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HomeMy WebLinkAboutBLD2014-00372 03 UILDING PERMIT APPLIC JN BLDI4-00372 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00372 Received Date: 10/15/2014 SITE ADDRESS: 180 SADDLE TREE DR PORT TOWNSEND, 98368 OWNER: TIMOTHY WHYTE PHONE: 360-379-5797 JANET WHYTE 180 SADDLETREE DR PORT TOWNSEND WA 98368-9537 9650 SUBDIVISION: Block: Lot: PARCEL NUMBER: 965000080 Section: 27 Township: 30 N Range: 1V1 CONTRACTOR: MILLENNIUM ONE HOMES INC PHONE: (360)385-4141 40 VANCOUVER AVE PORT TOWNSEND WA 98368 Contractor's License MILLEOH010MM Expires 7/15/2016 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION REMODEL INCREASE THE MASTER BEDROOM BY 84SQ FT. SEP00-00067 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 84 VALUATION ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 2 Exist: 2 Prop: 0 Prop: 0 Total: 2 Total: 2 outing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $234.00 SRE 10/13/14 151629 Plan Check $152.10 SRE 10/13/14 151629 POV State Building Code $4.50 SRE 10/13/14 151629 Total: $390.60 CT 3 2014 Jefferson County DOD \\tidemark\data\forms\F_BLD_App_Bld.rpt 10/15/2014 -S"' b, DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment }l N� 6 E-mail:dcd(a),co.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT#: BLD14-00372 APPLICANT: TIMOTHY WHYTE PHONE: 360-379-5797 JANET WHYTE 180 SADDLETREE DR PORT TOWNSEND WA 98368-9537 SITE ADDRESS: 180 SADDLE TREE DR Issue Date: 10/31/2014 PORT TOWNSEND, 98368 Final Date: 1/15/2015 SUBDIVISION: 9650 Block: Lot: PARCEL NUMBER: 965000080 Section: 27 Township: 30 N Range: 1W PROJECT DESCRIPTION: REMODEL INCREASE THE MASTER BEDROOM BY 84SQ FT. SEP00-00067 THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 1/15/2015 \\tidemark\data\forms\F_BLD_Occupancy.rpt 1/16/2015 , al APPROVED r.,,\ !,7:- «---- , ,, ,; 1_.;„ , ;! ; ,-,-- - SITE PLAN ----------!!! 1! ! !II !! ! OCT 20 2$ 4 KALA POINT DRIVE , ,...._ ,, , - .,, ■, i OCT 1 3 I: ; 113' . Tv-i-,, ,,:'.-1:....-:""'•'''''''''')" , , - I 1 ,.._ 1 -, .... __ — ....___ .._.L.L.':..1._,A.L.j1 i UNi 1Y D:1‘:-:.LOP•i.T NT 1 . JEFFERSON COL TY — DEPT.OF COli, UNITY i 14,7 LO' I SIGNATURE: lig_I 4 -41... .lit'...L..._.■ I 1 F--- -- —__ I I 1 \ _ _ I 1 \r I EXISTI% DRAIWIELD i I I ..,...rr,,--(,.- • ".- 1 \L ..:;•‘,-- '' 1 " J j______ ri ,;',0::40,,,,ifi-‘:- • r \ — s, I TING \ ,Cc'''N. '-'.1* t b •IP ' I 1# I , .411Z7e 5 I \-,\ ---,,tec I j // I -1‘1/4- ,i_____ _I 1.....;..•,.r , , ' 1,,,";1 I I ■ 1 I .4:?- „.-^'''.1 ' LA 1 r- -- -----. EXISTING HOUSE ( I -koli' I \ ( ; ") tr-c- ,. , t't I 7 I r--I I-- i I Th I , \ r-i I-1 11 I _ i 1 \ I i-142A-P 1 \ [ 1 \ EXIST .\,, . 1 \ \ \sETii4c4( Weil c, :,-' GARAGE EtuALX1 \ T . i S) -.(..1.6.Q Ct 6?..11t_Lc, .- ,.-2, :,.. ,k,tt . ‘, il E---6;5t I 2_C.!'' 2 '1.3cel(2-f:-.+- , 1 .! .! (.. i'''!!!4 EXISTING rt.t(C,C.,c Crf.,OVC) DRIVE , .:1 , ', ' l• ,' ..._.........17.1-1. - -ri--. .,---.:. t38' `1 ',I)(CC, --LI :::-'),-,---.)-. .7,.0 1 ier \. I c,c2-\ 21-) i :i-: i.-;(_iic/fiii „„--- - , SADDLETREE DRIVE Li .fi SITE L N"AN Ntoi2RTH U o G LIBRARY 0 0 r- 0 0 r—.. EX%G LIVING ExtG EXtG CLOSET M. BEDROOM ) e L:____. ,_ 7 I Ext9 BATH EXTG� EXTG M. BATH KITCHEN XTG II DEN ii— BEDROOM EXtG -- LAUNDRY r 0 .._... ExtG GARAGE SIDING 4 TRIM TO MATCH EXISTING —..N, is LATE EXtG - VERIFY s - FLOOR _ 4— .. ■ r r-', t l 't. l .---.. xis r, Rb P4 n (Mj ?(. clod t Al bh 1-- Ltor , 26'-6" EXTG - vERIFI / • 12'-6" I4'-0" EXTG - VERIFY NEW ADDITION / / 2'-0" 3'-0" // 3'-0" ) 3'-O" 2'-6" / B A 1E3 8 0050 3050 V 13 • EXTG EXTG ExTG w/ AUJNG 3050 w/ AUJNG -.1 1 FA Y __ f"f= -g-f.. REMOVE ExTG SIDING THIS WALL f COVER SHEATHING w/ NEW I/2" GU1E5 NEW M • ADD ARDU�o�N� `.� EXTG 4 .... 44 0 oa REMovE ExTCx WALL 4 WINDOWS A EXTG EXTG CLOSET M. BEDROOM BOOM EXTG CARPET UP 0 C iii el EXTG 0 []ExTG , w EXTG 34TH - EXTG c M. 13,41 o t—li L EXTG EXTG BEDROOM EXISTINS 1-+0USE = I,' . NEW AIDE:, ITION = e T TOTAL_ 1-40USE= = 2,0& E=> ISTINC .a.R,a.0-x E= = :;.CD — I 0 A 1=1) 1:::) 1T1 F ,LLS NOFZT1--1 SCALE: 1/4" es 1 ' - I I 'I OCT 1374 I. KALA POINT DRIVE I 1�, I �ci r�_r3s� w coUiTr _ _.,__ IL__ p:.PT OF OCMMUNI1Y DEVELOPMENT , -1 , ► I _ _ _ _ _ I--- I ► ---] I I _ _ , __ _ 1 _- - _- - ,,,-.42- �SFrv� _ 1 , -. -.. __ __ . .. &, r EXISTING 1 I ► I DRAIPFIELD I ► t- I .i r r \■ — EXISTING z_f'°f .1..`r O _ S kx PTICtANY --- I -S_ . J r-z, f -,..r.,1 \Q I EXISTMG j I I VV HOUSE I I i l � r i Cs .s 0 i„,, 0.1 I ► I--I ,---- ,3 I I r I I ,moo I I i i I_ I I py- �✓ r 1 1 Jr x I kTsi+ V ► I I }y e .... .,it. 1 EXISYNG K gi i' ; GARAGE I �I I /LJ - --S — — — — J '�2C2 S� I' Sad D�.Qe`��e, Pc clips-i9©oagzo DRIVE ti I ' c`'cu SZ9 eft y///7/A -pr.0,07,,ci etAcfic-at 4 3 62b-1450-& 1/zp J _ _ ____. _ ss ;3 f q S Reocipoolli SADDLETREE DRIVE I.1e('k`' NA-. etAftg.a&'OM- q 3(o a SITE L AJNI NORT4-I UM 111_ . ,.0 • • INSTALLER E i Cs f,r).. • PARCEL# . q41,5"OOOO II • Permit Owner U)a r 4,m Permit # See 00 -OO j,7 ABSORPTION AREA: DRAINFIELD TRENCH TRENCH ee TANK '#OF #GALJ LENGTH LiO WIDTH 3. DEPT i 2 SIZE I I 5 BEDRMS 2i DAY .360 . Tank _ Shroud/ IF PUMP AND PUMP CHAMBER REQUIRED: Size Screen • Float Arrangement ""-" ' • High water float–distance to top of tank/emergency storage — Dose drawdown(#of inches) #Gallons/Dose Timer/Dose Counter Info Pump Size/Manufacturer • I CERTIFY THIS ONSITE SEWAGE SYSTEM WAS INSTALLED AS DESIGNED,PER PLAN APPROVED I 2- .24 -03 731.1.44 ��I 1Z 7 DATE APPROVED INSTALLER SIGNATURE DATE 1)5' kill& 112b•'hr. _Ar'4— — - - eo' 1 A.2.' .►- It th -ems i $30 , 11 6 1 • V • 12 ) .{ JEFFERSON COUNTY DCD L �_ 'i 4�C 'm:12I,1yNFJE!T'MENT • • r� � KALA POINT OWNERS ASSOCIATION 'i\y `°= 1760 Kala Point Drive-Port Townsend,WA 98368 PH.34 $5-0814 1, REQUEST FOR ARCHITECTURAL COMMITTEE AiPROVA ,- 1 3 �� Date Application Received 1 I i E Deposit \' [] new home ,�'addition [) other Agenda date : i _. 1 Lot# g't Street . LE1 & � Proposed Start Date i N nc c, l VPI DTVrtOP IFNT Member Status 6y Applicant Address ($O S't 'i V rte. D� Agent Letter Member Phone 37?'-5?17 House Plans General Contractor (l4(U..u. U 44-4 € Site Plan Architect ,(LL LI N D BEZQ' Septic Permit Owner is assumed to be primary contact,(unless agent letter is attached)and Architectural Committee Correspondence will be addressed to the owner(or agent if authorized)with Septic Map a copy to Contractor,where appropriate. Roof Sample Siding Sample Color Sample Ext. light plan SPECIFICATIONS Roof drain plan MCCCM.C.MCCK<CCCC<KKKCCC<KL CCCCCKKCCKCCKCCKC<CCC<KKKKCC“,““< “,““CCCCCCKC<CCCCKCCCCC“,“,,CCCCKC<" Bldg.Permit The Lot Boundary Lines Must Be Clearly Marked. Utility Trench 1.Total inside square footage(heated area only) 2°g� Staked and Taped 2.E4erior siding erial(all sides 7.r--; ; 1 ,IA a T A ' House '�f r"--- 0/7-01,-A. it-L-P Driveway 3.Roof material Cc>Mt 0 19 5.t fir Primary Septic 4.Stain/Paint colors Siding Lot Lines Garage Doors _..—,•:, .. .' -t. Taped Trees Trim g Front Door. ' - ^l 'vr.) Gutters 5.TV Signal )lcable []attic antenna [] Satellite 6.Driveway material-culvert area 'concrete [] asphalt Remainder of driveway []concrete [] asphalt []crushed stone []other(explain) 7.Other special requests,remodels and explanations of your plans.(e.g.exterior fuel tanks,out buildings,sheds,etc...) The undersigned owner(s)hereby acknowledge that they have read the CC&Rs,and the current revision of the KPOA Architectural Policy and Guidelines(Policy)and agree to abide by the provisions of those documents.The owner(s)further represent that this is their final plan for which adequate financing is available to complete this project within the time specified in the Policy. No external changes may be made w'thout i rior written a' t..,&ea f the .4' i at Committee. Owner(s)Signature z -iw Date _ Date•, The general contractor hereby acknowledges that he has read the CC&Rs and the current Architectural Policy and Guidelines and agrees to abide by the provisions of those documents,as well as insuring compliance by subcontractors and suppliers. This includes the 25 mph speed limit within Kala Point. General Contractor Signature Title Company Date • The owner will be notified by mail of the Committee's decision.No work may be started before receipt of that letter.If copy is requested to be sent directly to the General contractor,supply mailing address below. (See reverse of this form) 02/01/06 1 • • Date: Dear The Architectural Committee reviewed and approved your request as submitted, modifications/comments as noted below: The Committee representatives assigned to your project is/are , who can be reached at should you have any questions. If a representative is not available, please contact the KPOA office, 385-0814, so that an alternate representative to assist you can be arranged. Sincerely, Chair, ARCHITECTURAL COMMI'1'1'EE cc: Committee Representative- 02/01/06 2 Standard Conditions for Resident•Development in Jefferson County 1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100,Automobile wrecking yards and junk(or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. This permit has been reviewed consistent with JCC 18.40.130& 140. Notice:this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 7. BMPs: The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 8. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine 2013-03-07 SFR_StdConditions 3/7/2013 1 Fisheries Service can levy p ties. Portions of Jefferson County, incluZSing marine waters, are included as "critical habitat'for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet(1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a"take"occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/)to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species"taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-09-065 FR_ 9/6/2013 2 7/31103 DEPARTMENT OF COMMUNITY DEVELOPMENT ADMINISTRATIVE WATER CONSERVATION MEASURES LIST To Promote Aquifer Recharge and Prevent Seawater Intrusion 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from storm water and roof catchments may be used for watering lawns and gardens. Unless catchments water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3_ Ground water withdrawn from each property should not exceed a rate of three (3) gallons per minute. 4. Install water-conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 5. Landscaping should include xeriscaping and native vegetation with minimal amounts of irrigation. 6. Use drip irrigation, soaker hose systems and root irrigation. 7. Use water basin techniques to water plants, shrubs and trees. 8. Routinely water deeply and less frequently. 9. Weed control is an important part of water conservation. 10. For your landscaping select drought tolerant plants, shrubs and trees stay away from heavy water consumers. 11. Limit the amount of irrigated lawn. 12. Mulch your garden as well as isolated plants,trees and shrubs. 13.Use shade and windbreaks to assist in water conservation. 14. Use low flow water closets, showerheads and water conserving dish and clothes washers. 15. Use rainwater catchment systems that corral rainwater from manmade surfaces and into storage. 16. Install water-conserving devices such as low-volume toilets and plumbing fixtures. 17. Only 400 gallons per day or less should be pumped from all exempt wells in Seawater Intrusion Protection Zones (SIPZ). 18.Water softeners that contribute salt to groundwater through infiltration should not be used in SIPZ. 19. Hose bibs (outdoor spigots)for outdoor water use should not be used in SIPZ. [end] PLEASE NOTE:DELETIONS MADE AT NY TIME. USE CURRENT LIST. ADDITIONS/ . ' • 0 ... P oaf Down$Fci.t.t, HO-43e / ..- Catch Basin / Ord Drain) T----- -AO' \--- 2 ---:- - ` • Dm:313ml --- .--,..., 0 DRY WELL 4810:h Dia meter Hole Filled with PLAN VIEW , iila-- asi-tel , - Drain RI* MIS .„---R cot Dohnspoti. , r--M Center of Ho I le i . ,S, Mt 1 carped PV Hoag ' /—cketfloy 1 or Cter mails t ......\. ..,,, —Si-ash Soc opsci \ i FILM with Stone ....,. , tri '—'40‘. Kiti:Ata , r ,, clikvitz, ler., 1,,, or.gAt "0, Nirt. 'eriZ,,Froitt4c-r xki -1 \ tr,,w rii'illitizik*Tfirii Fine Meah Screen--' ,'---- ..'—'L'11112;.4,:f4A- .W2, .07.4-4127glifiWatie Catch Basin ckci Drain) e t st AM 11 ) • 48 Irch Dia weer : A- )1%1- Side:.of Hole— ,4 Hole Filled with 1-; unedwith till 1i12-3''Washed Filtfr Fabric. 6 Drain Rol* a. V J LW* Min. VA:191m t'saat--. ,c1.B I DRY WELL H igh Cirou-rdwatsr Tabl9 SECTION --1- KIS Figure 3.1.4-Typical Downspout Infiltration Drywell Source: King County Volume III-Hydrologic Analysis and Flow Control BMPs-August 2012 1 3-9 • • Setbacks Local governments may require specific setbacks in sites with slopes over 40%,land slide areas, open water features, springs, wells, and septic tank drain fields_Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the following: 1. All infiltration systems should be at least 10 feet from any structure property line, or sensitive area(except slopes over 40%). 2. All infiltration systems must be at least 50 feet from the top of any slope over 40%. This setback may be reduced to 15 feet based on a geotechnical evaluation,but in no instances may it be less than the buffer width. 3. For sites with septic systems,infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. Volume III—Hydrologic Analysis and Flow Control BAI'IPs—August 2012 3-10 for Infiltration These slims are designed as specified below. • Drywells General 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impeimeable soil layers. 2. When located in course sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served.When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum)and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric(geotextile)must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25% (4:1).Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist, or engineering geologist, and with • jurisdiction approval. • Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-6 �gON �w bei JEFFERSO OUNTY 0 W -.,\\ ,..3 DEPARTMENT OF COMMUNITY' DEVELOPMENT _ _ r 71\ 17 _ CAI •. r DEVELOPMENT , ,f r � '-� `." "4 621 Sheridan Street • Port Townsend •Washington 98368 - C� 360/379-4450 • 360/379-4451 Fax ��I 67 www.co.jefferson.wa.usicommdevelopment -'-1 Master Permit Application 'MLA: - -- - _-----I r Project Description(include separate sheets as necessary): nr^,nFn,,r i t c�( n c Mcskr beds born w 94 5 Tax Parcel Number: cre,6" Gj� j _�— Property Size: /7 p 2,2, Sp- (acres/square feet) Site Address and/or Directions to Property: Property Owner(s)of Record: 7 4O77-rf U1, Am - -----E-41 - - rs' A qrcvGy z,O ,L�°' f Telephone: 36o 37? 5'74 7 Fax: email: v4jz r70� / 1,. Mailing Address:_rO & DLi2Ff bk./ {o e.A. LJse c<-15k- y$-y.$ Applicant/Agent(if different from owner): -- Telephone: Fax: email: _ Mailing Address: What kind of Permit? (Check each box that applies D Lot or Road Segregation 1738uilding ❑ Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) jg-Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a), C(d),or C]** ❑ Manufactured Home .❑ Mcdul;; ❑ Discretionary"D"or Unnamed Use Classification O Commercial* ❑ Special Use(Essential Public Facilities)** LI Change of Use ❑Boundary Line Adjustment ❑ Address ❑ Road Approach ❑Short Plat** ❑ Home Business ❑Cottage Industry ❑Binding Site Plan** ❑ Propane D Long Plat** ❑ Cigl ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑ Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑ Site Plan Approval Aovance Determination(SPAAD)* ❑ Shoreline Management Substantial Development** ❑ Temporary Use ❑ Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium D Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: 'ESIGNATION OF AGENT I hereby designate /1/1(L'IV k5A-4 0L ,ALtIA , to act as my a ent i m tters r ating to this application for permit(s). OWNER SIGNATURE '=�i t� Agiar �"�` �j� Date: S 2Z� �1 ,—�t_�/1iI/wi I 1 By signing this applicat.• orm,the ow -r/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his, her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent 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 pro .=- -«,-ss and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any r- •aired late ins•-cti• s. Staff's a ;- d right of entry will be assumed unless the applicant informs the County in writing at the time of the appl cation that _ ill '•T.sot / Signature: iOr�� �� / Z �e: �i— 21 `2 al y ,,,,.