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HomeMy WebLinkAboutBLD2000-00821 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD00-00821 Received Date 12/22/2000 SITE ADDRESS: 2075 DOSEWALLIPS Issue Date 07/18/2001 BRINNON, 98320 Expiration Date 07/18/2002 APPLICANT: HORIZON HOLDINGS PHONE: 808-322-2501 C/O KEN SHOCK PO BOX 234 BRINNON WA 98320 SUBDIVISION: Block: Lot: T 3 PARCEL NUMBER: 602284005 Section: 28 Township: 26 N Range: 02 W CONTRACTOR: OWNER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION GARAGE WITH SATELLITE BEDROOM REQUIRED INSPECTIONS:[4 Setbacks (Shoreline Setbacks):‘4 1 O�'L -- 4i 2 7 �� `'f7 p -, [1a Footings: 6,4-i 6(< �- - d( h ,� — / [ Foundation: (OOZ- ® - _, -p( /ti'" _ 1 _ pc/ Underrt0t?nd Plumbing/ ndepr d Insulation:�E7 ®lc- r 2 -o( /-4:g % Ic' rv-..-` Shear Wall: 0 ' 9 ''b _ b J [ r- Framing/Plumbing: c v. (a-A r-a, I [ ] Propane Tank/Lines: [ ] Insulation: ft IK_ s eP-t ,� is (, 10-'2.5--01 ["1 Sheetrock:/A/441A C/b CC' ,A-'11-'014< 1a-31I-117 [ ] Final/Occupancy Approval: UJ/(,O�thO e'%2.-wr HEALTH DEPARTMEN APPROVAL REQUIRED PRIOR 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 INSPECTION: Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS FOR CASE BLD00-00821 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 1/05/01 for the potential presence of Environmentally Sensitive Areas(ESAs) under the provisions of the Interim Critical Area Ordinance(ICAO). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Seismic Hazard Area, Landslide Hazard Area, Susceptible Aquifer Recharge Area Type I Steam. 2.) Susceptible Aquifer Recharge Areas are those with geologichydrologic and a y that promote rapid infiltration of recharge waters to groundwater aquifers. 3.) Aquifer Recharge Areas in Jefferson County are characterize and conditions formations that allow percolation of the surface water into thQeed soils p and th undo lyin e g zone of saturation. Aquifers are geologic formations that contain suffici nt saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 4.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil geologic material, and groundwater that may combine to create problems with sloptype, stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 5.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 10-feet shall be measured perpendicularly from the top or toe of the geologic hazard. 6.) Prior to and during approved construction activities, the perimeter of the landslide h area buffer shall be marked with a temporary sign. The sign shall be placed in such aard manner that it can be directly observed from the construction area. The sign shall contain the following statement "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 7.) A vegetative buffer of 10-feet shall be permanently maintained from the top or edge of Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of t the he Landslide Hazard Area. 8.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 9.) Among the native conifer species which may include, but are not limited to: Grand Fir(A bes grandis), Sitka Spruce (Picea S t hensis Shore Pine(Pinus Contorta), Douglas Fir(Pseudotsuga enziesii), Western Red Cedar (Thuja Plicata), and Western Hemlock(Tsuga Heterophylla). ) Among native tree species which may be used includes: Vine Maple(Acer Circinatum), Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone(Arbutus Menziesii), Quaking Bitter Cherry Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), (Rhamnus u(rshiana)E Pacific Willow(Saliz marginata), Oregon White Oak ( Scs Ga rryanlo Cascara Scouleriana). ), and Scouler's Willow(Saliz Among the native shrub species which may be used are: Sevice-Berry Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal(Gaultheria Shallon), Ocean Spray (Holodiscus Discolor), Indian Plum(Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), (Sambucus Racemosa), Snowbe P), Red Elderberry (Vaccinium Ovatum), Red Huckleberry(Vaccini`um Parvi olurpos mEvergreen Huckleberry 10.) All construction activities shall not encroach upon the buffer. This includes the storage preparation of materials. 