exp. Date: VISA.__ MC: PROJECT ADDRESS: ,~ ~ttJ"'M..It"€. Oil. TYPE OF WORK: . Check !ill that apply: 0 New o Alteration/Addition o Residential 0 Multi-family o Commercial 0 Mobile Home Sq. Ft o Remote Meter 0 Detached garage 0 Hot Tub 0 Swim Pool 0 Septic Pump o Low Voltage 0 Telecom. 0 Sign Number of Circuits added or altered: I DESCRIPTION OF THE ELECTRICAL PROJECT: /lJlI{p ~ (bill p~ Electrical Heat Load Additions and or Subtractions Service Information W 6 '18x?4 -pelO ~ o.j:::-- o ~rhead Service Ip'f~mp Service ~nderground Service 4~ tfIZ'f~f Voltage: 1.?S1./ Phase: .6 1 0 3 Service Size: (j;.f9 ~ Feeder Size: o Baseboard o Furnace o Heat Pump o Fan-Wall _KW KW TON_ LRA KW I hereby certify that I have read and examined this application and know that same to be true and correct, and / am authorized to apply for this permit. / understand it is not the City's legal responsibility to determine what permits are required; it remains the applicants responsibility to de]ermine what permits are required and to obtain such. Credit Card Holder's Signature: ~.,*\ ~~ Date: Owner or Elec. Cont. Signature: Date: 8~:U -0 4' 7fj)LPE,4;J~ PERMIT FEE: $ 1;2 11;;1 0 / ~ C:., 2. tJ o Electrical Contractor 0 Owner ELECTRICAL WORK PERMIT APPLICATION . \ o Request Inspection ,. ,. o Annual Permit 0 Alarm 0 Carnival 0 Commercial .~sidential 0 Residential Maint. 0 Signs 0 Thermostat 0 Telecom. Job wired by o Electrical Contractor 0 Owner License number V\.U\ rchaser's mailing address .t-\5 -3 IN' I r, City S E(jJt/n1/1 Telephone number ~ 1'--111'- 15 ~IM- f' r- ;r1tJW;ft.{ k' eE j).elt/~ ~ pre~.nwner's name vi ~11 AI Address of inspection (/706 City f J ./ , I hereby certify that I am the owner of the above named property or a licensed electrical contractor (or the firm's authorized agent) and am making the electrical installation or alteration in compliance with the electrical law, Chapter 19.28 RCW. Signature of owner, electrical contractor or electrical administrator x~~ WALLS Insulation Only CEIllNG Insulation Only I ~Date Approved By . Cover Azo Ie Approved By ~" . Cover . '" Do Approved By ~ Approved By Electrical Load Additions and or subtractions o NO LOAD CHANGES o Baseboard KW .er Furnace fQ KW o Heat Pump Ton LAR o Fan-Wall KW Installation description ~rY~lI_ ~fr"JJI~ r (" /cJ "I/,tXI - I-u IR .J /- /5~/ !/ilFIJJI5/...~,1 .41{'i'PUAlUII'- , o Cash 0 Check # o Credit Card Card # Visa Mastercard Discover Expiration Date of card THERMOSTAT SERVICE Pt/.~ kD D Approved By Date Approved By DITCH FEEDER Approved By Date Service Information Voltage PhaseD 1 03 Service Size: Feeder Size: o Overhead Service o Temp Service o Underground Service Inspection Date Area, Building or Equipment Inspected /!cO / I //4//JS Action Taken Electrical Inspector L- - O~~ ,# 4-..0 ADDRESS 0 to IElIEC11R~CAl ~NSPIEC1~ON W~lR~INlG RlIE!PlO~lr 417-4735 PERMIT' -I-:57Q ~C- /YJ I U- tA/~ LJ/Z APPROVED NOT APPROVED D ................... DITCH ................... D D .............. ROUGH IN/COVER..............;)(t D .................. SERVICE .................. D D .................... FINAL. . . . . . . . . . . . . . . . . . .. D (j) CORRECTIONS NEEDED: ".:j;nPIc.L:; //V Klrc#>t~ Aps....d c%J O~~N I3Fn -----~"..'-, . ~.?-.. r-i'd;:~ 4>~ O~r~--O/L ~,bUJJU) ~ t::J~ . - n"f) m .~K~ z;- ..$r) ~ ,,. O~.:.. NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS OLYMPIC PAINTERS, INC. (360)452.1381 - DO NOT REMOVE - CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name property Use property zoning . . . Application valuation 04-00000370 Date .938690 606 MILWAUKEE DR 06_30_00_1_0_3910-0000- RES NEW SFR RS9 RESDNTL SINGLE FAMILY 111612 Contractor Owner 6/16/04 ------------------------ CLIFF SMITH CONSTRUCTION 3249 REGENT ST. PORT ANGELES (360) 457-6950 NEW 2198 SF SFR TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS ------------------------ HALBERG, SHWAN 1316 WEST 5TH STREET PORT ANGELES (360) 461-4379 Structure Information Construction Type Occupancy Type Other struct info WA 98363 WA 98362 5.60 V-N 2.00 1. 00 24350.00 1367.50 1367.50 1. 00 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc Permit Fee 79.40 plan Check Fee .00 Issue Date 6/16/04 Valuation 0 Expiration Date 12/13/04 Qty Unit Charge Per Extension BASE FEE 47.00 3.00 7.2500 ECH ME-VENT FAN 21.75 1. 00 10.6500 ECH ME-GAS PIPE 1 TO 5 10.65 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc permit Fee 111.00 Plan Check Fee .00 Issue Date 6/16/04 Valuation 0 Expiration Date 12/13/04 Qty Unit Charge Per Extension BASE FEE 47.00 5.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 35.00 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 ---------------------------------------------------------------------------- Permit BUILDING PERMIT -RESIDENTIAL Additional desc Permit Fee 1084.45 Plan Check Fee 433.78 Issue Date 6/16/04 valuation 111612 Expiration Date 12/13/04 Qty unit Charge Per Extension ~ '1.~~ . y;^' ~ 0- tt\~ S:? ~ . - .' $f p f r:. ~ ~HI\ fi(,\~O"'-P \ ({Ztcl (JI" .h'~,--:- I. ~O'" ~ i ,.. Jl..,L 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. ~ r;-/~-(; Y Date T:\PLANNING\FORMS\1102.15 [11/1412003] Signature of Owner (if owner is builder) Date BUILDING PERlvIIT INSPECTiON RECORD PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND A CCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS A T JOB SITE. CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 4]7-4735 FOR ELECTRICAL INSPECTIONS. INSPECTION TYPE DATE ACCEPTED COMMENTS YES ,,~ "V FOUNDATION: FOOTINGS WALLS FOUNDATION DRAlNAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DR YW ALL (INTERlOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING MECHANICAL HEAT PUMP GAS LINE WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engineering Division) SEP ARA TE PERMIT #'5: WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'5 SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRlCAL - LIGHT DEPT. 417-4735 ELECTRlCAL LIGHT DEPT CONSTRUCTION R.W./ PW/ CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-48]5 BUILDING T:\PLANNINGlFORMS\1102.15 [1]/1412003J CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Page 2 Application Number 04-00000370 Date 6/16/04 pin number .938690 Qty Unit Charge Per Extension BASE FEE 1017.25 12.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 67.20 ---------------------------------------------------------------------------- Special Notes and Comments 10' front setback approved by variance - 60' required from top of bank, other setbacks and lot coverage good for SF residence in RS-9 zone Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. A residential fire sprinkler system shall be installed per NFPA 13D will be required. 2nd option is to install an out side alarm bell that is eletronicly connected to the residence's smoke detectors. The alarm bell will be painted red in color and identified as "Fire alarm" Electrical load calculations and elctrical permits are required. Any modifications to the City's electrical facilities will be at the customer's expense. Sidewalk to City standards required for school walking route on North side of Milwaukee Dr.. Construct to City Standards. No concrete with exposed aggregate is allowed in the City road right of way. Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1274.85 1274.85 .00 .00 Plan Check Total 433.78 433.78 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 3483.13 3483.13 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\PLANNING\FORMS\1I02.15 [11/14/2003] BIJILDING PERlViIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS .c,,, I'V FOUNDATION: o rej well 10-2.'-05 fl- -p J J.J- FOOTINGS 'FIrq-oi-f ,.I. L ~ WALLS ~ - i 6 -0,", ,-\ . )... FOUNDA TION DRAINAGEIDOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN I PLUMBING UNDER FLOOR / SLAB i I-~a-c-l j. I ROUGH-IN ilJ... -/~7-()'1 1 .1-,. Fi .u-A-\... 2/t~/dy, WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS li -11- O.51~ J,L CEILING I' I FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS '1_ i,,, -()H tJ WALLS / ROOF / CEILING I J - I) -0 Y ~l, ).., DR YW ALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB II-ri.-I- OJ.!- .I 1-, WALL / FLOOR / CEILING II a''1'UI- -I) t..j ,j. L 11J5'/',. L,.,-rl / ~ I~ - oS .J. k MECHANICAL HEAT PUMP GAS LINE r1 rlot-C ... L Izfl~ 4W WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engineering Division) SEP ARA TE PERMIT #'s: WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEP ARA TE PERMIT #'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 1-'/IIf)r IJw 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 ,,,-- '06 ....:::rw.- BUILDING ~ \'\ ~~ ~i ~~ ~ T:\PLANNING\FORMS\l 102.15 [I 1I1412003J .(; ""-- ~<:~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 CLIFF SMITH CONSTRUCTION 3249 REGENT ST. PORT ANGELES (360) 457-6950 NEW 2198 SF SFR TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 04-00000370 Date .938690 606 MILWAUKEE DR 06-30-00-1-0-3910-0000- RES NEW SFR RS9 RESDNTL SINGLE FAMILY 111612 Owner Contractor ------------------------ HALBERG, SHWAN 1316 WEST 5TH STREET PORT ANGELES (360) 461-4379 Structure Information Construction Type Occupancy Type Other struct info WA 98363 12/20/04 WA 98362 5.60 V-N 2.00 1. 00 24350.00 1367.50 1367.50 1. 00 Permit Additional desc Permit Fee Issue Date Expiration Date MECHANICAL PERMIT ---------------------------------------------------------------------------- Qty Unit Charge Per Extension BASE FEE 47.00 1. 00 14.7000 ECH ME- INSTALL 100- FAU 14.70 3.00 7.2500 ECH ME-VENT FAN 21.75 1. 00 10.6500 ECH ME-GAS PIPE 1 TO 5 10.65 94.10 Plan Check Fee 6/16/04 Valuation 5/30/05 . .00 iti tJ) (,;7 '1 { O;!- ~ \J <s-' -;{ ~ ~ b~ ~ t ~ (l 0> ---------------------------------------------------------------------------- Special Notes and Comments 10' front setback approved by variance - 60' required from top of bank, other setbacks and lot coverage good for SF residence in RS-9 zone Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. A residential fire sprinkler system shall be installed per NFPA 13D will be required. 