-i--The action or-ction pp • de ake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if e. - - '•complies�_•ce with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfe eble resp• silt . •••' -.Ord co? ply ng with t•e . A h.App cant has read this dii claimer and signs and dates it below. Signature: � �" ,44., , 0.ate:,1�� Z Z/0134f i1 G:\Permit-Center\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc 0 BUILDER STATEMENT • The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: .Y '_1L,, , SW 11t•4 (3W 32-5--41 r q 1 ( ) MAILING ADDRESS: D , . - i i� tega ��Q IL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: i�/ ,J / _ - PHONE (3h:104€.2-`40,ihFAx:( ) MAILING ADDRESS: 3/cj S. frawAvoy GY f7 A. ...a C EMAIL .' q� L /y r. .- Project Type: Frame Type: Bathrooms: I Shoreline: Type of Sewage Disposal: .r,. New S Wood Existing: Z G Sewer IX Addition 0 Steel Proposed: Qj Bank 0 Community System I Alteration/Remodel 0 Concrete Total: Z _ Height: .1K Individual Sy t m 0 Repair 0 Masonry — SEP Permit# - keal' Li Demolition 0 Other: Bedrooms: Water Supply: Existing. Setback: 0 Private well 0 Two Party Type of Heat: Proposed: e6 0 Public Total: 2_ Name of System: - If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed ;DC Occupancy: • 16C Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit, mark all items below that apply: i Underground Tank i Above ground Tank Size of Propane Tank: i Heat Stove i Cook Stove i Woodstove i Fireplace Insert i Hot Water Tank i Pellet Stove i Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size, distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bld App Review: ._.. U 2fid Floor Heated Consistency Review: -OD Other Heated Base fee: J Mezzanine Additional Section: lC1 '00 Heated Basement Plan Check fee: I 52- iO o...)Unheated Basement — State Surcharge fee: 4 5—C) �-- i Other Unheated Pot Water Review fee: -e— Garage/Carport SUBTOTAL Decks 911/Rd Approach fee: Other TOTAL: $ 3-I 4 "100 Receipt Number: I 51 ) ter Cash/Check Number: J ESTIMATED COST(REQUIRED) Date: .Fair market value of all labor and materials foundation to finish '�) i3 4 I/i©� Initials: 5-' G:\PermitCenter\###FORMS###\DRD FORMS\Current DAD Forms\Master Permit Application 5-29-08.doc , III • ��gsorr coves JEFFERSON COUNTY r--,, .„ n n� I-\ KI '\‘: +-I DEPARTMENT OF COMMUNITY DEVELOPMENT I 621 Sheridan Street • Port Townsend • Washington 98368 OCT Li 3 O -' 360/379-4450 • 360/379-4451 Fax `... i http://www.co.jefferson.wa.us/commdevelopment/ C.,, ` lY IMFLIPMENT Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: T AOTHyMO-14Alar I44/yjg i tmr DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE(I.E.,SITE) Size of parcel CJ_3`1 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 1 7O 22... sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds, that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY, CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert%acres or more of Construction site for structures - sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. sq/ft Circle: Yes o Well, utilities, etc. sq/ft Does the project convert 2'A acres or more of native vegetation to pasture? Driveway, parking,roads, etc. sq/ft Circle: Yes 41• Lawn, landscaping, etc. sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance Gc¢ sq/ft Cut Fill 46 (cu/yd) [over] stormwater caic worksheet Rev 9-9-2010—REV 9/912010 1 • • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials. and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures (all roof area) "' sq/ft Structures (all roof area) g f� sq/ft Sidewalks sq/ft Sidewalks "2 14e) sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc sq/ft Driveway, parking, roads, etc 4p sq/ft Other sq/ft Other sq/ft Total New _sq/ft Total Existing t 22p sq/ft TOTAL NEW+TOTAL EXISTING* 4.-:74- sq/ft *This amount will be used BY STAFF to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT .^� Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: • `C, % Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all (,, o rs of the affected property. ,W,i,e)-6V/i-Z÷ M7 / 7( ( DOWNER OR AUTHORIZED REPRE y NTATIVE SIGNATURE) (DATE FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater calc worksheet Rev 9-9-201C—REV 9/9/2010 2 • • Sally Ellis Subject: Jan Whyte Start: Wed 10/8/2014 9:00 AM End: Wed 10/8/2014 10:30 AM Recurrence: Weekly Recurrence Pattern: every Wednesday from 9:00 AM to 10:30 AM Organizer: Mary Blain Name of Appt person:Jan Whyte Phone Number: 379-5797 Name of Property Owner:Jan Whyte Parcel Number:965000080 Address, if applicable: 180 Saddletree Dr(Kala Point) Project: (NSFR,SPAAD etc?)Addition to existing bedroom SToo r (c:R- - 1 •4zE I Prescriptive Energy Code Compllice for All Climate Zones in Washingto• Project Information Contact Information r i� THy iEr Wy . r ( E cL T . 1712. This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. //�j / Authorized Representative Date ld i All Climate Zones R-Valuea U-Factora Fenestration U-Factor n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC°'e n/a n/a We- ADDit</6 SF Ceiling S"r/r,••�-.�}t.1 : 3611149' 0.026 -112 Wood Frame Wally' '' in 0.056 A Ab,Cili la, ,t,"1. . Mass Wall R-Value' 21121' 0.056AD0>Ro #4-L 12 4 /14 Floor 0.029 r` l /�E- J�ji�l✓z/ rte 'f Below Grade Wall°'k 10/15/21 int+TB 0.042 _ �Ab ibt 1� Z� ydd Slab°R-Value& Depth 10,2 ft n/a r'� /'� ,,r� / `Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. � 1 sT� r ` Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ig1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. —'7.. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1 a Efficient Building Envelope 1 a 0.5 ❑ l b Efficient Building Envelope l b 1.0 0 1c Efficient Building Envelope lc 2.0 0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 D 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 0 5a Efficient Water Heating 0.5 0 5b Efficient Water Heating 1.5 L 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 0.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energy.pdf Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate fram•. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Lam` li -r .17 M'Y T Parcel Details Page 1 of 2 • • .e: :' J o t y ...., ....,,,,.. Home :r County Info , Departments - Search Parcel Number: 965000080 SEARCH Parcel Number: 965000080 Printer Friendly Owner Mailing Address: TIMOTHY WHYTE JANET WHYTE 180 SADDLETREE DR PORT TOWNSEND WA98368-9537 Site Address: 180 SADDLETREE DR PORT TOWNSEND 98368 Section: 27 School District: Port Townsend (50) Qtr Section: SE1/4 Are Dist:Chimacum (1) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 0111 Planning area:Tri-Area (4) Sub Division: 9650 - KALA POINT 3-8 Assessor's Land Use Code: 1100 - Residential - Single Unit Property Description: KALA POINT #4 LOT 86 Tax,A/V, Sales, Photos, and Permit Data Bldg Data Map Parcel Plats&Surveys Septic Monitoring Info r\ 6' Jefferson County HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later Windows- Mac http://www.co.j efferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_NO=965000080 10/15/2014 MILLENNIUM ONE HOMES INC Page 1 of 2 • • 0 Washington State Department of Labor & industries MILLENNIUM ONE HOMES INC Owner or tradesperson 309 V STREET ESKELIN,WARREN TODD PORT TOWNSEND, WA 98368 360-385-4141 Principals JEFFERSON County ESKELIN, WARREN TODD, PRESIDENT RADIN ESKELIN, CAROL ANN, VICE PRESIDENT Doing business as MILLENNIUM ONE HOMES INC WA UBI No. Business type 601 964 036 Corporation License Verify the contractor's active registration/license/certification (depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. MILLEOH010MM Effective—expiration 07/14/1999—07/27/2015 Bond CBIC $12,000.00 Bond account no. SC2648 Received by L&I Effective date 07/09/2002 07/13/2002 Expiration date Until Canceled Insurance Contractors Bonding &Insuranc $1,000,000.00 Policy no. C11SC2648 Received by L&I Effective date 09/16/2014 09/17/2014 Expiration date 09/17/2015 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601964036&LIC=MILLEOH010MM&SAW= 10/15/2014 MILLENNIUM ONE HOMES INC Page 2 of 2 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is closed. 976,149-00 ................................ Doing business as MILLENIUM ONE HOMES INC Estimated workers reported N/A L&I account representative T1 /IDA HAYNES(360)902-5635-Email: HAYN235©Ini.wa.gov Workplace safety and health No inspections during the previous 6 year period. ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Access Washington* https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601964036&LIC=MILLEOH010MM&SAW= 10/15/2014 C ili N c M N O o J `Y N • U • • 0 1Va J v ? W q " o o a as �. IL O. mu MI VI V O kki 2 Ch - o C N .L v w Z Q a1 '�f V1 r ° �, o z I— W U w ,; II a, > cn III ° I. » E Z = Z m o co c a) o I— w CC L } W a) as a O O -c _a 0 m ,ON CO De 0,041Z% �� JEFFERSON COUNTY ,/� f�a� 1J DEPARTMENT OF COMMUNITY DEVELOPMENT •sKo )ate: 14 Time Received: /i°3c) pm Mon. Tue. Wed. hur Fri. / Date: I/I S 3LD: 11.E - 371 Contact Name: 7:b1, )wner: Contact Number: 360 go 91/3 ddress: )t.7 5AD©t. 7RE Piz- 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil - Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation v el �d Final Inspection Setbacks Floor A y 4D' Foundation Wall Address Posted Block&Tile Ceiling X ,w4?ON or JEFFERSON COUNTY moo, �. DEPARTMENT OF COMMUNITY DEVELOPMENT 9`sKING'C Date: Time Received: —2 tt c am/pm Mon. Tue. Wed. Thur. OP Date: --40 BLD: try e--- 3 7 Contact Name: Contact Number: 360 • %1 Owner: 206 Address: � I Notes: /, Foundation Plumbing . Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Us,.. .. Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks -for Foundation Wall Address Posted Rinrit Q.Tile Ceiling 4�` 6? JEFFERSON COUNTY �95 �� DEPARTMENT OF COMMUNITY DEVELOPMENT Date: /f ' ( Time Received: f qz. 'pm Mon. Tue. Wed. Fri. Date: ill-- BLD: / 377 Contact Name: Owner: Contact Number: 360_ O1 I� Address: 1gb 5-Avac -.c_c 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing X Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling 'c�- ON COG f { JEFFERSON COUNTY LA F. j 1" DEPARTMENT OF COMMUNITY DEVELOPMENT }/bzfpaw 1a041- _,,„,,,..,0 Date: /t 6- Time Received: J/7 a dir Mon. Tue. 41116A Tr .r. Fr' Date: iI iii 4 BLD: /G1- 37a- Contact Name: Owner: Contact Number: 360 '3O/ 9'7/.s Address: /80 ,41041 7e16 206 kilo( S �Il�' t 1 Notes: ► I 1 tp Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling 1 • c�°� JEFFERSON COUNTY 4.17*---:. DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 00ime Received: 9_' v &pm Mon. Tue. W d. Th r. Fri. Date: // '7 l4-' BLD: / 4 -0-037, Contact Name: 0 d Owner: i `' Contact Number: 360 3O) —lei /3 Address: g'A'W' `f ic �� 206 Notes: Via/Lid ll fla a fall V ! -Vdd Ai- /tl il oi (WM_ /i is NA a11112 : Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling SON COG z ?, JEFFERSON COUNTY 9sHfrG,0 DEPARTMENT OF COMMUNITY DEVELOPMENT Date: //_i/Time Received: J/Y C/pm tar Tue. Wed. Thur. Fri. Date: BLD: /51- '3 72 Contact Name: Owner: Contact Number: 360 9'D( 9g-3' Address: /?® SA-90- . 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing x Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling la Front Parcel Review B Li) l 1-I- -37 Parcel 965000080 Printed: October 20, 2014 TIMOTHY WHYTE Site Address(es): JANET WHYTE 180 SADDLE TREE DR PORT TOWNSEND, WA 98368 180 SADDLETREE DR PORT TOWNSEND, WA 98368-9537 Parcel Number: 965000080 S-T-R: 27-30N-1W Total Acreagc 0 Legal Description KALA POINT#4 LOT 86 Land Use: 1100 Flood District: Fire District: 1 Planning Area: 4 Flood Map(FIRM)Panel No: School District 50 Zoning: ��.� -S COMP PLAN DESIGNATION: T Ql COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property 4 NO [ ] Parcel Tags or Scanned Documents YE [ ] ESA's: Special Reports Nearby YES [ ] Designated Ag YES 1:J p [ ] Shoreline Designation: YES kOlj [ ] Shoreline Slope Stability: tall NO S-} ,Z,Q__ Stream Type:YES eft j /k' FWHCA: YES �\• Wetlands: YES 015 Rare Plants:YES at Seismic: YES !4''�' Landslide: YES 1) Flood: YESLt Erosion: YES ei Aquifer Recharge Are• YES NO c3 PFRA SIPZ: none A t Risk High Risk Coastal CMZ: one High Risk Mod- ate RiskDisconnected CMZ Stormwater si e plan s bmitted: et o [ ] Forest Lands: YES NO Adjoining Forest Lands: L )$ Commercial/ Rural/ Inholding [ ] Mineral Lands: YES Ott [ ] Agricultural Lands: Y S [ ] Archaeology: YES • [ ] No Shooting Zone: ES NO Ka fey Pte/1 f [ ] Stormwater: New Impervious Surface j i Sq/f-tLand Disturbing Activity S4 5?/4 ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering ��,, [ ] Notice Provisions/Disclosure: rport YES a D MRL YES Forest Lands YES ( i [ ] Landscaping Required: Yes [ ] Parking Spaces Re• ired NO �� Other 1 1 Building Height: UBC Standard [ ] Impervious Surface coverage percentage: g-`j/G Resource Lands&Public: 10% *Rural Residential: 25% Rural IndustriaUDC Sec 6.7 Rural Commercial: 60% MIIIArea ofifuilding Coverage:60%in Rural Industri ds only [ ] Total Building(s) Size: RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front:'t' Left Side: 5-' Right Side: ' ' Rear: X / J Shoreline Setback: Nth. LSHA Setback: WA [ ] Road Classification: ?(') V n 1' e Road Approach: EXISTING NoT REQD RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: '1J [ ] Existing Case(s) &Condition(s): 17.1,) = .4.0..J2_ (A) Violations: Yes [ ] Recorded Date of Su vision: ,)t..)14 e.1 Z l is inAFN .P S&5 Co 3 Over 5yrs=UDC / Plat Conditions: 3 t <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES submitted: YES NO [ ] UGA No Protest Agreement YE submitted: YE NO [ ] Site Visit conducted YES O` [ ] Require Final Zoning Approval S ■ [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES No parcel tags found for parcel Cases Associated with APN 965000080 Review Cases Name Type Status Planner BLD14-00372 WHYTE P Anna Bausher Application Received: 10/15/2014 Permit Issued/Case closed: Case Finaled: REMODEL INCREASE THE MASTER BEDROOM BY 84SQ FT. S EP00-00067 M LA03-00157 BLD03-00206 MLA03-00157 MILLENNIUM ONE HOMES INC I F J SMITH Application Received: 3/28/2003 Permit Issued/Case closed: 4/30/2003 Case Finaled: 2/25/2005 SINGLE FAMILY RESIDENCE WI I H ATTACHED GARAGE SEP00-00067 ANDERSON F Application Received: 4/14/2000 Permit Issued/Case closed: 3/28/2003 Case Finaled: 1/12/2004 lot 86 SOM00-00067 CARROLL RCR Application Received: 1/12/2004 Permit Issued/Case closed: 4/2/2012 Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 10/20/2014 Page 2 of 2 DzrJ , '.' IJILDING PERMIT APPLICAT BLD'14-00372 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00372 Received Date: 10/15/2014 SITE ADDRESS: 180 SADDLE TREE DR PORT TOWNSEND, 98368 OWNER: TIMOTHY WHYTE PHONE: 360-379-5797 JANET WHYTE 180 SADDLETREE DR PORT TOWNSEND WA 98368-9537 9650 SUBDIVISION: Block: Lot: PARCEL NUMBER: 965000080 Section: 27 Township: 30 N Range: 1V1 CONTRACTOR: MILLENNIUM ONE HOMES INC PHONE: (360)385-4141 40 VANCOUVER AVE PORT TOWNSEND WA 98368 Contractor's License MILLEOHO10MM Expires 7/15/2016 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP REMODEL INCREASE THE MASTER BEDROOM BY 84SQ FT. SEP00-00067 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 84 VALUATION ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 2 Exist: 2 Prop: 0 Prop: 0 Total: 2 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $234.00 SRE 10/13/14 151629 Plan Check $152.10 SRE 10/13/14 151629 State Building Code $4.50 SRE 10/13/14 151629 Total: $390.60 \\tidemark\data\forms\F_BLD_App_Bld.rpt 10/15/2014 1 s° • • LAD ^-y o& JEFFERSON COUNTY - � a M , .� : s� Y j DEPARTMENT OF COMMU NiTY DEVELOPMENT i i^ `,`��7 1:37 7 621 Sheridan Street • Port Townsend •Washington 98368 ----111 �{ $ 360/379-4450 • 360/379-4451 Fax . 1 `r 0r0 www.co.jefferson.wa.us/commdevelopment 3 Master Permit Application MLA:- - ----- _ __..-.-__ -J Project Description (include separate sheets as necessary): ;,:T 1 Air # . . a II0ft. tow s .4 • Tax Parcel Number: (p-G. C f9 Property Size: f 7 fJ 2.2 SF.- (acres/square feet) Site Address and/or Directions to Property: Property Owner(s)of Record: /[rt1o77f`"f W 4A1/) V-' C, 4 - S it ■ Of■A-ZA, z6 rZQ°/,s Telephone: 36o 379 5-7e:17 Fax: email: vp/ Oo �/ r-e— Mailing Address:_ 00 dam �bie P aw�se � q"g'V�8 (/ Applicant/Agent(if different from owner): Telephone: Fax: —_ email: _ Mailing Address: What kind of Permit?(Check each box that applies ❑ Lot or Road Segregation $ Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) $.Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d), or C]** 0 Manufactured Home .❑ Mcdula; ❑ Discretionary."D"or Unnamed Use Classification '[2 Cornmercia!