Loading...
HomeMy WebLinkAboutBLD2008-00374 CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD08-00374 SITE ADDRESS: 462 RAINIER LN Issue Date: 10/22/2008 PORT LUDLOW, 98365 Final Date: 4/7/2009 APPLICANT: CHARLES P JACKSON PHONE: 360-437-4095 SHARON G MEADE JACKSON 46 VILLAGE WAY PMB 104 PORT LUDLOW WA 983635000 SUBDIVISION: PORT LUDLOW NO. 1 AREA 4 Block: Lot: 55 PARCEL NUMBER: 990400452 Section: 8 Township: 28 N Range: 01 E PROJECT DESCRIPTION: NSFR W/ ATTACHED GARAGE W/A/G 110 GAL PROP TANK THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes ,noID THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 4/7/2009 I:\F_BLD_Occupancy.rpt 10/29/19 • MLA08-00387 BUILDING PERMIT APPLICATION Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD08-00374 Received Date: 8/18/2008 SITE ADDRESS: 11L Z RAINIER LN PORT LUDLOW, 98365 OWNER: CHARLES P JACKSON PHONE: 360-437-4095 SHARON G MEADE JACKSON 46 VILLAGE WAY PMB 104 PORT LUDLOW WA 983635000 PORT LUDLOW NO. 1 AREA 4 SUBDIVISION: Block: Lot: 55 PARCEL NUMBER: 990400452 Section: 8 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI NSFR W/ATTACHED GARAGE uJ( 110 qc Cl( 0 P •-firer-K It ca.')1( -- v-Co/ TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,883 VALUATION 200,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 602 SHORELINE: CONST TYPE: DECK: 108 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Date: c ,, "( ( t i D Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,553.75 AMS 08/18/08 100781 APPROVED Plan Check $1,009.94 AMS 08/18/08 100781 State Building Code $4.50 AMS 08/18/08 100781 OCTL;; 2008 Potable Water Application $59.00 AMS 08/18/08 100781 Total: $2,627.19 Jefferson County Planning & Building Department Jefferson.County Building lision Permit Willer: BLD08-00374 . Applicant: JACKSON BUILDING PERMIT INSPECTION APPROVALS \pplicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that 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 Setbacks v, Minimum setback from Rainier Lane right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. Erosion Control I.I/6/0O IV Foundation Footing //b/bP j1 c:A.,E' 1,0.5 rALz&O 11/E2/ 3 Footing Drains MS/tr Foundation Stem Wall iiiii a Under Floor Framing vziol Straps(hold downs) ` J ef `/}/ Ext. Shear Wall Nailing a 2 fre �zIDz tiL7 Rough-in Plumbing /u-i Framing -OM l Blocking II; o? ,; ' Airseal „/` a 17/'1 Insulation. Walls y // O J ,`�1' i.l / 7 :Pe u P,L t: Sid al?k. LOA L-i, D IL Z/2/c,j Ai Insulation: Floors .3 n I b� r-V Insulation: Ceiling l � l Z l 01 f0) Vi4ui.-r&o Eic,u!s 1 x 2'i/9 0f Int. Shear Wall Nailing ./ ./t,9 Al Wallboard Nailing 2-1/q/09 tf Gas Line: Interior i/z 714 a Gas Line: Exterior Propane Tank Heat/Chimney Clearance I ) /D q kDrywell/Alt Drainage / STORM WATER TO BE INSPECTED BY THE PLD . SEE CONDITION 3. -Tic,4-r,IaE IusTA4�at) sl fccp;a Address Posted Mia7/4/Ntlt64- ,/J.,:/t,4 �v. ch w o �W'' . 117 ((A Fo, FINAL INSPECTION Zf' FINAL INS ECTI N MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD08-00374 1.) THE STORMWATE PLAN IS APPROVED BY THE PORT LUDLOW DRAINAGE DRISTRICT(PLDD) AND ANY INSTALLATION INSPECTIONS SHALL BE CONDUCTED BY THE PLDD. THE PIPE ENDS NEED TO BE CUT SHORT OF THE DITCH LINE SO THE JEFFERSON COUNTY DITCH MAINTAINANCE CREW DO NOT CUT THEM OFF WHEN MOWING THE DITCH LINE. THE ROADWAY APPROACH AND DRIVEWAY NEED TO BE SLOPED IN A MANNER THAT DIRECTS RAINWATER INTO THE DITCH AND NOT ON THE ROADWAY. 2.) A Stormwater Site Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 3.