2nd option is to install an out side alarm bell that is eletronicly connected to the residence's smoke detectors. The alarm bell will be painted red in color and identified as "Fire alarml1 Electrical load calculations and elctrical permits are required. Any modifications to the City'S electrical facilities will be at the customer's expense. s:: )" Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work 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 violat~ cancel the provisions of any state or local law regulating construction or the performance of construct}6n. ~/ _ L / U!l-> ~~y --;.;( /ij~7 Signature of ContractOr or Authorized Agent / / Date Signature of Owner (if owner is builder) Date T:\PLANNING\FORMS\1102.15 [11/14/2003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGElDOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN I PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW I WATER AIR SEAL WALLS CEILING I I FRAMING JOISTS I GIRDERS SHEAR W ALUHOLD DOWNS WALLS 1 ROOF I CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB I WALL 1 FLOOR 1 CEILING T I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE 1 PELLET 1 CIllMNEY HOOD 1 DUCTS PW UTILITIES I SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKlNGILIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R. W.I PWI CONSTRUCTION - R. W. ENGINEERING 417-4807 PWI ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PLANNING\FORMS\1102.15 [11/1412003] :ti~~'''''T''''~ r~ '"-- ~,,~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUll..DING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . .. 04-00000370 pin number . . .938690 Page 2 Date 12/20/04 ---------------------------------------------------------------------------- Special Notes and Comments Sidewalk to City standards required for school walking route on North side of Milwaukee Dr.. Construct to City Standards. No concrete with exposed aggregate is allowed in the City road right of way. ---------------------------------------------------------------------------- Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 94.10 94.10 .00 .00 plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 1868.60 1868.60 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA. utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T:\PLANNING\FORMS\II02.15 [11/1412003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGEIDOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN I PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I I FRAMING JOISTS / GIRDERS SHEAR W ALUHOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL HEAT PUMP GAS LINE M€.-e~ h\lo.L^,",- ,/2.yO ~ :JL - WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKINGILIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE 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 T:\PLANNING\FORMS\1102.15 [11/1412003] DEC-16-2ee4 139:33 AM ALL WEATHER H/C Inc 3613 452 5177 p.e1 cs n.":I:~.=~:::~. ~pt .11.. tJpI or prtDt la IDk. Jryou ba.. aD)' q..dlU, pleae caU 417....15 .AppliClDl or AaODt:_AU_lL~\D~ V .tJ<<~.~ ": ~L~4 =: r:;;;;i::if,~ ();/il- City: ~/ AJgtle~ An:bi~ 1\1 I A Phone: CoDtnaIor. . LiceDII ##:./JI,LWt'HI' ~~lj Bxp: q /,/ {J!7 PboDe: t/?..2 '?1 'iII~ Ad4~ at"' ~YV(f J!V. it'';, City: Pm'! ~/t~ bJfl Zip: c:,o~tP:;' ., IJUMIa.:......:.~'<~((Ji~~O,i,/t PI)~4~k~.L~ ~z;;aid::J ZO~G:. ," "":.f 1&G~ONI Lot Block: SubdMIiaa: CL&-11.....COtnn'Y'ARC&L ~RI Credit Card Bolder Name. ......Md....; City: CnIIIt Cud.. E. nate: I'U~ W'~ USl ONLY: 01111..... - ~ ~.n~ .....t t: ,J-. -. ?, ".~ 0.10 AppIvvtd: DIIII.....: Phcmc: C{;/J" "/5;J . q ~I .3 Phone: itJrt Zip: 4 R~&r~ ~ Me TYPIOW-WOJUCa SlZlWALt1ATlONa o 1_4......1 aN.. Cautl'. a RHoo( a Wooclltovo !P. @S 181. - S a M\altl-tIJaily D AddltioD a Move 0 OInle SF..@ S ISP. · S C CoAf'~ C IlaDdol 0 DemoUtioD 0 Deck S,.;@'S' ISP. -S . c IlIpUr 0 Sip D TOTAL VALUAnON S lOt J4.-J.! flE 1aJU,.lCIIrTION OP'TID 'RODer: Fc) r Jf P ; I1t ~ {!..t'1 ~'CJ/' a~..h I law c;; ~ H P 1IJ<,.10 / I f~ J I L 1/ . . ' I , \A(:(. A~ :(.y -rS1J'f-r' CO~.QA.J.4l8lDENTIAL: O~IDC)' roup: Occuplll1 Load: COuWctioa'l>>l: No. of a..: _ Lot _: %Lo& Coveraae: % . BxiatiqLot CoVll'll': IICI. ft. + Prapoaed Lot Covenl": 'Iq. ft. .. TOTAL LOT COVERAOB: IIq.ft ~Gl1.om.Y: APPROVALS: PLAN N....' .BLDG.-..- D'''' I'ID ESAlWot1ad(l): D Yea 0 No IDA Ch-Irlitt reqWred? D y~ C No Other: O'fA'l!ll .. 1. ,.. ... ' . 'j. aVIUIIMGISIMft"dl'UeATlON:lRJBMln'ALt r."'~"~"""'._"'JIlIM--'" r~ ,.._".JI-r HtII-. Tho Bui1diai DlvllloD em provide you with more detailed iDformatiOD OD tbD application aad plaD Nbmlt1lJ requinlmata. Your complot.-d IppUeaUoa, lite pllD (for .ddit:ioDI) IDd bul1dia& CODItnaction p1lDa IrO to be IUbmlaed to the Buildiq DiviuOD. V ALlJATJOIlf'OI'CONITRUcn01'(:JII ... ...,..nI.... .lDenlllt _. be ..tIred by 1:ho appllcaD1. TbiI fipn will be IWiewed IDd may be reviled by 1bo BuilcUq Divilicm to comply with cum:at feo IcbodWea. Contact the Permit CoorctiDator It 417~15 for ...istmce. PLANIJIIICKJU: Your plID. c1IeCk fee is duo at the time the bWldiDg permit applkatiaD aad ooaatNCtlOll piau.. lubmitt.cd. AU ok permitflOl~ due lUbe time orpermlt MlDce. &XPIIl4.nON or'LAN UVIBW~ !tao permi1 illllued witbiD 180 daJl oftbe date of appUcation, tbiI..ppUcado...... up..... '!'be BuUdiDs Oftlclal CID extaDd !be time tbr ICtiOD by the applicaat up to 180 d.,. upoa writtcD n1quOll by the applicant (100 Soetioll 107.4 or tho UDifonn BuilcliDa Code, eurreDt ecUtioD). 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Z ~ tJ H , '03: , '-1>-3 Z 3:t>l >-3 , ~;:; 0 H , 'O'O[f) >-3 3: , g)g)[ij t>l;< t>l '-IH t>l , rnt>l - , [f) r<-J .. , ZZtJ >-3 H.. , Olt>lH r< ~ t>lo H , <: :Uo -J , t" r< .. , H >< 0 , t>l 0 , w w :u , "'''' r< , 00 >< r- , , , .... ,.. , "'Ul ~r , H-J , , , , ..'" , W'D ~ , -JUl , 'DO , , , , , , tJ'O , ;t>;t> , >-3Q , t>lt>l , , , , , H , '- , '" , .. , '- , 0 , "'''' ~RTANGELES J5)IE~~~\YllErm lfllr; -- . j !OJ NOV i 0 2005 CITY OF PORT ANGELES Cap!. of Communi! Develo men! WAS H I N G TON, U. S. A. PUBLIC WORKS 8: UTILITIES DEPARTMENT November 9, 2005 Mr. Sean Halberg 1507 East Beach Road Port Angeles, W A 98363 _ RE: Milwaukee Drive Improvements De~r Sean: Thank you for your letter of November 7, 2005 regarding the sidewalk improvements required for your new residence. We had met with you earlier regarding the extent of frontage improvements that would be required for your new residence. Normally they would have been required for the full extent of your frontage of approximately 414 feet. Due to the shape of the lot and the potential for a boundary adjustment with the property to the north and east the frontage improvement requirements were reduced to just beyond your proposed building with a no protest LID agreement for the remainder. With your present driveway location this reduced your frontage requirements by 174 feet to approximately 240 feet. Using your construction cost estimates ($31.30/L.F.) this reduction will save you $5,446 plus the cost of pavement widening for 174 feet. \1) \3 ()\ ~ The sidewalk improvements were clearly noted on your building permit. You could have appealed the requ.irements when the permit was issued, but the appeal period has passed. The street requirements are from the City's Urban Services for Street and Access Requirements (PAfy1C 18.08.0400, ordinance 2857 adopted 2/17/95) that states "Development that creates pedestrian traffic on any arterial streets and other streets identified in the City's transportation plan as school walking routes shall include pedestrian sidewalks." Milwaukee Drive is an arterial and the sidewalk improvements are required. In addition Milwaukee Drive is a part of the waterfront trail system. ........ & ~ ~ (b ~ .., Please call if you have questions. Sin rely. L- 6. Gary W. Ke orthy P.E. ~ Deputy Director of Public Works/City Engineer cc: Glenn Cutler, Jim Lierly, Trenia Funston N:\PWKS\ENGINEER\Building Correspondence\Halberg Milwaukee Sidewalk.doc 321 EAST FIFTH STREET · P. O. BOX 1 150 · PORT ANGELES, WA 98362-0217 PHONE: 360-417-4805 · FAX: 360-417-4542 · TTY: 360-417-4645 E-MAIL: publicworks@cityofpa.us .. ~ovember7,2006 Sean Halberg 1507 East Beach Rd Port Angeles, W A 98363 Gary Kenworthy City of Port Angeles 321 E. Sth St. Port Angeles, W A 98363 Dear Mr. Kenworthy: I am looking forward to moving in to my new residence at 606 Milwaukee Drive in Port Angeles. I understand through Treina Funston that along the western 23S feet or so of my frontage along Milwaukee Drive, I am now being asked to add a sidewalk in addition to the previous requirements of extending the pavement three to five feet north and installing a curb and gutter. I am interested in hearing the City's reasoning for this shift in thinking. I can think of three lines of reasoning: It is the rule, it is necessary for the future, and it establishes a precedent (i.e. if we let you do it, we have to let everybody do it). It is the rule. True. However, there are also provisions explicitly written into the rules that allow human reasoning to override the default application of the rules. If there ever was a case that should allow human reasoning to take effect, this is it. I would essentially be making a 200' island of sidewalk in an area where people don't even use the sidewalk that exists on the other side of the street. The sidewalk would run right over the water, phone, and cable connection points, as illustrated in the photos. (The orange rope in the picture is 46' 6" from the curb face on the south side of the street.) It would also require uprooting at least two cedar trees that appear to be in the 30 to SO year old range. To make the sidewalk useful by having it actually lead beyond my property, even bigger trees would have to be cut down, and extensive excavation would have to take place. The mailbox shown is at 624 Milwaukee Drive, just a few houses west. It is necessarv for the future. Unquestionably, there is extensive development in this area. So it is not all that farfetched to reason that although the sidewalk might seem ridiculous now, in the future it will be seen as good planning. I am not adamantly opposed to making my contribution to a useful sidewalk for the city. My opposition is to an orphaned strip of concrete with no connection point to the east or west. If a plan is established that will link this whole neighborhood, such as an LID agreement, I will be happy to contribute my fair share. At this time, however, it seems prudent to establish a clear vision of what Milwaukee Drive should look like, and then act accordingly. I have heard that the Olympic Discovery Trail will go through here, quite likely making a . nonnal sidewalk either inadequate or redundant. My fear is that my island