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HomeMy WebLinkAboutBLD2002-00458 • BUILDING PERMIT It Jefferson County Department m 621 Sheridan Street, Port of TownsendComunity, WADevelopment 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD02-00458 Received Date 08/14/2002 SITE ADDRESS: 64 ROCKY PT RD Issue Date 09/16/2002 BRINNON, 98320 APPLICANT: R A CHAPMAN PHONE: OLIVIA CHAPMAN 14002 NE 117TH AVE VANCOUVER WA 98662-1280 SUBDIVISION: Block: Lot: T 9 PARCEL NUMBER: 502294007 Section: 29 Township: 25 N Range: 02 W CONTRACTOR: BISHOP BROTHERS CONSTRUCTION PHONE: (360)385-2441 PO BOX 417 PORT HADLOCK WA 98339 Contractor's License: BISHOBCO93D6 Expires: 12/14/2002 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION RESIDENTIAL REMODEL K UUIKtU INSI'tL:I IUNS: [11 SETBACKS / Footings: OK 11/4/02- At [W Foundation: ®1i 101162_ At [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: 44tw ---..-t 0 'fi,-2,--IkT [Vl' rami .i• um. ,: Fe.t9"-o- esJirn# toe( Z/Z©l0.7 P:q: . "-RN/vet,- etc ,r z env) fot/3`©3 a d [ i ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: /j /,_",7 [ ] Septic Sy em Final Approval: [ ] Zoning Final Approval: [ ] Final/Occupancy Approval: i/( 4or 47 n a.,1 li g d3 HEALTH DEPARTMENT APPROVAL RE UI D P OR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. - 4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY akUILDING PERMIT APPLICA N BLRD02-0044eview e58 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00458 Received Date: 8/14/2002 SITE ADDRESS: 64 ROCKY PT RD BRINNON, 98320 OWNER: R A CHAPMAN PHONE: OLIVIA CHAPMAN 14002 NE 117TH AVE VANCOUVER WA 98662-1280 SUBDIVISION: Block: Lot: T 9 PARCEL NUMBER: 502294007 Section: 29 Township: 25 N Range: 02 W CONTRACTOR: BISHOP BROTHERS CONSTRUCTION PHONE: (360)385-2441 PO BOX 417 PORT HADLOCK WA 98339 Contractor's License BISHOBCO93D6 Expires 12/14/2002 REPRESENTATIVE: JOHN SWALLOW PHONE: (360)385-2441 PO BOX 417 PORT HADLOCK WA 98339 PROJECT DESCRIPTIOP RESIDENTIAL REMODEL TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ALT MAIN: 756 VALUATION 55,000.00 ADD'L: 226 HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: 1 Exist: 1 Wetland Erosion Prop: 1 Prop: 1 Seismic Streams Total: 2 Total: 2 Flood Way Floodplain Routing Date: F&W Landslide 1 /00- Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $678.75 MAM 08/14/02 49391 APPROVED Plan Check $441.19 MAM 08/14/02 49391 State Building Code $4.50 MAM 08/14/02 49391 SEP 1 6 2002 Potable Water Application $50.00 MAM 08/14/02 49391 Jefferson County Planning Total: $1,174.44 & Building Departme t 0 0 Stormwater Calculations IMPERVIOUS SURFACE NEW EXISTING Structures (all roof area) sq/ft Structures(all roof area) G�SO sq/ft Driveway sq/ft Driveway 8 sq/ft Sidewalks sq/ft Sidewalks d sq/ft Patios sq/ft Patios %' sq/ft Covered/Solid Decks sq/ft Covered/Solid Decks G sq/ft Other sq/ft Other sq/ft Total New sq/ft Total Existing /CCU 3 sq/ft TOTAL NEW+TOTAL EXISTING* I(70 3 sq/ft *This amount will be used to check total lot coverage Please also indicate the amount of land disturbing activity, in addition to the creation of impervious surface, that will take place: LAND DISTURBING ACTIVITY Drainfield area cleared 4— sq/ft Well, Structures, Utilities, etc. t— sq/ft Driveway sq/ft Other C� sq/ft Total Land Disturbance (r)- sq/ft r �,. if , Fm rI lip,- r. —1EJ � !.' AUG 1 4 2002 . JtFFtRSUN COU"JTY 1 PT. Or CUF,7pr UNl(Y D[VEL A,. -- • OP,1�NT 4„SON C,J --__ z Jefferson I In artmont of r Mlll Development ww e� �______5) T 621 Sheridan Street,Port Townsend WA 6836813601376-4450 ti n� o 0 4- .. 