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4.) 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.) This parcel is within the Port Ludlow no shooting area per JCC 8.50. 6.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 7.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 8.) The building height is not to exceed 35 feet. 9.) Minimum setback from Rainier Lane right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 10.) 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. 11.) 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. 12.) The road approach permit (RA 0076) must be inspected and finaled by tlllefferson County Department of Public Wor s prior to the final inspection/certificate of occupancy of this residence. Contact Terry Duff, Department of Public Works at 360-385-9159 for the final road approach inspection. 13.) Per MPR Code Section 3.17, accessory dwelling units (ADUs) shall not be allowed in the MPR-SF zone. • 0 .R ECEIV r44, oN.N .:4 JEFFERSON COUNTY /W ' gg r3 DEPARTMENT OF COMMUNITY DEVELOPMENT �' `\ ''4 621 Sheridan Street• Port Townsend • Washington 98368 AUG 2 8 2008 360/379-4450 • 360/379-4451 Fax qsp� www.co.jefferson.wa.us/commdevelopment JCf I[fl SON CtitiNfr OCR Master Permit Application MLA: ( ;� [-- ) Project Description(include separate sheets as necessary): t.Je{,.) 1 38 3 . 1 . t:Sf►'let,le. r�i ly Res L.451 (00a 0 • F. a ,h.e.ci ct�,, -cam. , - 1, Tax Parcel Number: q 9 0 Li 00 Li 5- Property Size: .331 1'y 3745- (acres/square feet) Site Address and/or Directions to Property: LOT 5'Z' ^—R q,',r-, j e t- LAr.e,, -%rt..&.opLow l Cc,c Loca der- T' . �" ��' •l-i•)au On��i►'tii Q!' L-�+'1t.- ��1-f S� Property Owner(s)of Record: Cherie.-5 P. ..r^eY .o. _.,hgrjr G _ he e .fel`cSt r Telephone: (p0)43r)—4Og5- Fax: • tU/t- . email:Te�Dr;,� : r' 413O? Q Mailing Address: 44(D V 1 t (�e,(,Vy— Ptns, toy.— ( -r lali�t ,u, wA, ti, i9' i i I .Coty1 Applicant/Agent(if different from owner): N I.et- ' q 83Cogs--- Telephone: IV C t ' Fax: N j email: N 1 t Mailing Address: NV Or What kind of Permit?(Check each box that applies 141Building 0 Critical Areas Stewardship Plan ❑ Demolition Permit 0 Variance(Minor, Major or Reasonable Economic Use) Single Family le Garag Attache /d etached 0 Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home 0 Modular 0 Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use 0 Boundary Line Adjustment ❑ Address 0 Road Approach 0 Short Plat** q Home Business 0 Cottage Industry 0 Binding Site Plan** IS Propane 0 Long Plat** '❑Sign ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes" Use Consistency Analysis 0 Plat Vacation/Alteration** ❑Stormwater Management 0 Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development** ❑Temporary Use ❑ Shoreline Management Variance 0 Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment 0 Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference 0 Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/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 provide access and right f entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any re ' ater. spection . Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the app' hat or e s pri notice. Signature: 0//1.,Date:The action or actions Applicant wi undertake as a result of the issuance of this permit may negatively impact ue 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 w' of violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if yo a in mpliance h the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-trans e sibi. f heri to and complying with the ESA. The Applicant has read this disclaim an igns and dates it below. Signature: ff, Date: G:\PemritCenter\###FORMS###\ RD FORMS\Master Permit Application 5-29-08.doc - 0 • BUILDER STATEMENT The signer of this stat nt does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be as th sponsibi. oft General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR ANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE • WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) F'AX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: JiX New 14 Wood Existing: RICS ewe r ❑ Addition • ❑ Steel Proposed: 2.... Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Z. Height: ❑ Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: �( Supply: Existing: JU Setback: [1 Water Private well I_l Two Party T pe of Heat: Proposed: .�r ,�Public F, rc!a. A.‘r l Total: �. Name of System: electr^i C Ol l�nsiD1 c.Luau_-k- 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 _ IBC Occupancy: IBC 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 ''f,Above ground Tank Size of Propane Tank: ' ' ) (- 1 • _ 1 Heat Stove )KCook Stove i Woodstove 1 Fireplace Insert 1 Hot Water Tank i Pellet St e i Other Is this applidnce being installed in a Manufactured/Mobile Home? YesL 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 , ,4.N. Main Floor Heated ' 8$1 i8%�591s,c EH Bld App Review: \ �- 2"°Floor Heated J Consistency Review: I5—/ o o Other Heated Base fee: I 555, 7 5 � Mezzanine Additional Section: ' Heated Basement Plan Check fee: I Jocc (LI ' Unheated Basement State Surcharge fee: ,raj Other Unheated Pot Water Review fee: q - 0 Garage/Carport SUBTOTAL 'ace �� 1� boa, 15, 1-1 t `i4 Decks r•I 911/Rd Approach fee: �c) I oA yaLf . t ►�C� Other TOTAL: $act "1 lei Receipt Number: ) 00.1 1 b," Cash/Check Number: 1 ESTIMA COST(REQUIRED) Date: ,7\ /�c�1 •Fair m 'et v lue of all labor and materials foun bn to finish I I'6 J (�O \ (,..ion ,000Initials: �/> 1 lJ G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc . . • 0 RP/` gSON co AUG 1 c11118 2008 t. JEFFERSON COUNTY erg* - )410., Kt DEPARTMENT OF COMMUNITY DEVELOPMENT �ff�f�S ;.¢ ,,• 621 Sheridan Street • Port Townsend • Washington 98368 DCD fip 360/379-4450 . 360/379-4451 Fax NO http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE '`� . chG,r Ces N.NJ c. ,so0 j ,� MLA# t 3 3 ( PROJECT/APPLICANT NAME: ��^)04,ir i n G.•�Q e�-- S.d A Please answer w questions to b . W qll site mp, applicant may chooseallof tothe eitherfollo incorporate ing the elementsthebest intoof theyour geanilityeral plothere plan the for the uestion Master caLandsfor Use Applicationdepictionona or to suabmitthe a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. -There. are- Iv o cAe_o-e,lo pe3 Undo I b-Zor on s re - .re, 1__ 0 -- Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. to F-1 z.t cs e e. 1..Orthujes V c or e..1r;tt-') r3ocrn- est.NT— Co R.n �.r 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. t S , Rom,PO d1.'1 V-k_2.S C,3) (Z C'Zack , Q ear's / fr\rn .Ae rri ) `4b.1.t.be r" ry 4. Describe the existing soils. Indicate soil type on the site map. 5. Describe the existing site hydrology(i.e., drainage;behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable,and indicate acreage of each. arz 5 c rr-.. rn,►9-p — rc, aci it _ `-'c ru,,z-1..;*►n,e_, `' A }nit--- ( i 6-Ch . APPROVED 6. Describe any excess levels of noise generated by the proposed use or activity: STORMWATER PLAN tv ( A.