of concrete remains an island of concrete for decades, and never serves any purpose. It establishes a precedent. "If we let you do it, we'd have to let everybody do it." In this case, I am the very last "everybody" on this side of the street. And I would be the only one that the city required to install a sidewalk. So the precedent has already been set, and that precedent does not require a sidewalk. I noticed also that even in the new area of development at the west end of Milwaukee Drive, it appears that there will only be a sidewalk on the outer edge of the street. So even for new construction, there is precedent for sidewalks on just one side of the street. As I mentioned previously, if an overall plan gets established that produces a meaningful sidewalk linking the Milwaukee Drive neighborhood to N Street and beyond, I will be happy to contribute my fair share. However, this contribution is quite substantial, and I do not want to waste my money fruitlessly. Primo Construction has quoted me a price of $ 14.50Ilin. ft. for the curb and gutter. That extends to $3,408 for 235 ft., and so far does not include the price for extending the pavement 3 to 5 feet to a 40 ft. overall width. The six foot sidewalk would cost $16.80Ilin. ft., which extends to $3,948. Together those sum to $7,356, and that does not include extending the pavement. I would guess that everything together would cost more than $10,000. Please do not make me spend this much money for a piecemeal contribution to an abstract concept. If we are going to have a sidewalk, let's have a useful sidewalk. If not, please don't make me create an ugly, useless island of concrete that never leads anywhere. 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Q H , "'Ul -.l , H-.l , , , 0 , ..'" 0 : W'D -.lUl , 'D 0 , , l0 , , 'I) , - , , , tJ'O c,r\ , ;t>;t> , >-3G) , t>lt>J ~ , , , , , 00 -tj , -..... , 0 , IJ1 , -..... 1 ~ 0 , "-.l fO ? :i :r 0 ,.... ~ Sr- - I 1 ~ r-- TJ () f- ~ --r-- "" I CJ 6 BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY: Date Rec.:4-Z'1-6L/ Permit # O'l:Jt{; Date Approved: .. Date Issued: Fill out COMPLETELY and in INK. Your application and site plan MUST B COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 Address: /3/C VI,;. 5 A .I ....) (.::- t -, , 7/ City: , .< - )' - ," \ ,/ ,~ Phone: 1./61- :- Phone: ., Zip: , v '-(' /0 Applicant or Agent: (:~ / J -( - / Owner: ,-I I! /1 t ,,.- ji ,/ I ,,_,,) f i I I I I Architect/Engineer: l /' II ,7 ,:) C ; .,' r Phone: State License #:(' /,..:':" L~C /)/0 '7:Exp: ' 'f . 1/- / '\........ -, Conh'actor '. ,-~ C/ Phone: !::,f;~ ~ :- 'j;)..';-:';' Address: ~ 7'9 l?rTC;-...' 11 ./ City: Zip: 606 /L1 ,'I ~ukJ)pJNING: C / ~; /' ,-, '-- PROJECT ADDRESS: LEGAL DESCRIPTION: Lot: r, / I. .....; Block: Subdivision: CLALLAMCOUNTYPARCELNUMBER: Cb~ bcc)Osq /00000 . / ! Credit Card Holder Name: \ Billing Address: Credit CardType VISA TYPE OF WORK: ~ Residential ~ New Constr. 0 Re-roof o Multi-family 0 Addition 0 Move o Commercial 0 Remodel 0 Demolition o Repair 0 Sign BRIEF DESCRIPTION OF THE PROJECT: '-, ....: \.. " /1 ; I, City: , r . ~J. /.' ""'" ..p' I"" . J ./7 MC # Exp. Date: -- SIZENALUATION:, . <:.0 o Stove r~1 / 0 q 9.. SF. @ $ k:b ~~ /SF. = $ <OS <1 L( 0 o Garage 'Be.<;e.~.Al c:ACf SF. @ $ I 8 U~.J /SF. = $ I 9 12 'l o~ o Deck l)t2.-C.t<J!k "2..5~:>SF. @ $ 12.0<:.1 /SF. = $ :3 054 co o Other ?~ TOTAL VALUATION $ I i j '--12 c J COMMERCIAL/RESIDENTIAL: Occupancy Group: No. of Stories: ~ Lot Size: 24 ~50; Existing Sq. Ft. Total lot coverage 5,~ Occupant Load: Construction Type: & Proposed Sq. Ft. r'S6'J,S- = TOTAL Sq. Ft. (36$. S- % ESA/Wetland(s): 0 Yes ~No SEPA eh Yes 0 0 Other: APPRO V ALS: PLAN: BLDG: DPWU: FIRE: OTHER: BillLDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with infonnation on the application and plan submittal requirements if you have questions. 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 cunent fee schedules. Contact the Pennit Coordinator at 41 7-4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the tin1e the building permit application and construction plans are submitted. All other pem1it fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: Ifno pem1it is issued within 180 days ofthe date of application, the application will expire. The Building Official can extend the tin1e for action by the applicant up to 180 days upon written request by the applicant (see Section 107.4 of the Ul1ifonn Building Code, cunent edition). No application can be extended more than once. I hereby cerlify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that I must obtain such permits prior to work. T:\FORMS\APPS\Bui Jdingpennit. wpd J / / Applicant_....c::." \. ..... // Date: . I -, .Q. ~ () (1) OJ [] ~ [] [] [] D '3' ~_" ...:-=..l -- . en C '.' ~WE -:t" u:J g- , w8 ,~~ ,='. ,.. <{Cl , ." [I ell ,.r-I"'! I- .2:- ;~'=":'~J ~ 0:: 'c ?'c.-; , OE '!~)l .z Q.E . ' LL. i Ii n n=> 08 '" L'=.::J -., >- '0 ,~ 5~ I DO DO I I I DO ~ c ~r::-l: ~, g i~ I ("'.I '. =r t"f") '. nnn! . .( = '. ( f?c:;, :z I ~I :::> : [b!!::D L -. (gS I C'u e Rohe-rls ~e"'Ua""O';'p"''-+ IV.. ..'. ~IU.- V I,JI,I "-I''"' VIL Page 1 From: To: Date: Subject: IR1lE~lE~\VJlE ~ rMAY -3 200'i1 CITY OF PORT ANGELES Dear Ms. Roberds: Dept. of Community Development In response to your letter, dated 29Apr04, we wish to communicate to you our permission for Sean Halberg, the purchaser of our property Lot 93, to use the geologic hazard report prepared by Zenovic & Associates. If you have any further questions on this matter, feel free to phone us at 360-452-1096. Sincerely, Ron & Jane Floyd 93 Sea View Dr. Port Angeles, WA 98362 "Ron & Jane Floyd" <elwhakid@tenforward.com> <sroberds@cityofpa.us> 5/2/0410:00PM GeoHazReport F" 'o~ RT' "'Pt... '. N.....' I ), /: ,; < . < l._; ; I -, -. ';(/ '" .'. _.: - _"P_"'__" -.:, ..._~"'~ , ....,:."___.m.... E'..'....t.....E......'S'..', : > ) < '- ~ r! , " t-; _' j .. _ .___,~ __._..~.._. _' .. foo _~ WAS H I N G TON, U. S. A. DEPARTMENT OF COMMUNITY DEVELOPMENT January 6, 2004 Sean Halberg 1507 East Beach Road Port Angeles, Washington, 98363 RE: V AR 03-09 Dear Mr. Halberg, As you know, following a public hearing conducted on January 5, 2004, the City's Board of Adjustment approved your request for a variance to allow a reduced front setback of 10 feet adjacent to Milwaukee Drive but denied the reduction of the rear setback adjacent to the 6th Street right-of- way. The decision of the board is final unless appealed within 21 days to C1allam County Superior Court. ~ If you have any questions, please don't hesitate to contact this department. e p F ^ ~ (t Sincerely, ~ ~ Scott K. Johns Associate Planner cc: Ronald 1. and Jane M. Floyd Zenovic and Associates Dave Johnson Parties of record Building Department ~ ~ ~ ~ p. 6 ~ - ~ (J) ~ ~ ~ ~ N ~ - [' r- --- h ~ ~ --- en ~ ~ .., ()1JUJ(J) f'Gc:::e::: b/\)CX:l1D f'"'iC::~ f''.~-( }, j). OJ ' ~2:1>() ~2:il \)\f':b CJfll() ~(J)'l(S --1j I\) "\C)UJ:-i ~ ~~C) ~2:0:( (J)(l?I]() ~ _~ ;{ll G) \Ii d ~ ,~^v 0:~ ~ ~0 ~","D '. I11~Qf\l :i~"\; fn)]h ::f~ ,O\~ :t:11i I\) ~ o -j::,. O ' /V sB. /6. /0. E- .' <--a/ .>>. WASH I NGiON COORDI NAiE SYS..-E.M , ~. iO . l~SmO 10-< = I_~ '-- u u u 00 c:. r~w:z 'cs=2l =0 " 'm .:~.:::O ".---' ~_\ . -< -1 c=::l 0)> , I'.) .-=:::' ,'0 Z <::) <..::::::::::, ~G) <::) om ~ = or- uuu ~m 2 (f) ~ J) t . D OOdlJ)>:E1J fT1 ~roz~rn 5 1~QIB ~ f11 ~ ()l ~ lJ) 1l1;;'l ~ ~ ()) ~ o i'J1}lU"l 11 - 1l! dPQ _~ :t> x C , lnIJ()lOz: Z I - )> (j) ~7<l;lJO 'v m <: --1Rn01~ \)iilO~n ~~\Js~ ~QQ~O - Z c 0 ~ }? ~...:-i o n ~ "Tl rii z n [ll '. .:.:~.~ ", .;:..:~~.).- '\:. ....:.'. -1--3 ,lf~~ ,/ ~,j"~.9,~ ,..\:.,........ ....'.:;., -.... r- 1: c:/ !\I< m~i D ~ {7~ J/ 1 I ,.s So . B~~~~ \JlGl}>):>L ~~~~~ p[llom zO tJl G ,(Jj z;c~ ~ -1 7J Ill, x -; < T\ oJ ..,. (1l'V - '- . [11 im~~ ~~~i\l ry-\ ~ ell =1 ~S I ~ 'J Z. ()) ccll-I m(1\11 [l1())-(I < ()- - PniGOZlllJ) ~[Ilpz:ti)(illJ) 1J~i\lOP5C [ll_fTI..j_ ~ O-lOI ~< IornlD rn ~l!lJiO~ :.z ~g-l8Q~~ ~)> z: ~J)> )>[l1Z~OJ)Jl ())O~[U)>rnp ..1:;; ..,.7() ~ Vi f.- ::> .. rn~~~o~8 rZ:~OOI3: Q()c}>i\lo~ }>Jl{1l~Z\ll(]Jj - z iJ)L T _ ~ p:!p0-iI-1 lJOr~I_ (11 r VJ [l1 Ul )J~OJ~~Ul 86(11?;)> [ [ }> ()),\J ()(i)IJ(i)r< rnlJl~z.~ 06~O(i)_ :cI J j ()) op>>zgOJ Ulr~O "J> )>rrn^lnUl oQ~i80 (i) Ul' iiJ -irr-lQO ~)>~oiz oz-<z~ . () [11..., [TIm. rn lJ) ~ORTANGELES WAS H I N G TON, U. S. A. DEPARTMENT OF COMMUNITY DEVELOPMENT April 29, 2004 Mr. and Mrs. Ronald J. Floyd 93 Seaview Drive Port Angeles, W A 98362 RE: Geologic Hazard Report - Zenovic and Associates August 29,2003 Dear Mr. and Mrs. Floyd: Mr. Sean Halberg is in the process of obtaining a building permit for construction of a residence on a portion of Suburban Lot 93, Townsite of Port Angeles. The geologic hazard report on file with the City, which was submitted by Mr. Halberg and signed by yourselves as part of a variance application, indicates that the study was prepared for yourselves and may not be used without your permission. Please let this Department know, in writing or by e-mail, of your wishes in this matter. Sincerely, ~ n . ' '. !J i ,J',/JI-'A C / /1/ v''l ... .,~,'\:'"J.:.:~L~~..{~ ,tG,! L-' ,--~...." ~ Sue Roberds / Assistant Planner 321 EAST FIFTH STREET · PO BOX 1150 · PORT ANGELES, WA 98362-3206 PHONE: 360-417-4750 · FAX: 360-417-4711 · TTY: 360-417-4645 E-MAIL: PL^NNINC@CI.PGR-T-ANGE:LES.WA.U S 0 R PE RM1-r5@CI,PORT-ANGEL-ES';W:A-.