* ❑Special Use(Essential Public Facilities)** Change of Use ❑ Boundary Line Adjustment ❑ Address ❑Road Approach_ ❑Short Plat** ❑ Home Business ❑Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑ Long Plat** ❑ 3ign ❑ Planned Rural Residential Development(PRRD)/Amenclments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑ Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑ Site Plan Approval Aovance Determination (SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment El Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference _ Please identify any other local, state or federal permits required for this proposal, if known: ESIGNATION OF AGENT I hereby designate /Vt(L•L.i�� L3U' _� ..�, 3' toact as my agent i m tters r ating to this application for permit(s). OWNER SIGNATURE , ''/��1 ,�G2 5-j T Date: - 22 2-DJ By signing this applicati.; orm,the ow -r/agent attests that the information provided herein,and in any attachments,is true and correct to the best of . his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet l 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 pro - ..'.-ss and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any r-.uired late ins.-cti. s. Staffs acc*. d right of entry will be assumed unless the applicant informs the County in writing at the time of the appl cation that r/ .> . T+.otic . tl Signature: APIPrA/ 1 / / Z 41t. i e: j0j"_ 22- '26/7 i r�-•iii we��1„� The action or:ction�; '�� • de ake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take”of an endangered species as those terms are defined in,the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if •. . compli.•ce with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfe.ble resp. s." I •. ....-' F9d co. ply ng with t•e A h-App cant has read this di�claiimer and signs and dates it below. Signature: �"�� 4"� gs ate:.?E' / Z�.�ZD/!l T_ IT BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parce,referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: P1-IONE: FAX: x ./ 1 .__: . '` '_ 1 , ti (3G i 01'5--y(q/ ( ) MAILING ADDRESS: 30 Q t/ kS (j.0 t(91011-eitC h iL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: i l� �y�, PHONE MAILING ADDRESS: L ������ �� `�t I 42F AX:( ) 3/q S. f oy Sr' figrAm S EMAIL (..itvos, �d f yp d.1. cv ( Project Type: I Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New $ Wood Existing: 2 i I Sewer Addition Steel Proposed: Bank I� Community System I Alteration/Remodel ❑ Concrete Total: 2. _ Height: Individual Sy tem Repair 0 Masonry SEP Permit# - kt°*-7- Demolition U Other: Bedrooms: Water Supply: Existing: L _ Setback: U Private well 0 Two Party Type of Heat: Proposed: gj U Public Total .7 Name of System: - If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed :BC Occupancy: !6C Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 1 Underground Tank i Above ground Tank Size of Propane Tank: 1 Heat Stove 1 Cook Stove 1 Woodstove i Fireplace Insert 1 Hot Water Tank 1 Pellet Stove i Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size, distances from the propane tank to all property lines, buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bld App Review: C:3 IIgSZ. �- ctiaVJ ;; e 2 Floor Heated Consistency Review: 216 -00 Other Heated Base fee: L 244'C3 Mezzanine Additional Section: ° 1 '-i . C Heated Basement Plan Check fee: S 152 t° c Unheated Basement I —— State Surcharge fee: u 1 3-1)� "---Other Unheated Pot Water Review fee` Garage/Carport I SUBTOTAL -Ti t,P -f Decks 911/Rd Approach fee: - Other TOTAL: $ (pp 1 Receipt Number: 151 i.,,2(- Cash/Check Number: r�- n `� J ESTIMATED COST(REQUIRED) Date: V-- 'Fair market value of all labor and materials foundation to finish lb) i 3 I `4 CZ Ipce) Initials: - 0 • /-7:0N---- ' ':3, C°G JEFFERSON COUNTY r 4 �ti ,�=rz.�\ DEPARTMENT OF COMMUNITY DEVELOPMENT 71,,;,11 '1`'`� 621 Sheridan Street • Port Townsend • Washington 98368 ~ ' I �i /S, 360/379-4450 • 360/379-4451 Fax INO http://www.co.jefferson.wa.us/commdevelopment/ _ ,T Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: x/1.07-'ly dNt7-14 r Wi->ip rizziAr DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE(I.E., SITE) Size of parcel 0..39 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 1 7e32.2.... sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds, that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern,foam flower, and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert 3/4 acres or more of Construction site for structures - sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. sq/ft Circle: Yes Well, utilities,etc. sq/ft Does the project convert 2'/2 acres or more of native vegetation to pasture? Driveway, parking,roads, etc. sq/ft Circle: Yes 411, Lawn, landscaping, etc. sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance ¢ sq/ft Cut 7 Fill ei26 (cu/yd) [over] ! • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops. walkways, patios. driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials. and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS-IMPERVIOUS SURFACE NEW EXISTING Structures (all roof area) i34 sq/ft Structures (all roof area) g C‘-'‘gc. sq/ft Sidewalks sq/ft Sidewalks -2.1 2!) sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc sq/ft Driveway, parking, roads, etc s sq/ft Other sq/ft Other sq/ft Total New _sq/ft Total Existing l4Zz® sq/ft TOTAL NEW+ TOTAL EXISTING* 4.-.2X- sq/ft *This amount will be used BY STAFF to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: s ZS Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all o rs of the affected property. c�� li i // (L DOWNER OR AUTHORIZED REPRE NTATIVE SIGNATURE) (DATE FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Yes No ` KALA POINT OWNERS ASSOCIATION - - 1 " �. 1760 Kala Point Drive-Port Townsend,WA 98368 PH.360-385-0814 , j REQUEST FOR ARCHITECTURAL COMMITTEE APPROVAL ; 3 1 Date Application Received Deposit tL.j 1 [] new home 1'addition [I other Agenda date v___--- Lot# Street LE-116-1E- E D a, Proposed Start Date _ = Member Status,by Applicant Address (SCO cA 'i 2.E6- D2_ Agent Letter Member Phone '57'-5 7' 7 House Plans General Contractor M NIA NU 4A-4 ONE' Site Plan Architect -5(Lt.- LiN D37 Septic Permit Owner is assumed to be primary contact,(unless agent letter is attached)and Architectural Committee Correspondence will be addressed to the owner(or agent if authorized)with Septic Map a copy to Contractor,where appropriate. Roof Sample Siding Sample Color Sample Ext. light plan SPECIFICATIONS Roof drain plan Cu<CUK(CCCCCKK<CCCCCU<C<CCC<CKUKKKC«« <K<C«CCKC««««<CCKKCCC<KK C<<“,“CKK«<KC<“,“<“4<C<C<CKK< Bldg. Permit The Lot Boundary Lines Must Be Clearly Marked. Utility Trench 1.Total inside square footage(heated area only) 2 t7 92- Staked and Taped 2. Dsterior siding ni4terial(all sides) r , ;OA j to 4 , House (-t fl■_5(Q 6---jfl t J•t ( It-P Driveway 3.Roof material C.c>M 0 f'St���_e”, Primary Septic 4. Stain/Paint colors Siding c - Lot Lines Garage Doors ,....:- -. T .• - ' Taped Trees Trim g/4-12M "et Front Door. - ^f 7 0 Gutters `-f S 5.TV Signal }cable []attic antenna [] Satellite 6.Driveway material-culvert area Aconcrete []asphalt Remainder of driveway []concrete [] asphalt []crushed stone [] other(explain) 7.Other special requests,remodels and explanations of your plans.(e.g.exterior fuel tanks,out buildings,sheds,etc...) The undersigned owner(s)hereby acknowledge that they have read the CC&Rs,and the current revision of the KPOA Architectural Policy and Guidelines(Policy)and agree to abide by the provisions of those documents.The owner(s)further represent that this is their final plan for which adequate financing is available to complete this project within the time specified in the Policy. No external changes may be made without prior written a, ,...,r.i.,f the_, I• at Committee. _____ Owner(s)Signature Date / Date, The general contractor hereby acknowledges that he has read the CC&Rs and the current Architectural Policy and Guidelines and agrees to abide by the provisions of those documents,as well as insuring compliance by subcontractors and suppliers. This includes the 25 mph speed limit within Kala Point. General Contractor Signature Title Company Date The owner will be notified by mail of the Committee's decision.No work may be started before receipt of that letter.If copy is requested to be sent directly to the General contractor,supply mailing address below. (See reverse of this form) 02/01/06 1 ,. , • APPROVED ! F-, -,\, ,h;:--. C---• T-----7: p v\\/7 ii-' r -, ; SITE PLAN OCT 13 ■ if i , 1 1 OCT 20 i4 KALA POINT DRIvP C ..... .... .. - - 11.3' ..... 