0 0 rm O� Ap p cal, on m ,.....) "d z o� I Project Description: .n i . ci, , Bui�ld�i�Type: l Project Type: Frame Type: v�Single Family ��? _ New Wood Garage Attached/Detached o Addition Steel - Modular t- tio /Remodel — Concrete ▪ Commercial Repair _ Masonry • Multi-family/#of Units Demolition 7 Other: - Industrial _- Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: / Choose one: Existing: _/_ Existing: / - Sewer , Community System Oil Proposed: __LJ _ Proposed: - I — n vidua1 System Woodstove - Propane Total: co7_ Total: o2 If not sewer,fill out the following: Heat Pump -' Conventional er uv�,� Other Permit# SEP (�Cf y Water Supply: - Private well - Two Party Well''. Public:Name of water system: Square Footage: }� _ For Office Use Only' N v L� R Main Floor / Consistency Review , —MO" 2ND Floor �� /6 Base fee (p 1 R.-7S 3rd Floor Plan Check fee—65% LI L i . 19 Htd Basement State Surcharge fee L{ - So Unhtd Basement r' Subtotal I I 2 L/ 14 y Garage/Carport z Pot Water Review fee 0(, 00 Decks 911/Rd Approach fee ._ -- �— Commercial TOTAL 12.OS . 1-1 Li Industrial Receipt# 4 q 3 ql I Other Cash/Check# / U 3 Total Valuation: Initials Or Date 16/ /It l 4 Z Estimated ost. - n rnr) If within ' of the Shoreline Distance to Bank or Ordinary gh Water Mark ft. Bank Height ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. C/ Signature: — F Date: OP'��` .OVER O' H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 /. . iir • Exls i j • DRAINFIELD MANIFOLD & VALVE CONTROL BOX CONSTRUCTION NOTES: LOCATE ABOVE HIGHEST RESERVE FRENCH 0 1. CONSTRUCTION SHALL CONFORM TO Way Rock)" UNLESS SPECIFIED ON CONDITIONS OF PER\.. IBLE FOR = 3p. "--:-....---,-..71":„.., pp'NT ROgD FOR CONSTRUCTING THE SYSTEM2. ENGINEER SHALL BE S DESCRIBE: \ �� �j RESPONSIBLE FOR THE QUALITY AND FUNC y a a" �� INSTALLER SHALL CERTIFY THAT NE SYSTEM. Q�/J/ 1 i RECEIPT OF ANAL PAYMENT FROM THE PER,. / // / PROPOSED DRAINFIELD & ALTERNATING THE WASTEWATER SYSTEM IN ACCORDANCE a RESERVE. SEE DETAILS SHEET 3. 3. INSTALLER SHALL NOT EXCEED SPECIE!=_ \ / / ./ / /.. I THE ENGINEER. IF DURING THE COURSE OF �'� 1.. •���j "' /�i/ \ THE SYSTEM, CONSTRUCTION SHALL BE SUE- /y� /a / /,. /. 100% PRIMARY & RESERVE AREAS. CONDITIONS SHALL INCLUDE GROUND 'WA TER. t/Q�/ice// / / / / \ MAY BUILD OUT AT OWNER'S DIRECTION 4. ANY DEVIATION FROM THESE PLANS SH1. h ti ry"V At// // / , CF THE SYSTEM COMPONENTS SHALL BE DO hv1v / ! ,,! 5. INSTAI I FR SHALL NOTIFY THE ENGINEER AND DETERMINE IF THE SOIL IS DRY ENOUO!- ' 6. INSTALLER SHALL FINISH GRADE TO DIVE ?ss TP 2 1.1 11 1.5"0 TRANSPORT PIPE 7. ALL EXPOSED SOIL SHALL BE SEEDED 'W', \O '�\ ` W/ CHECK VALVE EXPOSED SOIL WITH 2' OR MORE OF SEEDE \ ° /45' TPLL 8. DRAINFIELD & RESERVE AREAS SHALL NC_ � �/� ao, y `�G \ 4'0 SLEEVE OVER SEWER 9. THE DRAINFIELD TRENCH BOTTOM MAY Sr � o. pARK \� PIPE WHERE CROSSING EXCEED 1/2"± FROM LEVEL. t+ ROAD i7 ` T.MIA. WA,TERL� 10. AFTER PERMANENTALLNEC POWER IS CONNECTNTS. ,(JQ',f ,(, SHALL MAKE ALL NECESSARY ADJUSTMENTS. r ± R PZ. \ POWER POLE.L�1 CiS1. 6L- 11. INSTALLER SHALL READ THE ATTACHE: 1.i.f OGYicy-i ��� GUY WIRE i l ` �f C�yiCi WASTEWATER SY it `�'V� ANCHORS- 1 PROPOSED SAND FILTER J 1 elS 0 5 SYS7E 1.5"0 TRANSPORT PIPE PEAK DAY DESIGN CA v y W/ CHECK VALVE �n EXISTING AVERAGE DAY DESIGN Cr 71.Z GARAGE DESIGN WASTE STRENGTH a 18"0 TREES (SAMPLED AT SEPT' v 4"0 GRAVITY OUTLET B p /LINE \`nZ 0 C.O.• f .. E-- PROPOSED SEPTIC TANK 1 0\ TEST PIT 1 (3' TO BEDROCK) SEPTC 24"0 TREE .3 ROPOSED PUMP CHAMBER EFFLUENT ' PUMP CI- EXISTING i� GRAV C RESIDENCE LOCATE, PUMP, CRUSH LID, TRANSPCr O\� -O & FILL EXISTING SEPTIC TANK PUMPS CONTROL p 1` cr `� tow- 1 0. DECK Z _ APPLICATiC ROCKY 49'f ` HIGH WATER MARK- RETAINING ROCKY NWALL i NTROL 1�M$t? S= CONCRETE BOAT RAMP WITH L 1,(L HIGH WATER MARK STAIN GRAVEL SHORE-... L.� �(}• PU uFLOAT S -7,-.). t.. SC �f [' �_;__i' _tl I a � .dJ• '�}L{ APPLI+ ATi C. I , J�� .7.. IYU+' i' WEN ts) AUG 1 4n!1? i U U �1, c.,kc;(' i ..._. to/1 - -2(P JEFFERSON I I--- D L A \ fl0.03)-BeCC- L.'s DEPT. OF CO"r!MUNlil ) LOCATION OF SITE FEATURES ARE APPROXIMATE SI -4 SCALE: 1" = 30' `\ 1 L- G 7 CON1ROl FLOAT `: S . ``"- I .- i / --,//�/.S, �_ PUMP FLOAT S,