-I:TS- ?c--;::,,:y:: \-..:\ '. ~ 1 c' -c \~::. '--:"'-.... ~ 0 5 ENOVIC & ASSOCIATES ----.... , '-.J LAND SURVEYING I :-.J (' () 1\ I' () I' 1 ,( ~ I ') \olllh I\',lhodv Slreel, Suite 22 1'011 :\ngcles\\lalhingron 9R3G2 U(0) 417-0501 Fax UliO) 417-0514 I lIud: ,.enovic@olympus.ner April 26, 2004 Mr. Sean Halberg 1507 East Beach Road Port Angeles, WA 98363 Re: Geotechnical Report for Floyd Parcel No. 06-30-00-103910; Milwaukee Drive Dear Sean: As requested, I have reviewed the letter of August 29, 2003, prepared at the request of Ronald and Jane Floyd to determine the appropriate setback for a structure on the referenced propsrty. The purpose of my review was to determine if the addition of a basement to a structure on the site would impact the setback as set forth in the letter or any of the conditions associated with that recommended setback. It is my opinion that the addition of a full basement to under a structure will not affect the recommended setback distance as set forth in the letter. All recommendations provided in the letter are to remain in effect to allow the recommended setback to be held. Please give me a call if you have any questions or if you need further information. Sincerely, Zenovic & Associates, Inc. ~t. Zenavic, P.E Principal Engineer Fc: IN 03327 Cc: First Federal Savings and Loan of Port Angeles/Dean Kapetan [7 ENOVIC ,/ " ~-~~~-~_(-_J A I E S - -"""'-J"U'LLI\..1j,' LAND SUR\TE\1N : I "'lid!) I\'.d\()ik 'J![t.1 "'Hill ( i ' " ~ I \ I ;' , ' I I I " \ ; Ii) 1'1111 :\111:,,1, "\\,ldll'I):IIIll 'I~ II :\(,11)'11 ~()')(; I.IX (\(111) IJ 17 ()~ I 1'I1l;rd: Il'lllll'll (II'lll)'lll[lIl\ II< August 29, 2003 Ronald J. and Jane M, Floyd 93 Seaview Drive Port Angeles, W A 98363 Re: Par. Of Suburban Lot 39, Townsite of Port Angeles Milwaukee Drive, Port Angeles (Par. No. 06-30-00-103910) Dear Mr. and Mrs. Floyd: Zenovic & Associates, Inc. presents herein the results of our geotechnical review of the referenced property, located on Milwaukee Drive in Port Angeles, Clallam County, Washington. The property is situated on the top of the marine bluff that forms the south edge of the Strait of Juan de Fuca. Access to the site is from MilwaUkee Drive, off of "N" Street. The property is currently undeveloped. It is our understanding that you intend to market the property for single-family residential development, consistent with City of Port Angeles standards and regulations. This report is to be provided to potential purchasers for their review. The marine bluff on the northerly edge of the property is considered to be an Environmentally Sensitive Area pursuant to the Port Angeles Municipal Code (PAMC Chapter 15.20). The bluff is also shown as an unstable area in the State of Washington Coastal Zone Management Atlas. PURPOSE AND SCOPE OF SERVICES The purpose of the geotechnical review is to provide information regarding the soil and slope stability in order to develop the site in a manner that will not induce soil erosion or endanger on-site or adjacent off-site properties, consistent with the requirements of the Port Angeles Municipal Code. The scope of the review included a field inspection of the site and determination of site and adjacent property slopes using a hand-held clinometer. In addition, measurements were taken to determine the amount the top of the bluff had receded based on available surveys. No topographic mapping services have been provided, Research of available data included a review of aerial photos on file at the Clallam County Road Department (DNR, 1971, 1981, 1990, and 1997), the Soil Survey of Clallam County Area, Washington (USDA/SCS, February, 1987), aerial topographic mapping completed by David Smith & Associates, Inc. for the City of Port Angeles (Mar 1995), and the map for Short Plat No. 78-5-16, as prepared by Clark & Associates in September, 1978, Page 2 Ronald J, and Jane M. Floyd - Por. Of Suburban Lot 39, Townsite of Port Angeles August 29, 2003 REGIONAL GEOLOGIC AND SOIL CONDTIONS According to the Soil Survey of Clallam Area, General Soil Map, the City of Port Angeles area and the surrounding region are comprised of Elwha-Clallam-Catla soil association. These soils are typically moderately well-drained, nearly level to very steep slopes on hills, underlain by compact glacial till. Inspection of the soil maps of the site indicate that the property lies along the north edge of an extensive Elwha soil area that extends from the Elwha River on the west to the Oungeness River on the east, from the foothills of the Olympic Mountains on the south to the Strait of Juan de Fuca on the north. The Elwha-Clallam-Catla soils are derived from weathered glacial till. These soils were deposited by the ice sheet during the Vashon stade glaciation. The Vashon Glacial Till consists of a poorly sorted mixture of rock fragments deposited directly by the Vashon- age ice sheet. Finer portions of the soil consist of clay, silt, and sand. These fine particles comprise a moderately to highly compact matrix in which the coarser components (gravel, cobbles, and boulders) are firmly imbedded. SITE OBSERVATIONS An engineer from Zenovic & Associates, Inc. conducted a site visit on August 28, 2003 to observe the site slopes, vegetation, surface and immediate subsurface hydrology, and evaluate in-situ soils for density. Existing Slopes The site topography consists of a gently sloping upland area extending from Milwaukee Drive downhill to the top of the bluff. The bluff face consists of an upper portion that is essentially vertical (average slope of 3" horizontal to 1 foot vertical for a height of approximately 90 feet. The lower portion of the bluff is more gently sloped, with an average slope of 45 degrees (1 horizontal to 1 vertical). This bluff profile is consistent with marine bluffs that are situated along the Strait of Juan de Fuca. The lower, more gently sloped material consists of colluvial deposits from the sloughing of the bluff. The mechanisms that create this bluff profile consist of a combination of the removal of the colluvial material at the base of the bluff by wave and tidal action of the marine waters and the relatively loose formation of the upland soils. As the colluvial soil is transported from the beach area by longshore drift during periods of extreme high tides and winter storms, the buttressing effect of these soils on the face of the bluff is reduced. Once enough of the colluvial soil is removed, the weight of the overlying soil at the top of the bluff causes the face of the bluff to shear off. The sheared off material becomes the next layer of colluvial material; the top of the bluff recedes due to the shearing of the soil The rate of the bluff recession is related to the intensity of Ihe storms, tidal levels, bluff soil formation, and beach topography. Page 3 Ronald J. and Jane M. Floyd - Por. Of Suburban Lot 39, Townsite of Pon Angeles August 29, 2003 Soil Conditions The Soil Survey maps show the soil in the vicinity of the site to be a Hoypus gravelly sandy loam, 0 to 15 percent slopes. This is consistent with the site observation completed by this office. These soils are generally excessively drained and have a low available water capacity. As a result, the sutiace soil does not absorb significant water from incident rainfall during the winter months. Generally, incident rainfall percolates through the soil to depths well below the ground sutiace. These soils are highly erosive, however, and site development must be done in such a manner that impacts to the bluff are avoided. Vegetation The site is undeveloped and is covered with dense brush (blackberry vines, salal, etc.) and perennial grasses. There are no significant trees on the site. It appears, based on the surrounding properties, that the site was once Wooded, but that all trees have been harvested and the site cleared at some time in the past. Hydrology and Drainage No sutiace depressions or runoff channels were observed on the property. The site has minimal upgradient tributary area and moderately well-drained soils. No groundwater seepage was observed on the property or on the face of the bluff. CONCLUSIONS Based on the available historic data, it appears that this property is unique for a high bluff site on the Strait of Juan de Fuca. The loss of property along the bluff is incidental, probably due to the quality of the beach formation at the base and the fact that the area is protected from a significant part of the longshore drift by the presence of the rock revetment that protects the City of Port Angeles Industrial Water Line at the base of the bluff. Review of the aerial photographs and the measurements comparing the existing conditions with those in shown on the 1970 survey indicate that the rate of recession of the top of the bluff in this area is very minimal, with a total recession distance of less than 5 feet since 1978. Any recession is not typically a yearly occurrence, but rather tends to happen less frequently but with a larger impact (see attached information). RECOMMENDATIONS While minimal loss of property has Occurred on this site over the last 25 years, the fact that the bluff is susceptible to sloughage and erosion must still be recognized. Proper maintenance of the existing marine bluff is critical to the continued safety of the site and for minimizing damage to the bluff. No organic material, including grass clippings and tree or brush trimmings should be thrown over the top of the bluff These matcmals may help hold water on the slope, thereby reducing slope stability. Page 4 Ronald J. and Jane M. Floyd - Por. Of Suburban Lot 39, Townsite of Port Angeles August 29, 2003 The minimum recommended setback for a new single-family residence on the site is 60 feet; no disturbance of the site and vegetation should occur within 50 feet from the edge of the bluff. Any disturbed area between the structure and the bluff should be replanted with native vegetation. General All site improvement work on the property shall be constructed in conformance with all requirements of the City of Port Angeles including, but not limited to, the Uniform Building Code and applicable clearing, grading, drainage, and erosion control requirements. Excavation and Grading Excavation for any proposed dwelling and associated foundation components shall be carried to firm, substantial, unyielding material. All excavations shall be kept free of standing water. Temporary excavation slopes in excess of four feet in height shall be sloped at not less than 1 horizontal to 1 vertical. Permanent excavation and embankment (cut and fill) slopes shall be no steeper than 2 horizontal to 1 vertical. Excavation work shall occur not earlier than April 1, and all slopes shall be complete to their permanent condition before November 1. Temporary excavation slopes steeper than 2 horizontal to 1 vertical shall be protected with an impervious covering (visquene) during any rainfall periods. Drainage and Erosion Control A siltation fence shall be installed at the 50-foot buffer line to prevent access to the buffer area and to also prevent any silt-laden soils from entering the buffer area. Site clearing should be limited to those areas where actual construction is occurring or where adequate construction access is needed. The contractor should establish a single point of access to the site (preferably from the south), and should maintain the access roadway in a clean, stable