7::J:_rict- i,- ‘U'; ;1'Y's' L‘'91- FNT I - JEFFERSON COL; TY DEPT.OF C0,66, UNITY I ' i' -----T . SIGNATURE: 11...4.-;•,.„.■".1.tr-4._. 1 I I \ r-- — — — — \ ---1 I I _. .. 1 I - "- 1 I ...1''' r EXITING I I 1 '1 S DRAIWIELD I .- I , \IL I J \ \\ - N EXISTING i v5 J r ' /z, A ,--1, ,„\ N I 4 Li‘',-, t•■■ 'r. ' : I tr) I EXISTING ( I 1101ZE t i )4c4ivvt . - I 1 \ ( I I 1 ,- 1 /I 1 r --I I -1 1 ' i kiC2-11-" c>r \ \ I -Tr-i I 4 i I \ r I \ EXIST143 EXTG I e- GARAGE WALK gl I ' \ )1 EY kyi-i nch S F(2._ , l _...LE _J 1202- %'F-1-- I 1 . . STh Sad ILIA,e-e,'ia-i' . , EXISTING ( , 2_q bctfi srle 138' /////A -?,- --•-i-v-x-c-1 A 1 C All k 0-t-i-5 il(ki)-41-c_f\ P-1 sci-i-1- --4-15, -(c. I/Zr 3 1 q SADDLETREE DRIVE 5 tt L ti B 1 t)c.c.LT (t _t. :), te:14- 0:::) SITE 1==)L AN No -4-4 0 S , Q o --.., Q n G EXIG LIBRARY e o o- e 0 r_ LIVING CLOSET M. BEDROOM - •7,1, v rA4 Exra_p i 1 ExtG M. BATH KITCHEN EXTG DEN , 11 '._i II_ j EXTG BEDROOM EXtG LAUNDRY i ' r-- -1-1 I I ,. ExIG GARAGE SIDING 4 TRIM TO MATCH EXISTING —� ATE._ EXTG - VERIFY a in FLOOR . L. ws,_, ,w 0 t Thbor !Gk-n 26'-6' EXTG - VERIFY 12'-6" 1, 14'-O' EXTG - VERIFY NEW ADDITION / 2'-O' ), 3'-0' %J 3'-0' %/ 3'-O" ), 2'-6' / B i3 B 050 3050 \4/ 61 • EXTG w/ AWNG 3050 w/ AWNG REMOVE EXTG SIDING 11-1I5 WALL / COVER SHEATHING w/ NEW 1/2" GWB NEW ADDITION 9 _ _ EXTG 44 N HARDWOOD 4 , � 3 • REMOVE EXTG v V WALL 4 WINDOWS A EXTG EXTG CLOSET M. 13EDROOM EXTG CARPET T J _ UP w M xl C EXTG _ 0 1-j EXTG x w EXTG -, _ 134TH EXTG --1 C M. 13,411-1 J _ / n L EXTG EXTG BEDROOM EXISTIN 1-10USE= = 1,gE NEW ADD ITION = E ITOTAL_ House = 2,0a, E=xIsTIN G,.!i.F ,L, E= = 6.0 _ r2L4 1:) 1::::) ITI 0 F ,1_ 001: 1LLS NORT1-4 SCALE: 1/4" Mil 1 ' - Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map %..0, ': l rr:,:+:.a°. 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Mon Oct 20 12:23:04 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=... 10/20/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma• x 965030065 3 -',''143 96eopoon 9E6000070 966300069 .. -. 965006086 985303087 9650000 i G1 l 9GS0001>02 996504C+1t'_ . 5003088965300084' : 6 965000067 7•• Legend 4 Selected Features 965000069 %i� JC_Raads ; .‘; ) 964700088'_ i' Parcels-H 9660000801 ' Critical Aquifer Recharge 964700067 Areas suss-UJNR J SARPA•SUSC 965000090 t�' 964700329 VC.; I I suss SARPA � SARPA•U N M 964700028 964700330; 9647000'! 964700027' r 96470993,1,.a ., • 964700023 k 964730332 M",' + 964700025 964700024, 964700022 maps pwdsd by Jelarbm Camay Cobra Scrams ams C,IS `.964700033 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. 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Mon Oct 20 I 12:22:15 2014 http://gisserver/servlet/com.e sri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=... 10/20/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map ,y , 1 —_ 9 650060 i , '• 965000074 1 ' s 9GX%(Le i t y e65000073 _6 5000o70 r!965000086 f •'' -- t • p�=).,,/ � � efi r ` t{j 866000063 \ \ \ if '. 965000067 { \ 965000066,,t,- j.- -- y X VI N t, f rx!c65 966000062 \ 965a'J_kaa9 5CCCd84 i` 11 / \s. is \, fty!'{/ 965000006 y - � � \ t \865000067 J `y 49647000066 Legend ti_-�. �'fs'.- , / \ / Selected Features );�f' 963000061 ,t+sq$,4}y `.s J t JC Roads I l \ y I �� 964700066 17 Parcels-H ~ �` / `,.. 966000060 „. \I~`, �l L_I Contours -i^ `',.,, `�`s 1� 964700067 \ „,,•' to Foot Contour t, Y f y 8G Foot Contour 966690090 O \, t. \ - / ,` ` f 9 / -,, 964700029 f`.VA yVV' fr \\ ---f'.,._ `9647000 4 ,y `.,� �.y I --.��jf 1 ' f`t 964700030/ �'', 964700036 t / \ \ I \ I t 964700027 ¢` s t' s 7f i • h 41 j I 5 964700031 I, tt • 1 r'` } 964700023 f'`y • �Cxd�16 Sti i,..\ -?' y ,l. 954700032 I s1 N1 964700025 F 964700024`'•. 96470002 �, '`rYlf+,, ti .---Is `'. N v:7ar.dad ..e.ttrr.cn Conly Conga Scrnans GtS 0' ' itt 016,4 700033 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Oct 20 12:21:52 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=... 10/20/2014 1 • • Standard Conditions for Resident Development in Jefferson County • 1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, - excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. This permit has been reviewed consistent with JCC 18.40.130& 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 7. BMPs: The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 8. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes"listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition,the National Marine 2013-03-07_SFR_StdConditions 3/7/2013 1 • Fisheries Service can levy peties. Portions of Jefferson County, incing marine waters, are included as "critical habitat for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet(1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take"occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2613-09-06_S R_StdConditions 9/6/2013 2 „ • 4110 : - , / ,--Rcd Downs/24:0 A. / Hrix=e j. Cati.lh Basin / --, /////./.4 DOenSPOtt 0 DRY VVELL 48 IrCh Dia rfetex Hole Filled with PLAN VIEW ,„ 1Y2-ze Washed - Drain Rod'. ':: . . ...- . o--R Dosonstoi. r wileth_ri:-..F,celter43. ao:fi Hole ./ / Hoag —Crierflow / i or Cvier weans ii Eli w Rh Sittoe if—Stlash Block Ti3risdi—,,,, ___112441;11.1,,,iN tt• , :\ 1 , 1 •1st 1 ---). -v tt...4t ti I. ', .:"..1,,t- • ,-ro,'-'' -.t.-. 2-4,"Ft-t.44141, 1'Zia. °Welt:v*0i-41 ,Empio.,0,... _ •c--, --__ ,,, .-...'40-nivel.staitl.,s---, IC* : fie,W L--'''''''-”' \ 474449kliN%4TAtei,4 t.III! I „r- tor,64049,02VAleakitiOted„ Fille tvle$11.7.3.-e,rett—i--"" '---ptYlrti,,44:ei a, ravr.,-._ r '•• *"3.1,,f,.., Catth Basin ii,--- - -4'.7 ort 0.3 .011 ("Yard E:train) i...t.-. ., I .. 48 Irch Dia.meter .1! 42 min- side.3 of Hole L.4; Hole Red witi ; Linedwith ti, 14f2-3"1 Wished -_, Fitta Febri 1:: . Drain Roci ,.. ig min. . . ...-,..,...3. .,...4 ,.. _ ,,,,,,. i,...,-.,,,,„ DRY WELL H .gii-8mundwatar Tablo SECTION NTS Figure 3.1.4-Typical Downspout Infiltration Drywell Source: King County Volume HI—Hydrologic Analysis and Flow Control BMPs—August 2012 3-9 • Setbacks Local governments may require specific setbacks in sites with slopes over 40%,land slide areas,open water features, springs, wells, and septic tank drain fields.Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the following: 1. All infiltration systems should be at least 10 feet from any structure, property line, or sensitive area(except slopes over 40%). 2. All infiltration systems must be at least 50 feet from the top of any slope over 40%. This setback may be reduced to 15 feet based on a geotechnical evaluation,but in no instances may it be less than the buffer width. 3. For sites with septic systems, infiltration systems must be downgradient of the drainfleld unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. Volume III—Hydrologic Analysis and Flow Control B117Ps—August 2012 3-10 ±for Infiltration These s ms are designed as specified below. • Drywells Genera 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impermeable soil layers. 2. When located in course sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served.When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum)and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric(geotextile)must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25% (4:1). Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist, or engineering geologist, and with • jurisdiction approval. Volume 111—Hydrologic Analysis and Flow Control BMPs—August 2012 3-6 • 7/31/03 DEPARTMENT OF COMMUNITY DEVELOPMENT ADMINISTRATIVE WA TER CONSERVATION MEASURES LIST To Promote Aquifer Recharge and Prevent Seawater Intrusion 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from storm water and roof catchments may be used for watering lawns and gardens. Unless catchments water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Ground water withdrawn from each property should not exceed a rate of three (3) gallons per minute. 4. Install water-conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 5. Landscaping should include xeriscaping and native vegetation with minimal amounts of irrigation. 