- - on __. P C,S i trod -e, OCT 2 1 2008 Stormwute M JEFFERS°OUN RequiredWEPT.ofc•, t `F' '�"SIGNATURE �.�tu 1 stonnwater site plan template—rev.10/1/200.3 • 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. N c 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas (streams,wetlands,lakes,steep slopes,etc.). Re ,�1 L -,0 a us e. S;Y1ct t e &.1JI�.J 1��-- s o ` `--O(241-i r)Cape... Tar t_ccr k)c3 —5 t-Tre_atArvON Laesruitr\JDxs ,,t_fiteA4 Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation.of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. 9. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual)or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. on -51 te... Pig-'? ,Dry► 1-NGtt-e. rag e.` t� t - A-1 l am.az�rL J hoL) < n Ps ea 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for large"projects or projects that involve the potential for dispersion of contaminants.] lU a W-• d rt - 11. Describe the performance goals and standards applicable to the project. 12. Describe the flow control system. K.)/ stormwater site plan template—rev.10/1/2003 6 • • 13. Describe the water quality system. 14. Describe the conveyance system analysis and design. PJ / A 15. Describe ih source of fill material,physical characteristics of fill material,and deposition of excess material. 0 Pt- 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. Nri 1;—. 17. Describe the proposed surfacing material. (` 2�t ckr G UR.AI _o, QC cAick k.LLc4 { 18. Describe methods for restoration of the site. oil' d-op d r� 2•ema -De Ss ) R� Dl-cur el)r t S 0e� shr�v c3. 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals here. 01 A 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 13 ' Pr 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. _ ` en'Tter - AytWArel-A0 0- Ir5lat9Pthite Ils, ���` . , , T _ 4 J I .ii, ; stormwater site plan template—rev.10/1/2003 ���� C.'t k; ���k i i\11 44 UL t q ii 3 11 5! • • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I-CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements-Construction SWPPP �,r�1. Mark Clearing Limits. .� �,1er"?, t-b�.. r�2X coved. liDo kto t cur 1 ..L�o1 «te Un y CS 1 ��1 ? 2. , Tod-t-e i^i f1. irh_G/-te 2. Establish Constru 'on Access. Pt‹-CE 5 S t.A rl Cr- ��0.k v1 rd CLd{) t,- dd►-Y)er fr CGe s 3. Control Flow Rates. 4. Install Sediment Controls. Pt 5. Stabilize Soils. 6. Protect Slopes. 7. Protect Drain Inlets. stormwater site plan template—rev.10/1/2003 8 • 0 12 Required Elements-Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. 10. Control De-Waterin(the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management P ctices(BMPs). i 12. Manage the Project. � OW(1e-r. LA) i IA Q cn r1 -��, t P_0 2.A�..tcLCk -y rs . r r .d ,r-1 k-e, P-ll 5 i5 a S - 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). I t Pr- b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). N / lr- 3. Environmentally Sensitive Areas. a. Description of environtIly sensitive areas that are on or adjacent to the site. stormwater site plan template—rev.10/1/2003 9 ,tf t, b. Descriptiioon_of special requirements for working in or near environmentally sensitive areas. 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,er ,g bilityttleability,permeability,depth,texture,soil structure). 