condition. Any areas where vegetation is removed shall be revegetated at the conclusion of construction, but not later than November 1. Drainage facilities shall be provided at the time of site development to direct the runoff from all new and existing impervious surfaces to the existing City of Port Angeles storm sewer system in Milwaukee Drive Site grading shall be completed in a manner that will assure that all runoff from developed impervious areas will be discharged into the storm sewer system. No discharge over the face of the bluff is permitted, and subsurface disposal (infiltration) of stormwaler is not recommended. Page 5 Ronald J and Jane M, Floyd - Por, Of Suburban Lot 39, Townsite of Port Angeles August 29, 2003 Slope Maintenance Finished slopes should be adequately vegetated to prevent surficial runoff. No organic material, including grass clippings and tree or brush trimmings should be placed on any slopes steeper than 3 horizontal to 1 vertical. These materials may help hold water on the slope, thereby reducing slope stability. USE OF THIS REPORT This report has been prepared at the request of Ronald J. and Jane M. Floyd for the purpose of determining the appropriate development standards for a single-family residence and associated appunen311ces on the subject propeny. This repon is specific to this site and the information contained herein is the propeny of the Floyds and may not be used without their permission. The findings set fonh in the report are based on a site inspection and review of available data. The conclusions and recommendations derived from these findings assume that the site conditions do not vary radically throughout the site. If excavations and/or construction activities discover that site conditions are significantly different than those documented herein, Zenovic & Associates, Inc. must be contacted to verify or modify the conclusions, as appropriate. We appreciate the opponunity to provide this information to you. Please contact this office if you have any questions regarding the contents. Sincerely, Zenovic & Associates, Inc. d/;2l1 /'- . ~~~ r<<. Zenovic, P.E. Principal Engineer Enclosures Fe: IN 03261 5 ho re line Erosi On Rates ~ When geologists 5pe<lk of coastal eroSIOn rates, they usudlly mean long-term average rates of shoreline retreat When property owners speak of coastal ero- sion rates, they uswlly me<ln the amount of bluff that sltd during the previous winter. Bath of these rates are Important, and it is critical to undersl.1nd the distinction. Shoreline retreat is the rate at which the toe of the bluff moves landward and must be documented over a long enough period SO as not to be influenced by short-term variations. Short-term erosion typically refers to slope failures such as landslides, slumps, or simply the sloughing of a layer of soil and vegetation. In the case of slope failures, it is useful to know the frequency and the maximum extent of such an evenl. High rates of bluff retreat Occur when: 60 ~ ~ ~ r: Ralph Keuler, with the U.s G€ologic.al SUC\ley, measured long-term shoreline erosion in much of north- ern Puget Sound. The fastest rates are OVer 1 foot per year at Point Partridge On the exposed West side of Whidbey Island, but this rate is unusually high for Puget Sound. Even On exposed feeder bluffs Such as Forbes Point near Oak Harbor, the north end of Marrowstone Island, Or Yellow Bluff on Guemes Island retre.a t ra tes are in the 4- to 8-lnch per year range. ~ less exposed shorelines, the erosion rates are often much less ilian 4 inches per year. Coastal erosion is highly episodic. Long periods during which erosion is. negligible are interrupted by short, impressive slumps and landslides. These slope failures are triggered by saturated soils, tree blowdown, or the combination of storm Waves and high tides. Although these events may ca use the top 0 f the ban.k to retreat several feet, and may appear eVen WOfS€ since they strip away ma- ture vegeta bon, the long- term ra te a t the loca lion may still be very slow. It may be many deGldes before that portion of U1e bank slides again. ^VCrLlgc cr06lon rate cq un 16 2 f cct/ d ccn.dc ~40 ~ L ~ () c Nomal condition: uno" erosion ./' o 1800 1900 2DOO 2100 Figun: 1. Long term erosion rates an:: an average of many Lmdslidc or erosion events over a period of decades to centuries. · Wave energy is high. Long fetdles in the dJ rection of predomi- nant winds, coupled wiU\ deep water close to shore, allow large waves to develop and to reach the toe of the bluff. Energetic Waves can break apart rocks more easily and can rapidly remove eroded material from the base of the bluff, exposing fresh ma terial. · Bluff materials are weak, Many factors affect Ute resisl.1nce of rock to erosion, induding rock type, fracturesl and groundWater saturation. TIle glacial sediments typical of Puget Sound bluffs may erode several inches per year, where.1S massive bedrock SUdl as that in the San Juans may erode only a faction of an inch per year 20 ~ L o .r:: <n · Ikaches are narrow lkad1es provide excellent natural Protection, dJssipating wave energy over a broad area and Lmiting the frequency with whid\ waves actually reach the base of the bluff These thrce condl lions an.' most often met on classic fL~der bluffs SUd1 as Birch Point in Whatcom County, Scatd\etl Head on south Whidbey Isl.lnd, and Green ['oint south of Gig Harbor As one moves downdrift wlllun a coast.al drift Sector, beadles generally uecome wider, and erosion rates may diminish, IlJU1';i,1\5 SLAp/1 ~~-.; w, ~-_..--- - -. ------v---_. Shoreline property owners often lIccelerate erosion rales by weakening the bluff or causing the beach -----v_..__._. _to. diminish. The former is easily done by clearing up- land vegetation and changing bluff hydrology by mis- directing storm runoff or placing sewage cirain fields too dose to Uw bluff TIlC latter is best done by armormg Ule shoreline up- drift, effectively starving U1e beach of needed sediment. There is a tendency around Puget Sound to exaggerate the rate of long-term shoreline erosion, yet ignore the potential for short-term bluff failure. When developing near marine bluffs, We need to recognize that both slope stability and d\ronic shoreline erosion affect Ule safety of the property but that, if U1e geology of Ule sile is known and Ute structure is adequately set back, pro. blems will be unlikely. 2-27 ..-~ -- "--'-~""""",-".--.- '--'-'-.",., -Hugh Shipm,]n (1993) I', \ L t" T' ,'~"" ___)! 1 1'0"; ",f-it f 1 f'iUMG __ I ___L___ fl - ------------~ ~~., ,. :..(~;">:"\~..,, ,;1, ~ . t ~~;..~~ '. I , I " -1 /;> '1~ ..... 2 ~ 10-._____ '~t~\t:~fl'..<..., --: !j:.~~\" -~ "t;. ~ . STRAiT OF JUAN DE j U;'/f):'/;' ,,' 53 ~ " . . :tr:~ (--:~~: ....4.. ,.... ..')~, -----... -,' , 1-~~0 "T"" " . . . .'-~.;; l:.::D,?:/ / . . . · ...,....T.'.,;_ '. -- III...)""~.J -'fiI'~ ~CL..,..,' _U. I-'/. WI I.~ 'f' ;"; <:i "_::-- 'D- - r..7:.-,----.J}..~r;>::f:_ ~ ~ ., -".. ..._,.,.... .. ~.., :', \.(. ') \ :.... -:. :~'; .i:'~-, , ,'~" , . , ',"'; "'f'~. ~ "'~.~ 34' . ;. r. \ \ ]J '" "'l/ '(?~lo ............1/ .', 1,'-..... ....... :.Ij. .... '-.. 53 0/; ....'l;.- ~6 'Y "':, -------< 19 H, "\. \~ ?O '-..... , 7IJ~~------,:,_ 4(, yJ 7! '. I Ii'l"d J j-; '", i-- I J2 ! 23-Hoypus gravelly Bandy loam, 0 to 15 percent slopes. This very deep, somowhat excessively drained soil is on terraces II formed In glacial outwash, The native vegetation is mainly conifers and shrubs. Elevation is 50 to 1,000 feet. The average annual precipitation is 18 to 30 inches, the average annual air temperature is about 49 degrees F, and Ihe average growing season (at 28 degrees) is 220 to 260 days. Typically, the surface is covered with a mat of organic material 1 inch thick. The surface layer is very dark grayish brown gravelly sandy loam 3 inches thick. The upper 7 inches of the subsoil is dark brown gravelly sandy loam, and the lower 21 inches is dark yellowish brown very gravelly loamy sand. The upper 14 inches of the substratum is dark brown very gravelly sand, and the lower part to a depth of 60 inches or more is dark yellowish brown gravelly sand. In some areas of similar included soils, the surface layer is gravelly loamy sand, very gravelly sandy loam, or gravelly loamy fine sand. Included in this unit are small areas of Dick, Carlsborg, Casso/ary, Calla, and Clallam soils. Also included are small areas of Hoypus soils that have slopes of more than 15 percent and soils that have a gravelly sandy loam surface layer more than 10 Inches thick. Included areas make up about 20 percent of the total acreage. The percentage varies from one area to another. Permeability of this Hoypus soil Is rapid. Available water capacity Is very low. Effective rooting depth is 60 inches or more. Runoff is slow, and the hazard of water erosion Is slight. This unit is used mainly as woodland. It is also used as home sites. This unit Is suited to the production of Douglas-fir. On the basis of a 1 DO-year site curve, the estimated mean site index tor Douglas-fir is 134, and on the basis at a 50-year site curve, the estimated mean site Index is 101. At the culmination of the mean annual increment (CMAI), the production of Douglas-fir at age 70 is 136 cubic feet per acre per year. The trees of limited extent are western hemlock, western redcedar, bigleaf maple, and Pacific madrone. Among the common forest understory plants are salal, Oregon-grape, red huckleberry, western brackenfern, blackberry, western swordfern, and deer fern. Floral use of salal and western swordfern is common on this unit. This unit is suited to year-round logging operations. Disturbance of the protective layer at duff can be reduced with the careful use of wheeled and tracked equipment. Logging roads require suitable surfacing for year-round use. Rounded gravel for road construction is readily available in areas of this uniL Seedling establishment is the main concern In the production at timber. The low precipitation during the growing season and the droughtiness of the surface layer contribute to seedling mortality. Reforestation can be accomplished by planting Douglas-fir seedlings, Seedlings planted in the less fertile subsoil exhibit poor Sail S " growth and vigor When openings are made In .-, canopy, Invading brushy plants can delay the the"] eslabllshment of seedlings ,~,.~ If this unit is used for homesite developm '.'