11.) The applicant shall permanentely 9 or Buffer from the remainder of the subject property through boundary installing logs, trees,Hazard the Landslide a hedge row, or any other prominent physical marking approved by the UDC Administrator. 12.) The setback recommendations rendered through the Geotechnical Report exceed thosee required under the Jefferson County Interim Critical Areas Ordinance, therefore, no additional setbacks are required for the the Type I Stream. 13.) The applicant is proposing to create or add less than 3,000 square feet surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development requires thatyour proposal of impervious andP pos adhere to Best Management Practices to control Code sedimentation t i ropoerosion. 14.) The project shall adhere to the Best Management Practices erosion and sediment during construction. BMPs shall address stabilize soil exposed (BMPs) to control stormwater, and drainage during construction, and in the design and �a operation measures to 15.) The site plan as submitted with the buildinga of sto rmwater consistency under the UDC, and has beenapprovedapplication by Jefferson Countybeen reviewed for Any modifications, changes, and/or additions the stamped,, approved site plan dated July 16, 2001 shall be resubmitted for review and approval by Jefferson County Department of Community Development. F BLD_Permit_Buildng.rpt 10/29/19 /VW,. 4.�/rreS, 1,1e) Go F� ,PECIAL CONDITIONS FOR CASE BLD00-00821 � � 7 DrL 'to !SS 04-A ci Al 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 1/05/01 for the potential presence of Enwronmen , Areas (ESAs) under the provisions of the Unified Developme Code O '' — initial Geographic Information Systems mappingewensitive inspection, the following ESAs were confirmed orbe'p presanent on the (UDC erty: an stigative to e Seismic Hazard Area, Landslide Hazard Area, Susceptible Aquifer Recharge Area andType I Steam. Area, 2.) Susceptible Aquifer Recharge Areas are those with geologic and h a ye. - ^ that promote rapid infiltration of recharge waters to groundwater aquifers. L oa 3.) Aquifer Recharge Areas in Jefferson County are characterized r hydrologic conditions /�- z/o—�jS' formations that allow percolation of the surface water into the soils and theS�Ln by porous geological zone of saturation. Aquifers are geologic formations that contain sufficient saturated q underlying 7 ➢& 10 permeable material to yield significant quantities of water to wells and springs. serve as the source of drinking water within most of the rural portions of Jefferson County. 4.) Geologically Hazardous Areas in Jefferson County Co Aquifers �n . . 30s geologic material, and groundwater that may combine to create problems with slope 77)ty � (0 / 30 / stability, erosion, and water quality during and after are characterized by slope, soil type, such as earthquakes or severe rainstorms. construction or during na I events �� 5.) A Geotechnical Report was submitted in conjunction with this applica. T addressed the stability of the geologic hazard area. A setback of measured he report Perpendicularly from the to or toe of the -feet shall be P geologic haz rtEo- pe„yep��, 1 Qoa sulfa uc e y 6 ) Prior to and duringapprovedn 7/Zp o / construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall the following statement: "Landslid`•zard Area and Buffer- Do not Remove or Existing Vegetation." contain a 7.) A vegetative buffer of �� ` �. Altereet shal be .ermanently maintained from the top or edge of Landslide Hazard Ar a. All buffers shall be measured perpendicularly from the top Landslide Hazard Area. 9 the ar, 8.) Buffers are