6. Use drip irrigation, soaker hose systems and root irrigation. 7. Use water basin techniques to water plants, shrubs and trees. 8. Routinely water deeply and less frequently. 9. Weed control is an important part of water conservation. 10. For your landscaping select drought tolerant plants, shrubs and trees stay away from heavy water consumers. 11. Limit the amount of irrigated lawn. 12. Mulch your garden as well as isolated plants,trees and shrubs_ 13.Use shade and windbreaks to assist in water conservation. 14. Use low flow water closets, showerheads and water conserving dish and clothes washers. 15. Use rainwater catchment systems that corral rainwater from manmade surfaces and into storage. 16. Install water-conserving devices such as low-volume toilets and plumbing fixtures. 17. Only 400 gallons per day or less should be pumped from all exempt wells in Seawater Intrusion Protection Zones (SIPZ). 18. Water softeners that contribute salt to groundwater through infiltration should not be used in SIPZ. 19. Hose bibs (outdoor spigots)for outdoor water use should not be used in SIPZ. [end} PLEASE NOTE:ELETIONS MADE AT NY TIME.PROGRESSAND MAY CURRENT LIST. ADDITIONS/ HAVE D road • • Page 1 of 1 ADDRESS INFORMATION FOR 180 SADDLETREE DR ROAD NUMBER:P151 ROAD NAME:SADDLETREE DR ADDRESS:180 APT: REAL MILE POST:.18 RT APPLICANT:MILLENNIUM ONE HOMES ADDRESS CREATION DATE:4/8/2003 PARCEL:965000080 LEGAL:LOT 86 GRID:BB-8-I FIRE DIST:6 ZIP:98368 POSTAL DISTRICT:PORT TOWNSEND PLANNING AREA: VOTING DIST: CEMETERY DIST: HOSPITAL DIST: SCHOOL DIST: WATER DIST: SITE LONGITUDE: SITE LATITUDE: SITE COORDINATE TYPE: ACCESS LONGITUDE: ACCESS LATITUDE: MODIFY DELETE ADDRESS NAME SEARCH REPORTS http://isserver/Address/RoadAddressDetail.asp?ROAD_NUMBER=P 151&ADDRESS=180 10/20/2014 r • S g i A H Np�n la rl n i ° ,,,,,,,mm m 1 O; H31Pm 'ggy >D19 $ — ).. gci4 mi0g�aN Q S mgov'z"y m m t01° nQ�p F — +miS"R,m mK F.0 z° �z> gNS=° 8 - o mom 8 iai !jfl! i 2 — m r< 1 1 1 — m om Zm Fz Z - N 1 II — § o F N ■ O F A 8 N 8g i1 — 999900101 WOODLAND (SW 1/4 27-30N-1W) X810.5. HILLS 2642.80 0.17 a N0.2 ., R.111 ASE r armram � 1R'psO -n O°b ' m ° my n n -to n ow :d3 0 o m • Pau' NNN I V1 Nr° 0O NOO u G I Zit X00 Yr0 , 0 V1 N~N T-1N .37 co to ptiJ WON �pL ONm Pip PNO 930100020 I ___ (..O 7 ?U N 4, WOO 0ND J E.g.; y WI50'LTS 12/13 /t 0°O p°D 00 G •u 0.�3 a. I m o WO O y §Q \ a z o i 050'L15 12/13 0 0.63 r. n P ov WOODLAND DRIVE MARYLIN COURT Ig a.MARIETTA LOOP 8 m °n 1 1 _ r,NNg \\ 8" �O j ow °" 5n \"- r :6OO O mob n§O \\ § o u �,Jg P o�5m o 8 \1 m ;;k: m e a ° >> P O V r / 1 O :68_ WON m I ^A I / pNO to ~N ? 'di v" ��/ N Nr0 p n q > b\On i N WO N ii k y ° Cl)N O O a g'g mow X� ° i " ~� I 11 ' aro Z pro al a ° S$ OA „0.5.q SON �iT m o g u P' g�oYm ; < c;1:-.04, P W g q Vi t. p o N z Sr J1 W __ __ 001111C.OM WA 2 LA MARIETTA LOOP X200.00' aaa. 321.93' 2509.81' r/s s twA° 283.99' m o/s 32293' g 1R A t. 1 wwCC y # 8 s 8 o N r • . a ' ■ f�� g V O a L H III®111111 AP gi � o O © ■ Pr, ®SILORAVE PLACE rt 0446'1j1II s © e. p11 a fi4i ®� z r � _ b 4 c s e N. IMO 0, ,LA co e a®le — (SW 1/4 26-30N-1W) 2640.0C, Or-= C N ONm 0 < M f�l 4, o o J N + N m u C7 s0 �I n xl O N m II y W 2u01• 899., g 1• Na 1.--.. toIJ , 1 i a _ 1111 ' IP L_P-\of (o 11-31-' 4111L KALA POINT DIVISION NO . 4 PORTIONS OF SECTIONS 26 & 27 IN T.30N.,R.1W., W.M. AND A REPLAT OF A PORTION OF OLYMPIC HEIGHTS JEFFERSON COUNTY, WASHINGTON MAINTENANCE OBLIGATION The cost of maintaining all roads, not herein dedicated as public roads shall be the obligation of all of the owners of the lots in the plat and or of any additional plats that may be served by said streets, and the obligation to maintain shell be concurrently the obligation of any corporation in which title of said roads and streets may be held. EASEMENT PROVISION An easement is hereby reserved for and granted to PUGET SOUND POWER a LIGHT COMPANY and PACIFIC NORTHWEST BELL, and their successors and assigns, under and upon the exterior 7 feet, parallel with and adjoin- ing the street frontage of all lots in which to install, lay construct, renew, operate and maintain underground conduits, cables, and wires with necessary facilities and other equipment for the purpose of serving this subdivision and other property with electric and telephone service, to- gether with the right to enter upon the lots at all times for the purposes stated. Also, all lots shall be subject to an easement 2.5 feet in width, parallel with and adjacent to all interior lot lines and 5 feet in width, parallel with and adjacent to all rear lot lines for purposes of utilities and drainage. COUNTY ENGINEER Examined and approved this day of , 1978. a County Engineer, Jefferson County HEALTH OFFICER Examined and generally approved for individual sewage systems. Each lot is subject to building site approvaalall. a► Jefferson i9y Health son County "Department PLANNING DEPARTMENT Approved by the Planning Department of Jefferson County. rectors AcTtat4 TREASURER'S CERTIFICATE I hereby certify that all State and County taxes hertofore levied against the property described herin, according to the books and records of my office, have been fully paid and discharged including 1978 taxes. reasurer o/e erson County gfos'6 COUNTY AUDITOR �t Fil for record at the request of i d' , this Jj day of , 1978 at r' minutes pas 7M., an recorded in ume of Plats on Pages AO-32- • Recorrla of t e Jefferson County Auditor.lJ� !� /Ll.LJ Auditor Jeff n County 414 Audi or o eff rson Co. COUNTY COMMISSIONERS lw1 Examined and approved this _day of •/•1��,r,s8L(� 'i.4{i �"/,'x+1978. CC ah it err Board f County Cwmusioners LAND SURVEYOR I hereby certify that this plat of Rale Point, Division No.4, is based on an actual survey and subdivision of Sections 26 and 27 in T3ON., R1W W.M., in Jefferson County, Washington; that the courses and distances are shown correctly theron; that the monuments have been set and the lot and block corners staked correctly on the ground; and that I have fully complied with the -ions of the platting regulation. ofessional Land Surveyor, Cer. No. 7785 I ��'4(LIIAS. Tkiat L lOCIATL5 SHEET 2 OF 4 SHEETS L.!'-veil cc pai-,' E • i • ‹. KALA POINT DIVISION NO . 4 •_ PORTIONS OF -SECTIONS 26 A 27 IN T.30N.,R.IW., W.M. 0 AND A REPLAT OF A PORTION OF OLYMPIC HEIGHTS ,u JEFFERSON COUNTY, WASHINGTON I� 1 CURVE DATA NO. L(LT4 LENGTH I 80°24'2/" 42/0 + -SET CONCRETE MON. 9 e 4/°24'35' &.68 CASE 3 80°24'er^ 42/0 o = SET IRON PIPE WITH 01111Pt.lam Z 4 83°5D•58" 43.50 NYLON CAP NO.7785 401.1. 5 50'00'00" 4712 ALL LOT CORNERS ARE SET WITH 6 97°50'75' 51.23 3/4"REBAR. 1,,,,4 7 75'08'33" 3330 + ti# 1".I00� 8 49.33.07' 25.79 sq pet FJ°.ver/eyer 9..__-75°06'33•• 3534 �r s,�drl'#1.• Leede/ ° ro 97'03'00" 47/2 yin 41,J•''r' a Nfrfs'/rw % ..,41.••W4 �� /✓el '/rior re,rsfs Acne' o F� \P w 4 a G Pew/Lf Zlf1JO z / 6�5 Of —2B .�—Nediv'orN 27/in.i N 179 v m it o �9L elf , E ti '� D •,V"Xto. ! a i�ie-„ azf/r I, \ 911 NBd'.+d 1/^n Nde•Lf'ds'w 2 Zi?Z6 19 gE IIffE / e � Jdei - • LeKe9 ze4rls 34 35•Dt VI •( rJT �0/, mss. 86 0�$;, F56 a' �f g ore 5 1188/ :s, 87 k...''' ;' p'v,Ab b 44;<----<-;=-' I A - .`m ' 8i i-'a':s. E 5 � . 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I I 1 09 kb dB, an /09/h/wgh//6A 5 A,geraes/at/his sal*A7 inn I5'$/o/avis/i elk gaVIV/d'eeaf h/ Aran a-s/k#rule d4 osc/• drm .Hamra/d'sih we be /ioned on hu//di/9 Rb/plan farniid 4'awns;mnh/ns oral sv//s a/i)no'uc/.bA C Ls///aC sha//no/Sr so/d unfi/son hma when// • hecomoj on uhoYeASea•CO3/6164ous,mrcc/ TRIAD ASSOCIATES SHEET 3 OF 4 SHEETS Jefferson County Building Division Permit Number: BLD14-00372 Applicant: WHYTE BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Foundation Footing 11-7- 11/ -c Footing Drains 1 Foundation Stem Wall /�/7 11 rC Under Floor Framing 11/i/Ii/ Jc Ext.Shear Wall Nailing 1117 Framing Blocking / Airseal Insulation:Walls Insulation: Floors 1115/15 t/ Insulation:Ceiling 05/i5 64 Int.Shear Wall Nailing N/A Wallboard Nailing lit.5//5 Drywell/Alt Drainage a Address Posted 1115116 Septic System Finaled Septic System Finaled SEP00-67 A final inspection will not be scheduled until the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION l VISAS' FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR r • • CONDITIONS for Building Permit# :BLD14-00372 1.