~ I' , , , ent the~ Imitation IS steepness of slope Preserving the' , rr plant cover dUring construction helps to Control eXlstl~ Excavallon for roads and buildings increases theer?SI~ erosion. Cutbanks are not stable and are Sub' nsk , . Th '1' h' '. Ject to '\\ caving In. e SOl In t IS unit IS a poor filter f . "off tank absorption fields. Or sepU~ This map unit is in capability subclass Vis, ~_' nonlrngated. 'fl,. ,. 24-Hoypus gravelly sandy loam 15 to 30 p ::. I Th' I ereel s opes. IS very deep, somewhat excessively d . '1' . ralne SOl, IS on terraces: It formed In glacial outwash. The .~. native vegetation IS mainly conifers and shrubs '. Elevation is 50 10 1,000 feeL The average ann~al .~ precipitation is 18 10 30 inches, the average annual " temperature is about 49 degrees F, and the average' growing season (at 28 d.egrees) is 220 to 260 days. TYPically, the surface IS covered with a mat at organ mat~rial 1 inch thick. The surface layer Is very dark I'" graYish ~rown gravelly sandy loam 3 inches thick. Th upper 7 Inches of the subsoil is dark brown gravelly".y.-, sandy loam, and the lower 21 inches is dark yellowiso brown very gravelly loamy sand. The upper 14 inches' the substratum is dark brown very gravelly sand, an l lower part to a depth of 60 Inches or more is dark> . yellowish brown gravelly sand. In some areas at simil included soils, the surface layer is gravelly loamy sa'n' very gravelly sandy loam, or gravelly loamy fine san'd Included in this unit are small areas of Clallaman Dick soils. Also included are small areas of Hoypus"so that have slopes of less than 15 percent or more ttia' 30 percent and soils that have a gravelly sandy loam' surface layor more than 10 inches thick. Included area mako up about 20 percent of the lotal acreage. Thei' percenlage varies from one area to anolher. , .r Permeability of this Hoypus soil is rapid. Available ~ water capacity is very low. Effective rooting depth is. 6 inches or more. Runoff is slow, and the hazard at w~te erosion is moderate.- , .l~ This unit is used mainly as woodland. It is also use as homesites. ", ' This unit is suited to the production of Douglas-fir:'q the basis of a 100-year site curve, the estimated me~ site indox for Douglas-fir Is 134, and on the basis at a 50-year site curve, the estimated mean site index is 10 At the culmination of the mean annual increment (CMfl..1 the production of Douglas-fir at age 70 is 136 cubic fee per acre per year. The trees of limited extent are " wostern hemlock, wostern redcedar, big/eaf maple, an Pacific madrone. Among the common forest understo plants are sala/, Oregon-grape, red huckleberry, weste. brackonfern, blackberry, westorn swordforn, and deer,. ,,,.,~~. '"'.................,-,-,~~"'><-....-,_._"..- WASHINGTON STATE ENERGY CODE . I TABLE 6-2 PRESCRIPTIVE REQUIREMENTS 1 * * FOR GROUP R OCCUPANCY CLIMATE ZONE 1 · HEATING BY OTHER FUELS HV AC9 Glazing Glazing U-Factor Door '0 Vaulted Wall Wall. Wall. SIab6 Option Equip. Area": Overhead' U-Factor Ceiling2 Ceiling3 Above int4 ext4 Floors on Effie. % of Vertical Grade Below Below Grade 2 Floor Grade Grade I. Med. 10% 0.70 0.68 0.40 R-30 R-30 R-15 R-15 R-lO R-19 R-1O II. Med. 12% 0.65 0.68 0.40 R-30 R-30 R-15 R-15 R-lO R-19 R-1O -)f III. High 21 % 0.75 0.68 0.40 R-30 ~} I( R-l9', R-19 R-1O R-19 R-1O IV.'" Med. 21 % 0.65 0.68 0.40 R-30 'R0"0 R-19 R-19 R-1O R-19 R-1O V. Low 21 % 0.60 0.68 0.40 R-30 R-30 R-19 R-19 R-1O R-19 R-lO VI.7 Med. 25% 0.457 0.68 0.40 R-38 R-30 R-19 R-19 R-lO R-25 R-1O VII. 7 Med. 30% 0.407 0.68 0.40 R-30 R-30 R-19 R-19 R-lO R-25 R-1O VIII. Med. unlimited 0.25 0.40 0.40 R-30 R-30 R-19 R-19 R-lO R-25 R-1O · Reference Case ** Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 19%, it shall comply with all of the requirements of the 21 % glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level ofR-lO, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. The following options shall be applicable to buildings less than three stories: 0.50 maximum for glazing areas of25% or less; 0.45 maximum for glazing areas of 30% or less. 8. Reserved. 9. Minimum HV AC equipment efficiency requirement. 'Low' denotes an AFUE of 0.74. 'Med.' denotes an AFUE of 0.78. 'High' denotes an AFUE of 0.88. Minimum HV AC equipment efficiency requirement for heat pumps. 'Low' denotes an HSPF of 6.35. 'Med.' denotes an HSPF of 6.8. 'High' an HSPF of7.7. Water and ground source heat pumps shall be considered as medium efficiency and have a minimum COP as required in Table 5-7. 10. Doors, including all fire doors, shall be assigned default U-factors from Table 10-6C. 11. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U-factor ofU=OAO or less is not included in glazing area limitations. 12. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 38 7/01/01 2000 EDITION TABLE 6-1 PRESCRIPTIVE REQUIREMENTS 1 * * FOR GROUP R OCCUPANCY CLIMATE ZONE 1 . HEATING BY ELECTRIC RESISTANCE Glazing Glazing U-Factor Wall Wall- Wall- SIab4 Option Area 10: Door 9 Ceiling2 Vaulted Above int4 ext" Floors on % of Floor Vertical Overhead11 U-Factor Ceiling3 Grade Below Below Grade Grade Grade I. 10% 0.46 0.58 0.40 R-38 R-30 R-21 R-2l R-IO R-30 R-IO II. 12% 0.43 0.58 0.20 R-38 R-30 R-19 R-19 R-lO R-30 R-lO III. 12% 0.40 0.58 0.40 R-38 R-30' R-2l R-2l R-IO R-30 R-lO IV.'" 15% 0.40 0.58 0.20 R-38 R-30 R-19 R-19 R-lO R-30 . R-I0 V. 18% 0.39 0.58 0.20 R-38 R-30 R-2l R-21 R-lO R-30 R-IO VI. 21% 0.36 0.58 0.20 R-38 R-30 R-21 R-2l R-lO R-30 R-lO VII.7 2S% 0.327 0.58 0.20 R-38 R-30 R-19 R-2l R-lO R-30 R-1O + R-SA VIII.7 30% 0.297 0.58 0.20 R-38 R-30 R-19 R-21 R-IO R-30 R-1O +R-SA * Reference Case ** Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. I. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 19 %. it shall comply with all of the requirements of the 21 % glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. ' Adv 'denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-I G,oron the interior to the same level as walls above grade. Exter-iorinsulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. The following options shall be applicable to buildings less than three stories: 0.35 maximum for glazing areas of25% or less; 0.32 maximum for glazing areas of 30% or less. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-j foam sheathing. 9. Doors, including all fire doors, shall be assigned default U-factors from Table 10-6C. 10. \Vhen~ am_a1'-iill!J.m gl<l~lng~rea is listed, the total glazing area (i::ombilled verticalfJlu5,Overhead) asa p~rcentof gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U-factor of U =0.40 or less is not included in glazing area limitations. II. Overhead glazing shall have U-factors detennined in accordance with NFRC 100 or as specified in Section 502.1.5. Effective 7/01101 :17 Appendix E: sample Check.llata & WOrk.a~8 GWJCG - PI.8n.! EICamrn.r - fill ouI this QlaiinQ Hctioo Of Il1t.lIctl . wV'Idow ~Ht to this cheddi5t. Inspector - Yerffy wmdow 1'\- lannation during field inspections. Indude skyiil1hts, glass doo~ I!lld all olher Qlazing on this term. Use rough opening are a lor c:alaltdons. Stze QuantIty A,... 7 /0 l) f' /0 a v ? 'I ()" ryr'~"", ,:> ,,,", / ! Ie. !-f -,!A~ ,. I I'" -:-: 2 .:S ., t..... /4 )<: '-' ,.4 !:~) I : /2 ,^ I f.C;~ J,fo;.:" I. I 9' /' .I'''' \...... r- '--' -- , /. t,,' '-', ":1 (/ x" "_ .:s '>7 f;~ \-,' '"..:.:Jo '- \ c../ / I': 7~ j.' X-......J ..{ j " " ,-' < .... -1 \" ' C' ,lJ ">'- . /" 0 V ,. , ' ~ - v', .'- ."'~'~"'h:;.e:;<'. _ .~~ .". " . ~ --, '... " ,'<.' ", Total glazing .....: --3 2'c~' Total condttloned .r.a: ,;z ,I J> '0 ' Percentage glanng: I '-! I { ? U-Value/Manuiacturer I Verified ~-3L/l~': /' / q ,4 r c/ ("'--'/4.f..J. 'C:' i / v _ .' " _ J l:.I", '.~." \ \ " r , ~ . ' , " -. I ~t~. '--\.~ " ..~ ":-'\'-- .-. ,- \ 'j;i-!. ,~ , ....... .-j j', "I::':''!.; '" C1 [} Verffied ,.,\; [~ DOORS l"~-- ~,' t,_,,~ 1- '."',' c,.l Plans Examinei'" - rlSt ~e doors by type (soQd CXJf'e, Insutated. etc.). ~. U-vafue. 8ld ~l.imr. lnsp9dor - Y8rify dOor ilformation during fiekj tnspedion. ,.., . Type/Quantity - U-VaJue/Manufacturer Vertfled ~ - 5-~,{C i f-"re lie: n.J I ,-, Ot:) r'J I- " 1.;: I - "j q \' /' ,d r -' lr S+gnature of Bufldlng OffIcial: Da1A of Anallnlpection: Appendix E: Sample Checklists & Worksheets l ~ ~ Attactnent C Plans Examiner and Inspector Checklist pormtt No. Address ptan. Examiner: In.~or: Check, write in NJA., or fill in value on shaded bOlC:es. Chad< oN baKes at left as items are found to comply, Compliance approach: (ched< one) 0 Sys1ems analysis o Component perfoonance o Prescriptive path Hot.: Some specifics on this form may not apply if A) compliance approadl is sys1ems analysis or component performance; , B} compliance to minimum ventilation aiteria is demonstrated through engineering calculations Of pertormance testing. FOUNDA T10N PHASS D Slab: A- D D ! Exteoor dawn to Irostllnelslab bottom: or Intgr10f 24- horIzontal or vertical; 'or. H radlllfll under entire slab I I (H Imoriar - see Insulatlon Phase) R- Below grade elctenor wallln.ulalion: I Radon mitigation:; : If locally requlrlld, or crawtspacg vontlng <lfV300tt2 of crawl. or Vgnts IndLde an operablg damper FRAMING PHASE o Ff"amlng: L/\:\:~:~~~ S1an:isrd I::;:;/:~::(;~ klt8flTlQd1attl jsi#3d:j Mvanc>>d o 8td aIr aMI: peptlaubllr, ~)sVmud s.Ill; wfndow & doof fnns; pcIOQtnltlon-wlre. phJlTtJ, duel, par1Itlon studs, nUQ. light f\x1lns o ' Souroe .pect1lc axhaust lans: Slzo requirement - bath. LaUflCi-y (5Oc1m); kitchen (100dm) o ~e hOUM .xhauat fan I ':.:~ intermittent system has manual & auto c:xxrtroIs; Outdoor air supply req_ to( habitable nns. or o Int~rat~ fo~lr sr-tem c=J 0llt.sIdiI air duct (~ damper) afiowIng bGtwgeO .35 and .s ACH INStlAmN PHASe OR- D R.. o R- o R- D~ o o ! I I I I wan Insulation (abov. grade) wan Insulation (below grade): lnt.olior wall \n3.ulatlOfl ROOf" Insulation c.lllng Insulation: ndtdng attic hatdl Vautt~ oe4l1ng Insulation Vapof' ret.arden: walla. t\oonI. OlKIing H-ttng .yatem ~: \, . . ,'. J For~. Bat stuI. HSPF, 'and COP I FIW. PHASE o Radon monItor on .lta: wtth I~ and ~ 1nf0flT\llti0n o ~: twel range. 5S-75; AC range, ~; both, 55-a5. Badwp haa1 axltrob prev.ot almt1t.aneous openltlon of pOmwy ,ys. o ~Id fuel ap~lanoH: o1lt5$ 0( mGtal doofB; dlrect comb. air kXrOlI. or..co dla.., ~ed. Irrlrect ~ IOf l.t'lOOflCl. ar-.s o F\r-.pl.oea: 6" ~ .Jr euppty dud wl'datnpef direct \0 ~eboX; ~ fltlJng ~ or m<<al doofw. D OHW n-t.B: NAECA 1ab4tl; a.epa1 018 powttf or Qa3 Ihut-off; on R-1 0 p8d H ~c and In U'lClOf"d. /JIM or If 00 coocr e{ll D IMchanlcat ventilation dl..lCb tn.ul.