areas that shall be maintained in their natural condition, however, of the pruning or alteration of vegetation may be permitted as long as the function7/2-0/0 ` of the buffer are not diminished. minor and character 9.) Among the native conifer species which may be used in buffers or for re-veget include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitc Shore Pine(Pious Contorts), Douglas Fir(Pseudotsuga Menziesii Red (Thuja Plicata), and Western Hemlock (Tsuga Heterophylla). ), Western Cedar ensis) Among native tree species which may be used includes: Vine Maple Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii , (Acer Circinatum), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocar f/���� � Bitter Cherry (Prunus Emarginata), Oregon White Oak (Rhamnus Purshiana), Pacific Willow(Saliz Lasiandra),(a d Scou ea s WilloCascara Sa iz Pa). Scouleriana). ( hz j Among the native shrub species which may be used are: Sevice-Berry(Amalanchier Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallonl�Sa� Spray (Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebarker (Physocarpus Capitus), Red Flowering Currant(Ribes San uin ) Ocean Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix 9 , Red Wild Rose (Rosa (Sambucus Racemosa), Snowber P�), Red Elderberry (Vaccinium Ovatum), Red Huckleberry(Vaccinium P vAifoliubus), Evergreen Huckleberry �,. 10.) All construction activities shall not encroach upon the buffer. This includes the preparation of materials. a 11.) The applicant shall permanently separate the boundary of the Landslide Ha storage or Buffer from the remainder of the subject property through installing logs, trees, a row, or any other prominent physical markingapprovedHazard Area by the UDC Administrator.hedge • • 1 Jefferson County Department of Community Development z ON cow 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 4 '*`. Universal Plot Plan .1SkTNa` - Fill in the following blanks as completely as possible: Project Description: GApt 6� - 6u�=-- r A 6- aDtkriao l 9 Digit Parcel Identification Number (from your tax statement): 6, D Z2-8 9 4, 0 5.- Site Address o S&wA-(44 s 911#: ZC 7"$ Roa Name: Zip Code: ` Z Legal Description Subdivision Name: Block: Lot(s): T 3 Section: Z8 Township: Range: if!) Z w 2 G Parcel Size (acres or square footage): 5. 4 C2 Pro O � v �h► -' / PAYwner: � Hat pity Gs' PhonemO cf., .,ZZ_�s...o( Mailing Address: Q O . 3 O2 U / X /2 / ` r. Cook f Wi ?K7-0y Applicant/Occupant: Phone: (if different from owner) KEALUFfi{ ci4 btk 6.E.Ju . PernriSelL. f 4. vi e Mailing Address: .C7e Authorized Rep: ` Phone: Mailing Address: , ! General Contractor: Or Manufactured Home Installer: O wev alll(�asx._ Phone: Mailing Address: Contractor's State License Number: Expiration Date: Septic Designer: // LZi `(itJ'�� Phone: �� s, I c�t'Z 9 Mailing Address: .AFehitett:/E eer: y A �'\e- /�r,,� Phone: V� ��i�Iyvrs�Nv 7r‘- '(� (Ks- Mailing Address: / 3 c) `Jt fA,V� !/ zo/1-' In/ &ft/ V J _ / Loan Lender/General � � Phone: Contractor's Bond Holder: Mailing Address: FOR OFFICE USE ONLY Fire District: Planning Area: School District: Zone: 1 1 1/00 H:\home\pincntr\forms\universal plot plan . , 4 9 ILDING PERMIT APPLICATt Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00821 Received Date: 12/22/2000 SITE ADDRESS: 2075 DOSEWALLIPS BRINNON, 98320 APPLICANT: HORIZON HOLDINGS PHONE: 808-322-2501 PO BOX 1220 CAPTAIN COOK HI 967041220 SUBDIVISION: Block: Lot: T 3 PARCEL NUMBER: 602284005 Section: 28 Township: 26 N Range: 02 W CONTRACTOR: OWNER PHONE: ARCHITECT/ ENGINEER : PROJECT DESCRIPTION: GARAGE WITH SATELLITE BEDROOM TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 676 VALUATION 45,478.