5. Construction Phasing. a. Construction sequence ski a-� ict--p w L Pi ro [Jed s c J i b. Construction phasing(if proposed) Mone1 p rep - -�► ►1 h � -,� d — 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed construction schedule. C)Cc . mot— v ►e, q II. Wet Season Construction Activities. a. Proposed wet sea construction activities. b. Proposed wetsa o construction activities for environmentally sensitive areas. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initi tion of bonds and/or other financial se unities. D U3 6 II � i �5-f1V� bS I liv� .(ZS — b. Describe bonds and/or other evidence of financial responsibility for liabilityassociated with erosion impacts. p y and sedimentation 8. Engineering Calculations. Provide Design Calculations 9n a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. (� L b. Diversions. (\Y / P c. Waterways. ,Ni / I V' d. Runoff/Stormwater Detention Calculations _ ' stormwater site plan template—rev.10/1/2003 . 10 • Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan,the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities,flow control facilities,or structural source control BMPs (not standard on-site stormwater management BMPs),the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to t st of m knowledge. I also certify that this application is being made with the full knowledge and consent of all owners o ected perty. /d ANDOWNER OR A ORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: 12 stormwater site plan template-rev.10/1/2003 L? V a_ CICI O f� tV i C> . IC> 4.4 • 5,5 1/V 5,10 IMP 6'-7 NW 61-T 3/4• 5,10 1/4• I'-6• 1'-6• 3'-6 1/2• B•-S I/2• 10 *:8 0 =In 71.51 ? . _.,._ 7 , , \ i----.---I i---1 . ‘ , I I . -.0 ..... •••• \ \ /\/ \0N . I \0•TU� p%'`K � �U A 6 1, • 4 f I O 4 1 ® ! 4 eLOPE IR3`./PT. -n A —O 4 4 z ® Q Q "• tl N W. P sv , A I— ®-- . _ 6 Da r -1 I b a.. I p iGSi nG yy0 L__J bD n \ -1-' • J, 0 A"Al (6--- �6` N1i q m ® HIE: • o R i. A • ] \D. _ ®o f O N ..:E. 5,.0. uay O O PEULHRCNT. II \ (C)1_ CD \m 4T3s V' n T IIi _....... \...... \ f (mZ I I 0 -- / P O ,I I 6 w - a 11 N 6 - I I Ft i m T . g V N. .A m 0 ..... _ m S. \ I A ® i • AIpi Cmmm N Z l l. 23 i 4 l[N I� Anm . � a / v.6F_p 4•0• 2•-6• 4'4 121 3,2 1/4•}•o�=m D A /3'a 1/4•/ tV\ — O 1I o m • m II _ 0 _..-/ SLOPE w _ L._.._.._.I 4 I - p w f 0 N 0 '3 T. §c On a 4 f - m D 4, 4 • m F \ W \ Bx'-6•dl 2•-s• 0.RANO tl 2 O, 36•FRI0.I r fro'/FT, tl iI O I I._.._.� Q (i) ®w� L2T�061 .(Qr''' a j j © i O .; _ • p -8 W U m" I ® ® _ • I S'�UB/SHWR n - f \ \ \ 1 I I\ I I) I 1 1 - I 1 1 \ \ \ J • T 3 9 m p • o z • O m a D 3 2'•B' T'-I1 1/3• 2'-3 I/2`2'-S IY2' _ - 6'•0` 2'-9 1/Y ]1 T'-6• x'A• 16'-S I/2• 5'-10. 12•-61/2• / /- / / 2'-6• 34'-C m N A n N N j. K 3 0 m a m x o D o 7C TI p * 2 • im < r nr- 1r- i m° m n A ° 0 m 21 Z m • o i• ' I i M1 A New Residence For Charlie & Sharon Jackson >'' -' :r.. II ( 4) 8 b MAIN FLOOR PLAN JACKSON RESIDENCE LOT#55-- TAX PARCEL#990-400-452 PORT LUDLOW, WASHINGTON 98363 1 9 LOT 54 AIP.N. 990-400-451 SIDE YARD SETBACK 01 s /N 2327 175. 5" REAR YARD SETBACK / 1-- -_ I 1 I 1 `\ O_ 1 00 o °° LOT 5 :}y PROPOSED`.`. z I i A•]�•1�I• ®5� i N RESIDENCE _ 1 1 1 1 1 r v 1 r 1 1 I 1 _ o p< C 1iZ1r— _ 1 N SIDE YARD SETS ELECTRIC I 25'-O": .I : - VAULT �Y 1 R.O.W. _ _VINE 25 ' I 20'-0" 9 I, Jie� / RONT YAR .' SETBA�SF� I 1 4__ ' ! WER TIG THTH SINE I' �, Iri DRIVEWAY wo _ I V N 790IS—� ` RAI_A_E rl,N NE I,N 2327n W _ HER C' 206.55' 6p'-0. — RAINAGB (PLAT) / 1 56 A.P.N. 990-400-400 SITE NOTES: i. UTILITY LINE LOCATIONS ARE APPROXIMATE, ACTUAL LINES PER HOOK-UP LOCATIONS. 2. TOPOGRAPHY PER AERIAL SURVEY PROVIDED BY PORT LUDLOW DRAINAGE DISTRICT. 