-t-.d to ~: exhtlLJS1 ducU In lX"ICOf"lC1lUooed arfHmlsupply ductlIln c:oodItIooed aIlMlll o &.. .:...,. ..:.. :1 HVAC d~.num lnaut<<Uon: do:::ts In ~ arMJI are tn!Jlj,aled and)otntl are ~ o Ptp. lnaula-Uon: R-3 lor hat and cold WB1<< plpIng In ~ af6&ll (H ..Moe or radrcUctlng.... Tabk 6-12) o Qrou nd cover: 6 ml bl.ad<. poty8"lhy1 enQ./ 8.WftWlld equal lapped , 2" 111 }otnUl and e XI llOdIog \0 foundatlon wall E-52 663&42.. .~~~ .~;:flj t~0'1.. ~ --~ 11: - o /.f) ---:0/ II;' " ,5: l SURVEY OF A PORT/ON OF SUBURBAN LOT 39 OF THE PORT ANGELES TOWNSITE, CLALLA/V1 COUNTY, WASHINGTON. . ~'9"-'~ i~),m-' FOR' ARDIS /V/. McWILLlA/V/S TRU5T DATE NOVE/VIBER 2/, 1991 k~O ''I SCALE iN FEE-I 6 I C ~ ~ F (j) m ~ 5URVEY0/2'5 CEr;;?TIFICATE. 7H /5 MAP CCf2!2ECTL Y K'EPJ<ESENTS A SUF2VEY MADE BY ME 01< UNDEJ2 MY DI!2ECTION IN CONFOI2MANCE WITH THE SUI<VEY k?ECOK'DI NG ACT AT /HE F2EQUE'ST OF ARDIS M. Me WI LLIAM6 . DAlE. NOVEMBER 2/, Igql :> IlJ r ~ U\ uJ ~ z o Il' 8 u z o r 19 z I U1 ~ IHI'5 suRvE.Y 1.0::> BASED ON -rHE. WA'5HING--n:)\-.J CooRD1"-lATE '5YS~EM Gt2ID , NORTH LONE... ALL BEARI N0S ARE RELATIVE TO SAID eQID ALL DI"'3TANCES ARE RE.DLJCE.D TO "SAID GRID "THIS SURVE.Y WA"3 ACCOMPLISHED BY l= I t=...LD """'TT<A\/E..R"'3E. ME.THOD"'3 USt N<O A \ "3ECoND A~D OR ? '5ECOt-.JD iI-lEODOL\TE. AND AN I NFRARE.D Dit;:,IA.N.CE MEA'5WRI.-.JG DEVICE. WITH SOME D\'5'TAI'\JCES ME...A"3LJRED WITH A '"STEEL CHA/h..! I Fl-,FI'-.lD . DENa-rE'S ''='/e."' RE.~R WrTH PLAS-rIC <SURVEY CAP 'STAMPED - t--Jrl- I'JE.'3ARY PU3 2'2'"344" AND 3"....'3" WC:OD 0UARD pas! . DENa,E-S FOUND \" COt-JDLJII WITH BRA'5':=, CAP STAMPED"\'lL'2'3 AND '5E~ "3" >< :3" v\lCOD Q7UARD PO"S-'-, PER MAP RECORDED IN VOL..UME 5 OF' SHORT PL-AT5, PAGE SS. H )( DENOTES EXISTING FENCE. f5) ~~ ~ LE ~ \Yl ~ flY-; Ull[",---..--'- l1!J ..rUN" 3 2004 CITY OF PORT ANGEL S Dept. of Community DeveloD en! ~------,--,-_."...~~,...,._-,.~...~._._----_:- RECORDING CEI2TIF1~ FILED FOQ QECORD AT /HE k"e:;>UEST CF N:JF2TI-/WESTEf?N 7ERk?IIOI2IE'5, INC. {HIS ~AYOE_.~..iLd9~2 AD AT5___1JJv1/NUIE5 PAST~O'CLoc;K1M. AND !2ECCRDED IN VOLUME~F SUQVEY5, F~6E 3t. , I2ECoeDS OF CLALLAM COUN""TY', WAS/----IINGTON. e:...dJ.;( /7f'HA~ //* f.20NALD L h E5A LICENSE NO. 22344 i!!:.pu---f--it' C~UD'1D12 DESICi DRAWN BY, KR~S'T1 PATE.R'S()t-J PLAT C.HE.C.K 6-(' ICHARO CARTEl<? FINAL CHECK BY, ARDIS M. McWILLIAMS TRUST SURVEY PORT ANGE.LE.S TOWN.'SITE. @ NT' NORTHWESTERN TERRITORIES, INC, C.'MoIiII..(I""SU...,.,........." C""'lICb,MC'lrllbrllil/"""lfI"OM ''''/1>, 11/ 5~l'~ ~l~lIUlIi. l'lilll 'NGlllS "'SHU'lldlJlrj ~I>J!, .1~tN>1 ,,,.,,,, " CJ)e W\!) w'" Ulz ...../[ ()f-:- ..:f" . we f-:-(J) c:;:) (!l"Q; (J}X c::,) zii; ......" <(0 OCWI: .:or t-.E:' a:::'c -<[f-:-() 0:::> f-:--<[() (S.0 o..E z: u..~ (J}aOC ~ => au Ktw)- -, .>-'0 11-..; :::}~f-:- ~ o~ f-:-t}-l 0 ~()9 lL --l :::) / ~ ..... - (~~) I I I \ ;L I I I ~ I I I I I I I I . I I I I I I I I "- J- ()ao..: OC ~ytI: ,_W -lL f-:- ~r:~ L. T ~------- ---- --- - 'fD:l~ - Q W(J) I-<[ (J) -aZ ZW() ~f-:-f-:- :::}-<[t} w--lW Ul~ (J) ()Z-l - --l f-:-W-<[ f-:-Ul3 Z()Z W - I:f-:-z WUl3 (J}-<[() -<[--lI Ul(J)(J} ~ cf\I ~(J) z ~ ---1 D- OC ~ t- U) :> ~_._." -'t'r - r "-~,. fi3 ~. ; --.JQ. .,:t" LU !2 c:) c.!) Q) i c::::t Z~ _:.C'.I <(0 ~ 1..-___' I ::r I- >- I [hfUi ! , . 0::: %' 1(c5~L!J1 z ,~~, I~ '-' LLc I 1,..- oc" lb!h!l -.., >- '0 1-...: ~ -c . 0 ub W~ COz Or- r-d) d)X ocwI: -<[r-O r--<[O d)nOC ~W>- J~!:: r-u-1 ~O~ u..-1~ Q Wd) ::t:-<[ d) zn~ u..~- z__r- J"l.U w-..JW co~d) OZ-1 ---1 r-w-<[ r-C03 ZOZ W - I:r-z WC03 d)-<[O -<[-1::t: CO<.O d) ~3mOH9 Hllm 8m I I I I ~ . I I fC\::t: I ~d) Z ~ >- onn.: -1 Ii ~~I: (l ,_w - u.. r- t- Z OC ill - ~ ----- t- .~~ U) /' LINDBERfj.8MITH ARC H IT..E C T S FilE August 16, 2004 Jim Lierly City of Port Angeles Department of Community Development P.O. Box 1150 Port Angeles, WA 98362-0217 RE: 606 Milwaukee Dr. Dear Jim: As per our phone conversation today, we have reviewed the foundation walls with the contractor. \)'\ ~ ~ The basement walls are to be 8'-0" tall and 8" thick with number (4) rebar at 18" on center each way. The footing on the full height walls is to remain as detailed on the drawings. If you have any additional questions please contact us. ~ - Respectfully, LINDBERG & SMITH ARCHITECTS, INC., P.S. ~ ~ , ~ (\ '= "J ~ ~~ Charles D. Smith, Architect 319 south peabody suite b / port angeles wa 98362 / 360.452.6116 fax 360.452.7064 email contact@lindarch.com / www.lindarch.com November 10, 2004 LINDBERGiMITH ARC HIT. ... E' C T S Jim Lierly Port Angeles Department of Community Developmenj P.O. Box 1150 Port Angeles, WA 98,362 U7 b G, VVt t II IV ()J iz Fi:: ' RE: Shawn Halberg Residence -,lIlt'" ,., "._ JII~,.. ,'. 1 ~,.,; .~,~ ~"~f ~' . FILE Dear Jim: We have reviewed some of your concerns on the Halberg residence with the contractor, Cliff Smith. The first item Cliff talked with us was the straps between the upper floor shear wall and the lower level shear walls. We have instructed him to use Simpson MSTC 52 traps replacing the Simpson PHD2 hold downs. At the Simpson PHD8 hold downs we need to use two Simpson MSTC 52 straps. ',' We also talked with Cliff about the placement of the plywood sheeting at the front corners of the house. We have told him to install the 4'_0" x 8'-0" vertical starting at the bottom of the mud sill and up the full 8'-0" height. At the top of the 8'-0" plywood sheeting we are having him install double 2x blocking and splicing in , with anew sheet of plywood. If you have any additional questions please contact us. Respectfully, LINDBERG & SMITH ARCHITECTS, INC., ~.S. ~~~ Charles D. Smith, Architect 319 south peabody suite b / port angeles wa 98362/360.452.6116 fax 360.452.7064 email contact@lindarch.com / www.lindarch.com CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . !NSPECT!ON REPORT. . . . . . . ::t~UEST: It~ \~l C\ Time Re1'1ived by !:i? ? Location of Work to be inspected fr; [; 0 /' ( L- [.l)/ {; t 2 ~/ Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): .. (phone, person) Phone No. Permit Nlo. Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Other INSPECTION NOTES: Inspected: Date Remarks: Time By RESTORATION REQUIRED . . . . .. YES NO n,.Y 1[; L' L (Jp/ f: 1) [~/ L/ ______~ ;~/~7:.. ~ :ld.. . It~r- '., /L__/J'/",.I~ &'tI./C - tfr-, ~fr ~/ !IJ:tal; ~. ~W9-~ ~d' /,t#V<< .~ j}tY /kaff ~ /# /fPi7?- k-~. h/tPfV, Lit) (TttC)c)\ ,~ ( .1 II -fj--r vl- I l!rL/ SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved 0 Gravel 0 Asphalt 0 pcc o Other o Repaired by City [] Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE 1F"'t. A .....r-\ · BUILDING DIVISION. CITY OF PORT ANGELES * * Correction Notice Job Located at / /- /'~//7, /. ,"'._ ( /:/ IJ 0 ,/ /; i l"/ /ll/ k,;. ,:i I Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: /~;i!L- ~IT{ .4i/JrZJ7ul -/l#ti}J./r> /) 'fJ/1~<- . //tc,( /Wi 13 V/ LJ//11f JY-/};7(//j?J/1/~ . These corrections must be made and are not to be covered until reinspection is made. When corrections have been made, please call ~ / '9 I~ :~;;;~;~r/ . ,//};Y/. / ~~/ .' / }" ,,6r r B\if dlng Diviston---- DO NOT REMOVE THIS-TAG 1;;: C;-Iy T~f~ Mr""': S ~ ;k.1 ~ e:J fJ~/ IO-:J.t-(lS- 5v.(; e vI- ~ (,() {, /1,~/ W'bIJc~ lJ.r p/Ul$e. e..d-e-"uI l' Iw,i",!::; f e.r..-..:I- 4r ( n<SJV~ cJ- 60t A..~/V'~ tJr/K Thq/\ k,S I ~e- 14~ November 24, 2005 Mr. Gary Kenworthy Deputy Director of Public Works/City Engineer 321 East Fifth St. Port Angeles, W A 98362 [R1 [E (G 1 ~ \1{ [E !DJ ! DC::: - i m 1 CITY OF PORT ANGELES ~2,~ Comm'mily Devel?PfT1~ Re: 606 Milwaukee Drive Dear Mr. Kenworthy: Thank you for your letter of November 9,2005. That letter addressed four key items: that the City is already reducing the frontage improvement requirements, that the need for a sidewalk was listed on the building permit (and that I could have appealed but the deadline has passed), that as of February 17, 1995 all city arterials (including Milwaukee Drive) need to have sidewalks, and that Milwaukee Drive is part of the waterfront trail system. F or reducing the frontage improvement requirements, I say thank you. I am glad to see that there is some acknowledgement that the application of ordinances does not have to be entirely black and white. Please realize, though, that a no-contest LID does not really "save" me $5,446 as it states in your letter, Ijust get to postpone that payment until such time that the City decides it wants me to complete the improvements. Although I am grateful for the opportunity to postpone that portion of the payment, there is still an excess of $20,000 associated with improving the lot. My understanding at the time I purchased the lot was that it would cost a total of roughly $10,000, half of which would be required immediately. This understanding was based on a meeting my father and I had with you approximately two years ago. We have the notes from that meeting. Part of the justification for reducing the building requirements was a realization that the economics do not make sense. The lot had been sitting vacant for ten years, largely because the improvement costs added 20% to the cost of acquisition. With assurance that these would be reduced, I went ahead with the purchase. Thank you for pointing out that the sidewalk requirement was included on the building permit. Since my contractor picked up the building permit and is responsible for building the house to code, I never looked through it until now. I did not expect it to contain any information that would be news to me. Since most residents do not have an encyclopedic knowledge of the city ordinances, a letter from the City to the homeowner that contained a copy of the building permit and outlined the appeal process would have been very much appreciated. Could you please provide information at this time on how this process works? Your letter states that Milwaukee Drive is part of the waterfront trail system. While this is true, I have learned from the County that the plan for the Olympic Discovery Trail in this neighborhood is to use an eight foot bike lane on the south shoulder of the street. So if anything, Milwaukee Drive being part of the waterfront trail system reduces the need for a sidewalk on the north side of the street, since there is going to be