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 2.) This approval is for a building permit for a remodel only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 3.) The site plan as submitted with the building permit application on October 13, 2014 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated October 20, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 5.) MANDATORY MEASURES FOR AN AT RISK SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirements: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. b. Installation of a flow meter. c. On-going well monitoring for chloride concentration. d. Submittal of flow and chloride data to the County per monitoring program. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 6.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three(3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets,faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 7.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. • • 8.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs)and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 9.) This parcel is within a no shooting area per JCC 8.50. 10.) AWB 11.) No plumbing has been reviewed or approved for this project by Jefferson County Public Health.Additional requirements may apply if plumbing is proposed. 12.) This building approval accounts for 360 GPD of septic system capacity due to review of the existing floor plan (only one bonus room allowed, this home contains a library and den), as designed and approved SEP00-67 is sized for only one single family residence. It is not sized for an Accessory Dwelling Unit(ADU).The minimum daily design flow per residence is 240 GPD. it \\tidemark\data\forms\F_BLD_Permit_BIdg.rpt 10/31/2014 BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00372 Received Date: 10/15/2014 SITE ADDRESS: 180 SADDLE TREE DR Issue Date 10/31/2014 PORT TOWNSEND, 98368 Expiration Date 10/31/2015 OWNER: TIMOTHY WHYTE PHONE: 360-379-5797 JANET WHYTE 180 SADDLETREE DR PORT TOWNSEND WA 98368-9537 9650 SUBDIVISION: Block: Lot: PARCEL NUMBER: 965000080 Section: 27 Township: 30 N Range: 1V1 CONTRACTOR: MILLENNIUM ONE HOMES INC PHONE: (360)385-4141 40 VANCOUVER AVE PORT TOWNSEND WA 98368 Contractor's License MILLEOH010MM Expires 7/15/2016 PROJECT DESCRIPTION: REMODEL INCREASE THE MASTER BEDROOM BY 84SQ FT. SEP00-00067 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 84 VALUATION ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $234.00 SRE 10/13/14 151629 Exist: 2 Exist: 2 Plan Check $152.10 SRE 10/13/14 151629 Prop: 0 Prop: 0 State Building Code $4.50 SRE 10/13/14 151629 Total: 2 Total: 2 Total: $390.60 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS 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. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY- THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED REMOVE EXTG BLOCKING AT PLATE PROVIDE NEW VENTED BLOCKING AFTER REMOVE EXISTING FASCIA INSTALLATION OF NEW RAFTERS AT AREA OF NEW ROOF OVERHANG 4 NEW FASCIA i TO MATCH EXISTING EXTG EXTG EXTG _ _ _ 4xl 4x 4 10 NEW 2x12 OF 02 RAFTERS o 24" O/C TO MATCH EXISTING RAFTERS SISTER TO EXISTING RAFTER TAILS o AND BEAR ON EXTG PLATE --- - - - - -- ------------- - - - - -- - R -38 HD INSULATION w/ 2" CLEARAN - --- - - - - -- _ - - -�- - �-- - -- 1 - -- ~n — - _ - — - - EXISTING 2x12 RAFTERS a 24" O/C - ------------------B-I-- :lr '04FD rD ITION FL.00F;i� FL. r4 N SCALE: 114" = P -0" KALA POINT DRIVE I I I I I I I I I I I L — — — -- --------------- EEXISTIt,Y � I I — — DRAINFIELD _ — — _ — — — — — — — — — I I � I�` EXISTMG Q ION SEPTIC T" DDI I- - -- —J - -- 2 rd- I a 1 EXISTING I I HOUSE I I I I jJ I I I I I I I J I I I I I I I GA NG I EXTG WALK LL I — — — t — — SETBACK EXISTING DRIVE 1 - ee' SADDLETREE DRIVE 0 NORTH NTS KITCHEN EXTG LAUNDRY EXTG GARAGE 26' -b' EXTG - VERIFY EXTG - VERIFY NEW ADDITION 12" 04 DOUlELLS NEW 911/2" MANUFACTURED JOIST a 16" 0/C DRILL t EPDXY INTO EXTG TO MATCH EXISTING FOOTING 4 STEM WALLS MIN. 4" EMBEDMENT NAIL FLOOR SHEATHING PROVIDE SOLID BLOCKING (TYPICAL ALL NEW TO EXTG) PER SHEAR WALL 4 AT END OF JOIST AND CE 2 LOCATIONS AT BEARING PLATE LINE OF FLOOR ABOVE LINE OF FLOOR ABOVE- -§ -� - - - - -- - -- - _ -- i z 4� — — — — REMOVE EXISTING RIM t0 ALLOW — — ¢ C - NEW — C 4 s I NEW JOIST TO SISTER TO EXTG JOIST I 1 1 1 I IC OI 1 i I 1 i v AND SIT ON BEARING PLATE PROVIDE NEW SOLID BLOCKING I 4xfs N BETWEEN JOIST II FOUNDATION VENT ACCESS WO i I EXTG EXT ' 'I I A L —_J ro— 4rxIODF n L__J 4xI0DF I I E I I TING I I 11/2" TI JOIST a 16" O/C l l l I I Q LL EXTG � o I I 11 I Lu i I I —� I I W I L- --J I I L --1 I I I I I I I I I I I I I I h ITION - - - - - -- —J 5C,4LE: 1/4" I' -O" EMU LIVING EXTG DEN EXI &TING; fLOOfiz EL74 N SCALE: 1 /S" = V -O" EXTG LIBRARY exTo CLOSET M. BEDROOM EXTG BATH BEDROOM (A .' �G M. BATH HOLD DOWN 4 STRAP LEGEND: O11112' POST w/ SIMPSON DTT2Z DRILL 1 EPDXY 1/2" i ROD MIN 6' EMBEDMENT IN CONCRETE ®3' P05T w/ SIMPSON MSTC 28 STRAP FROM POST IN WALL TO FLOOR JOIST BELOW O3' SOLID FLOOR J015T w/ SIMPSON HIM -5D525 w/ SSTB 16 ANCHOR BOLT f LYWOOD OR O.S.B. SHEAR WALLS MAXIMUM SHEAR • 200 PIP. USE 1/2' SWEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 6d NAILS AT 6" O.G. FOR FRAMING, USE DP NON. PROVIDE 1/2' DIAMETER ANCHOR BOLTS AT 48" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END Of THE WALL, SEE FRAMING /5HEAR PLANS. 44 MAXIMUM SHEAR • 315 PLF. USE 1/2" SWEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 5" O.C. FOR FRAMING, USE DF NO2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR PLANS. GENERAL REQUIREMENTS ALL SWEATING EDGES SHALL BE BACKED WITH FRAMING SIZED ACCORDING TO SHEAR WALL SCHEDULE OR 2" NOMINAL BLOCKING. CONNECTIONS BETWEEN ROOF 5HEATIN3 AND WALL SWEATING OR BETWEEN UPPER WALL SHEATHING AND LOWER WALL SHEATHING SHALL BE SUCH THAT REQUIRED EDGE NAILING PER SCHEDULE 15 CONTINUOUS THROUGH BLOCKING AND WALL PLATES. SPACE 10d NAILS AT 12' O.G. ALONG INTERMEDIATE FRAMING MEMBERS. TWO TIE DOWNS ARE REQUIRED ON UPPER FLOOR WALLS, THE TIE DOWNS SHALL BE BOLTED t0 THE UPPER AND LOWER WALL STUDS AND CONNECTED BY THREADED ROD AS PER MANFACTURER'S JEFFERSON COUNTY DCD EXTG - VERIFY ❑ APPROVED AS SUBMITTED 12' -b' EXTG - VERIFY NEW ADDITION APPROVED AS NOTED V -0' L V -0' V -0" pt 3' -O" 2' -b' ❑ RFFJ EICT E / O¢ O 50 305 0 B at0QLLer�, -�--. EXTG X G w/ A 4 WING 3050 w/ AILG TO REMOVED REMOVE EXTG SIDING THIS WALL °v COVER SHEATHING w/ NEW I/2" GWB ss NEW d ° ADDION EXTG 4' HARDWOOD L 15RARI - - -- - -r 4 10 Iu s lu �3 REMOVE EXTG WALL 4 WINDOWS EXTG EXTG CLOSE M. BEDROOM � EXTG CARPET iR EXTG NN r EXTG BATH EXTG BEDROOM -_�T_ N0fRT�4r= 5c;ALE: 1 /4" e V-Oil TYPICAL BOTH SIDES AT NEW TO EXISTING A &T ELEVATION EXTG M. BATH EXISTING HOUSE€ = 1,982 SF= NEU.J 4Dp1T101 = 84 S1= TOTAL HOUSE 2,Ororo Sr- EX1Si i,4G 74 E:) E7.) ITION ELAN NORTH SCALE: 1/4" - P -O" 1/2" PLYWD SHEATH D BLOCKING SIMPSON HI CLIP AT EACH RAFTER CONT. GUTTER ON - 5/4' x 8" FASCIA SIUING PER ELEVAT CONTINUOUS INF ILTRATION BARRI Wk-,AP(TYPICAL) 'i"O.S,,Bg ORPLYWC 5�IcATH14 FilI OR BLOCKING TO MATO FINISH GRADE — 4" dla PERF. FOOTING DRAIN UNDISTURBED EARTH T� F'. W 74 L SCALE: 3/4" = V -0" MATCH EXISTING 30 -YEAR COMP ROOFING OVER 300 ROOFING FELT 2x12 DF 02 RAFTERS a 24' O/C SEE FRAMING PLAN R -38 HD INSULATION PROVIDE A MIN. OF 2' CLR TO ROOF 5WEATHING 5/8' CAD 2xb DBL. TOP PLATE R -21 INSULATION w z r 4 O a W z o W � Q 0C�jwN W Q � a N N O v� Z o <4 E­4 °` 4 �q wok U _ 1 � ire tt N Q F4 2x4 P.T. BILL PLATE w/ 11,7" cila x 10" ANCHOR BOLTS a 48" O/C oc. ! 1' -0" FROM EA END OR O "q" TIG PLYWOOD SUDFLOOR O -_ MANUFACTURED JOISTS a 16. O/C - F4 PER FRAMING PLAN z A R -30 FIBERGLASS BARS H 14 BAR CONT. '4 BAR VERTICAL a 48" O/C w/ ALTERNATING HOOK A (2) 04 BARS CONt. a ° 1 OSOIUHYT Y „nrg!T C -1- I Oi`� PLANS -J 11ILSEC031 A� I V) cO rn �o O Q' C�2 Cat 4 N a Vl (L (D �..� 4 M COj CO 0 e+ V3 Pi cc r ci PA P4 �— 2xb STUDS a 16" O/C F4 2x4 P.T. BILL PLATE w/ 11,7" cila x 10" ANCHOR BOLTS a 48" O/C oc. ! 1' -0" FROM EA END OR Ir PER SHEAR WALL SCHEDULE "q" TIG PLYWOOD SUDFLOOR O -_ MANUFACTURED JOISTS a 16. O/C - F4 PER FRAMING PLAN n /J R -30 FIBERGLASS BARS 14 BAR CONT. '4 BAR VERTICAL a 48" O/C w/ ALTERNATING HOOK (2) 04 BARS CONt. 1 3 1 OSOIUHYT Y „nrg!T C -1- I Oi`� PLANS -J 11ILSEC031 A� I