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 842 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 2WELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 1 Prop: 2 Seismic Streams Total: 1 Total: 2 Flood Way Flood Plane F&W Landslide Routing Date: / Z ZZh° Shoreline Aquifer V Forest: Commercial Rural —Proximity flat C; d tions Type Amount Paid By: Date: Receipt:— Approved/Date Permit $603.35 ZAN 12/22/00 35666 APPROVED Plan Check $181.01 ZAN 12/22/00 35666 State Building Code $4.50 ZAN 12/22/00 35666 Potable Water Application $27.00 ZAN 12/22/00 35666 JUL 1 3 2001 Total: $815.86 1EFFE ON COUNTY DEPT.OF C MUN MENT SIGNA • is\F_BLD_App_Bld.rpt 10/29/19 DEC-20-2000 01 :04 PM KEAUHOU ALII REALTY 808 328 9597 P. 02 • • # , Jefterum Canty DeperteentetCommunity levalopeeet $21 Sh r!den Street Pert TOWNeeI WA$1311(31W a te00024, C'cka. ~� prrM? 0 ato q IN . Pro ect Description: mimpor• l l: Sadia ' �8 g e 'IC Wood ew ❑ Single Family ❑ Addition ❑ Steel A Garage Attached/Detached ❑ Concrete I 0 Modular 0 Alteration/Remodel pair 0 Masonry 0 Commercial ❑ Demolition 0 Other. o Muld•family/'of Units O Industrial ❑ Otherdroop ._B�: Typeposal: Type of Meat Beckmann Case one: Existing: Existing. 0 Sewer ❑Community System '<Electricity 2 Oil pmposed: Z Proposed: --,i St Individual System 0 Woodstove ❑ Propane Total: Tom: I not sewer fill-out the following: 0 Heat Pump 0 Conventional 0 Alternative ❑ Other Permit.# SEP isememesemmr Water Supply: E0 Private well rid Two Patty Well C7 Public:Name of truer system r ( . CD: Al:: Square Footage: , ti��, .� ��� � Main Floor ! P Pm f/ R� �? , .t 4 FT 31o58,3z y" � w i cam' 2 Floors 1 �{ = 3'd Floor �? ,��• �M Htd Basement M }, .s r A q;� " Unhtd Basement Su 5 '1 •▪ `; Garage/Cargo ttMJ1' )d'92 "r c42'0 bt fteaieo5 fee, ' d Decks — _ 91 fate • '~ Commercial _.r .� *. �'y Y Industrial Other eis+Z Total Valuatiaan _ 44 4 5 f 418.3 2 22 Q© Or Estimated Cost If within 200'of the Shoreline, Distance to Bank or Ordinary High Water Mark �� f t.Battik H ' tl -h By signing applussion f a p awns a the information provErd hereinfmu r cornett to the o dwr Imoivl a AnY m�cu;al f�Uehood or gay ontisaon oftmserial faa made by the applicant/oveer with respect to this application packet may result in this permit being null and void I further egret to save,indemnify sod hold harmless Jefferson County against ill liabt7iries,jodp eats,court costs,tcasonabk am Wiser fees and expenses which nue in 'accrete against Jeffenot County Ps a result of a in eoasequmax of the geanang of this parrmtit I further agra to provide areas and right of entry to Jeffersonn County and it's employes,lreprtsentaives or agents for the purpose of application review and any required later inapeceotn. Access and right of awns the applicant' or attutture shad�be�equested and shall occur darning regular bu»nesshorns. / /� Signature: i`�s'L/ pate: ! ? r/d irC- a'Z P r 1 f . a o k le 0 I.s �1 O ' t m �ary►6°1° ..31 a.1- I n ', '.J • S . ® Z.'-- i:.‘/,..,„1\1\/02 °. ...'...... -.4 1. ' J,b 13 m�� lir \`/j\/ f q I _c 'Oft e.. 7 I U %Air li,-....; .*81'''Y\\ a 7,07". -7,4- .4.-zvel‘.,... p, 0 n`ril I a it . (") tz, v ..I $-1 O \\---' - , "A5.5(------",, m ♦ ,y Q �m o m Q 0 N 65.60' 0N SETBACK - O • D 0 SETBACK 4. _65�83' r*1 I D - / \/ rn r- (I) O 01. \:-.1: OZ H J a v° rn co llv , o;•pa�P_ r i'*� °N °,td O o e O ga Z • N• o u 1'; O IV .0 N i li ,a4 roal° 1211r *iv 4 a ....11rd.... .4 ,. r _.,. 11 12 O N 13 0 v �o v U(vv_SfiAf S 32.-O" 40BOX0 y1 IJ,. yy I4X6 POST a 1 III , Y? 5y GS F� 1 r Ye Fr 14'-0" 4 4 i 4 N O 4 N /A c� eV&A (.o�.� e / �TNEzE Two 0AGL L-TA)Es B EAcw WALL To HAVE ��) 10 A as M7'N, synnlosoAl srNo y oR }iTn� To pougLE 2x -ruDS AQo✓E TPZ0lA&4 DouBLE 2.,t *A 3x S-rL— PL 7 -O" 7'-0" 71-0. rvoTE sNSA.TR WALLS rNDrcA-rED 14'-o" CouT:rk) ovs PTH Rica -SOT'5T ADOVI=— AND EDNF— NAIL INTO GARAGE FLOOR PLAN 1/41.= 1'-0" 842 s./F. 4 MAIN FLOOR PLAN 676 SJF. i a m d $r a_ R v o� S o zv' N A LU W v J XW 6 0 SHEET TITLE O� O� Lw � �fl M SHEET DATAZ AWN BY, R,KED BY, MM 1140-11-00 TES 07/00 =1 KSFPM SHEET NUMBER 1 / Ill