capacity for substantial pedestrian traffic on the south side of the street. Although I appreciate the clarification on some of the ordinances relative to this case, I was frustrated that there was no mention of what I consider to be the real issue here: the sidewalk would not go anywhere. More importantly, it can not go any further west without extensive excavation. Even on my own property there are at least two cedar trees that would have to be ~', ~ \"- \, ( '''''"- h: uprooted, and the City placed the water connection, the phone connection, and the cahle connection right where the sidewalk would go. The edge of my property, where they are supposed to put it, is at least 24 feet further north. While I am perfectly willing to contribute my share to a useful sidewalk that links the Milwaukee Drive neighborhood to N Street and beyond, it is extremely frustrating to be singled out to contribute so heavily for a project with so little benefit. I can see that further discussion is going to be required. I would be happy to meet with you any time after 4:00 pm on any day of the week, preferably at the construction site so that you can get a feel for the context of this project. Alternatively I can be reached at 461-4379 (cell) or 452-5095 (work). My employer has a loosely-enforced business-only calling policy, so although I can talk briefly at work, I would prefer to wait until after 4:00. My father, John, is also very familiar with this situation and he is more free to talk during the day. He can be reached at 928-3341. Thank you very much for your thoughtful attention in this matter. Sincerely, (' 1/5/ --l ~ fk.. ( Sean Halber CC: Trenia Funston, Nathan West s ~....,. CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION :121 EAST 5TH STREET. PORT ANGELES. WA 98~62 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 04-00000370 Date .938690 606 MILWAUKEE DR 06-30-00-1-0-3910-0000- RES NEW SFR 1/06/05 RS9 RESDNTL SINGLE FAMILY 111612 Owner Contractor HALBERG, SHWAN 1316 WEST 5TH STREET PORT ANGELES (360) 461-4379 Structure Information Construction Type Occupancy Type Other struct info WA 98363 CLIFF SMITH CONSTRUCTION 3249 REGENT ST. PORT ANGELES (360) 457-6950 NEW 2198 SF SFR TYPE V ~ON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98362 5.60 V-N 2.00 1. 00 24350.00 1367.50 1367.50 1. 00 ~ ~ ~ ---------------------------------------------------------------------------- Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL DAVIS ELECTRIC DAVIS ELECTRICAL 90.10 1/06/05 7/05/05 Plan Check Fee Valuation .00 o \ Qty 1. 00 1. 00 Unit Charge Per 78.7000 ECH 11.4000 ECH ........ EL-RM-0-200 1ST SRV FEEDER EL-METERS REMOTE INSTALL Extension 78.70 11.40 \' ~ t ~ ---------------------------------------------------------------------------- Special Notes and Comments 10' front setback approved by variance - 60' required from top of bank, other setbacks and lot coverage good for SF residence in RS-9 zone Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36,050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. A residential fire sprinkler system shall be installed per NFPA 13D will be required. 2nd ~ption is to install an out side alarm bell that is eletronicly connected to the residence's smoke detectors. The alarm bell will be painted red in color and identified as lIFire alarml1 Electrical load calculations and elctrical permits are required. Any modifications to the City's electrical facilities will be at the customer's expense. Sidewalk to City standards required for school walking R , COMMENTS/ACTION NEEDED ELECfRlCAL PERMIT INSPECf.lON RECORD CALL 417~735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER. INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE r INSPECTION TYPE DATE 1 ACCEPTED COMMENTS r YES T NO IJI'Il:H ROUGH-IN I COVER ~r..K vlCb FINAL --... GENERAL COMMENTS: PW-1102.lS (4196) 'tI "14;....,. CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION .~21 !--:AST 5TH STREET, PORT ANGELES. WA 98162 Application Number . . . . . 04-00000370 pin number . . .938690 Page Date 2 1/06/05 ---------------------------------------------------------------------------- Special Notes and Comments route on North side of Milwaukee Dr.. Construct to City Standards. No concrete with exposed aggregate is allowed in the City road right of way. ---------------------------------------------------------------------------- Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 90.10 90.10 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 1864.60 1864.60 .00 .00 COMMENTS/ACTION NEEDED ELECfRICAL PERMIT INSPECT.lON RECORD CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COJlER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE COMMENTS NO -' GENERAL COMMENTS: PW-ll02.1S [4196) ~ORT.ANGELES WAS H I N G TON, U. S. A. PUBLIC WORKS & UTILITIES DEPARTMENT 5,2006 Sean Halberg East Beach Road Angeles, W A 09363 ~: Milwaukee Drive Improvements Dear Sean: 'The City of Port Angeles would accept a performance and payment bond or an assignment of savings for the required Public Works improvements abutting your residence at 606 Milwaukee . Drive. The improvements shall consist of street paving, curb and gutter including a 6' wide sidewalk along that portion of the frontage your residence for a distance of approximately 235'. The bond or assigned saving amount for the improvements shall be $11,000. l)"pon acceptance of the bond or assigned saving the completion of the improvements shall be no later than September 1,2006. Please call if you have questions. Sincerely, fl-+-. ~ ~ Gary Kenworthy P .E. Deputy Director of Public Works / City Engineer cc, Glenn Cutler, Jim Lier]y, Trenia FlUISton N:\PWKS\ENGINEERIBuilding Correspondence\Halberg Milwaukee Sidewalk.doc.] 321 EAST FI FTH STREET · P. o. BOX 1150 · PORT ANGELES, WA 98362-0217 PHON E: 360-417-4805 · FAX: 360-417-4542 · TTY: 360-417-4645 E-MAIL: publicworks@cityofpa.us fVORr~ $~O~~~ ~ ...~ ~ 'tot~ CITY OF PORT ANGELES DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 04-00000745 Date .805645 606 MILWAUKEE DR 06-30-00-1-0-3910-0000- ELECTRICAL ONLY 8/31/04 RS9 RESDNTL SINGLE FAMILY o Owner Contractor HALBERG, SHWAN 1316 WEST 5TH STREET PORT ANGELES WA 98363 (360) 461-4379 DAVIS ELECTRICAL 453 WILLIAMSON RD SQ PORT ANGELES WA 98362 (360) 683-3842 Permit ELECTRICAL TEMPORARY SERVICE Additional desc 60 AMPERE/ DAVIS Permit Fee 42.20 Plan Check Fee .00 Issue Date 8/31/04 Valuation 0 Expiration Date 2/28/05 .00 .00 .00 ~ "'- ~~ ~~ \'" '" ~~ ~~ ~~ ~~ ()\ Qty 1. 00 Unit Charge Per 42.2000 ECH EL-TEMP SRV - 0-60 SRV FDR Extensipn 42.fO Fee sununary Charged Paid Credited ----------------- ---------- ---------- ---------- Permit Fee Total 42.20 42.20 .00 Plan Check Total .00 .00 .00 Grand Total 42.20 42.20 .00 Due ~ 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. () ~e~ g-~'3(~o'\, Signa re of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T,\PLANNlNG\FORMS\1102.15 [11114/2003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE 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 FOUNDATION: FOOTINGS WALLS FOUNDA TION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN I PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL HEA T PUMP GAS LINE WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engineering Division) SEP ARA TE PERMIT #'s: WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'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 glz? /p&( de/) 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:\PLANNING\FORMS\1102.15 [11114/2003] CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street — P.O. Box 1150 I Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 Date: p 1 X 1 & 2 Single Family Dwelling RECEivE MAY 15 2pi4 ELECTRIcAL INSPECDON,5 Plan Review May Be Required Please Complete Electrical flan Review Information Sheet Job Address: Building Square Footage: description of above U& k<e bl 3 'r i pal A 04 U '�. f C Owner Information Contractor information Name; t? f` Name: Mail! Aloes: . - Mailing Address: CityX -- State: Zip: 0' 01 City: State: Zip: Phone: t4 L Fax: Phone: Fax: License # 1 Exp. License # I Exp. item Unit ham a City Total 0Y. ultiolied by Unit Charae] ServlcelFeeder 200 Amp. $120.00 $ ServicelFeeder 201.400 Amp. $146.00 $ Service/Feeder 401-600 Amp $ 205.00 $ Service /Feeder 601 -1000 Amp. $ 262.00 $ Service /Feeder over 1000 Amp. $ 373.00 $ Branch Circuit W/ Service Feeder $ 5.00 $ Branch Circuit W/O Service Feeder $ 63.00 $ Each Additional Branch Circuit $ 5.00 $ Branch Circuits 14 4, $ 75.00 111 $ '7 S Temp. Service/ Feeder 200 Amp. $ 93.00 $ Temp. Service /Feeder 201.400 Amp. $110.00 $ Temp. Service /Feeder 401.600 Amp. $149.00 $ Temp. Service /Feeder 601 -1000 Amp . $168.00 $ Portal to Portal Hourly $ 96.00 $ Signal Circuit/ Limited Energy -1 & 2 Family Dwelling $ 64.00 $ Manufactured Home Connection $120.00 $ Renewable Electrical Energy - 5KVA System or Less $102.00 $ Thermostat $ 56.00 $ Note: $5.00 for each additional T -Stat NEW CONSTRUCTION ONLY: First 1300 Square Ft. $120.00 $ Each Additional 500 Square Ft. or Portion of $ 40.00 $ Each Outbuilding or Detached Garage $ 74.00 $ Each Swimming Pool or Hot Tub $110.00 $ 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 296 -466, 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 # t y -� � X Dated: 011011202 G` ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 Application Number . , . . , 14- 00000566 Date 5/15/14 Application pin number 739026 Property Address 606 MILWAUKEE AR ASSESSOR PARCEL NUMBER; 06-3D-00-1- 03910- 0000 - Application. type description ELECTRICAL ONLY Subdivision Name . , , . , . Property Use , , , , , , . . Property Zoning . , , . . . . RS9 RESDNTL STNCLE FAMILY Application valuation . . . . 0 Application desc --- -- - -- ------------------------ Garage and Basement addition Owner Contradtor HALBERG, SHWAN OWNER 1316 WEST 5TH STREET PORT ANGELES WA 96363 (36O) 461 -4379 Permit , , , ELECTRICAL ALTER RESIDENTIAL ------- Additional desc 1 -4 CIRCUITS Permit Fee 75.00 Plan Check Fee .00 issue Bate 5/15/14 Valuation , , . , 0 Expiration Date 11/11/14 Qty Unit Charge Per Extension BASE FEE 75.00 Fee summary Charged - -- Paid 'Credited ----- - - - - -- Due Permit Fee Total 75.00 75.OD 00 00 Plan Check Total 0o .00 .00 .DO Grand Total 75,00 75.00 .00 .00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contra_ ctor X Date: G:IEXCHANGEWILDING