3. ALL DOWNSPOUT AND FOOTING DRAINS TO BE TIGHTLINED TO DRAINAGE DITCH AT STREET. N GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20fi. so ,IQ I I II I1 I I I I I I I 25 ENTIRE, -CURVE: A = I EV 07' 2 W R=1/600.00' L7316.29' EDGE: OF PAVED ROADWAY (APPROXIMATE) R.O.1?'. CENTERLINE I ZZ A=02055'50" R= 1025.00' L=52.43' A=02037120" �� R=1000.DO' �y // L=45.77' / 12" CULVERT . . . I t�oj \_74 9�' I 'I I I 'I 'ZA N ,J 0 o� 0 � W i I , I I I FOUND A RAILROAD SPIKE WITH PUNCH, N I 41 °27'41 " E, 0.1 1' FROM I THE CALCULATED POINT OF TANGENCY. (TIED 5-27-2008) SITE PLAN SCALE: 1" = 20 FT A New Residence For Charlie & Sharon Jackson LOT# 55 RAMER LANE - PORT LUDLOW, WA 98363 WZ03 1 X14 110 1 ZMA 1� PROJECT DESCRIPTION: NEW 1883 S.F. SINGLE FAMILY RESIDENCE W/ 602 S.F. ATTACHED GARAGE PROJECT ADDRESS: LOT#55 RAINER LANE PORT LUDLOW, WA 98363 CONSTRUCTION TYPE: TYPE V I.B.C. TAR ASSESSOR'S 990400452 ZONING: MPR-S.F. LOT SIZE: 14375 S.F. (033 ACRES) ALLOWABLE IMPERVIOUS SURFACES: 45% (6469 S.F.) LOT COVERAGE (SQ. FT.): PROPOSED RESIDENCE (FooTPRiNT): 2485 S.F. 5PERVIOUS SURFACES (SQ. FT.): RESIDENCE (OUT To EAVES): 3099 S.F. pRIVEWAY 1750 S.F. TOTAL: 4849 S.F. SEWER: OLYMPIC WATER & SEWER WATER: OLYMPIC WATER & SEWER POWER: PUGEI' SOUND ENERGY VENTILATION: SPOT AND WHOLE HOUSE VENTALATION HEAT SYSTEM: ELECTRIC FORCED AIR SYSTEM GOVERNING CODES: 2003 IBC / CHAPTER 51-50 WAC 20031RC/CHAPTER 51-51 WAC 2003 IFC / CHAPTER 51-54 WAC 2003 I MC / CHAPTER 51-52 WAC 2003 UPC / CHAPTER 51-56 & 51-57 WAC NEC LATEST VERSION NFPA 13 LATEST VERSION 2003 WSEC/ CHAPTER 51-11 WAC VENT. & INDOOR AIR QUALITY / CHAPTER 51-13 WAC (03/24/2004) S 3 y'Atis ON m w tt-- a R� J rc w z WA1-10ER WAY -- - SUBJECT PROPERTY kq�NFR w CO z OR z T tC�AV ¢O Pp Q OA O 4 W ;lll 1 M ►� OWNER: CHARLES & SHARON JACKSON 46 VILLAGE WAY PMB 104 PORT LUDLOW, WA 98363 360.457.4095 CONTRACTOR: STRUCTURAL ENGINEER: MCMENAMIN ENGINEERING PO BOX 2525 SILV ERDALE, WA 98383 360.6925500 SURVEYOR: AMERICAN LAND SCIENCE 175 CHIMACUM ROAD, SUITE B PORT HADLOCK, WA 98339 360.385.9851 LOTS 55 AND 56, AREA 4, PORT LUDLOW NO. 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 5 OF PLATS, PAGES 26 TO 32, INCLUSIVE, OFFICIAL RECORDS OF JEFFERSON COUNTY, WASHINGTON. SHEET INDEX Al - SITE PLAN / PROJECT INFORMATION A2 - MAIN FLOOR PLAN A3 - ROOF PLAN A4 - ELEVATIONS A5 - 1/4" BUILDING SECTIONS A6-SCHEDULES APPROVE SITE PLAN StormwatS OCT 2 1 2003 Required JEFFERS 1 DEPT. OF 0 T V SIGNATUR : in p REVISIONS I SCALE AS SHOWN DATE 7/22/2008 SHEET Al kC K � o I 0� , 0 O Q 0 �I 00 O CO I z i I i I r tV m c,-inF- YARD SETBACK SIDE YARD SETBACK L _ _N i V� O 1S 79°23r27" ELECTRIC 25'-0": 44 / •ice � tC•. � i \�\ : rI 'DRA 2 s1. Zi INAGEa G TLi 55 LOTlam , �L f 'f ! 0 ►�"� I —�I��- i/�_ ` PROPOSED �o/� l AY.N. 99 N RESIDENCE o . + / Zp —O - ' (0 ! ► J�� 12ON7 YAR ; K SETBAC SEWER rIGHTL.INE �- '• 71 Sit VEWAY cn 180► ` 7��. c r t .. rrGHTLINE, t4 F _. int 60'-On 2S 3 VI t6X-lu t0 p' � J iw N y� —�W 00 E NT I R U RV E • -...... -.-.-....... ...... -. RIDGE -- 0 =1 07' 20" \ — - I](PICAL..B_4_QES�gSEht R = 1 00.001 1 Z METAL OR COMPOSITE ROOFING Of ION FELT L 1 6-29' g O/ SHEATHING PER PLAN O/ 2X 12 RAFTERS OR TRUSSES 0 24" O.C. PER PLAN W/ R-38 INSULATION (R-30 WHERE VAULTED) O/ S/e+ GWB W/ VAPOR BARRIER PRIMER - ------------ -MAIN FLOOR PLATE iD EDGE OF PAVED ROADWAY T-O" WINDOW DOOR HEADER — (APPROXIMATE) ---—:—�------------------------ - — TYP XT. WAL)...9Y9S-F.M CEDAR SIDING Q -BATH of 18K FELT m O/ 1/2".CDX PLYWOOD O/ 2X6 STUDS 0 161 O.C. (U.N.O.) W/ R-21 INSULATION �"�'GWB R.O.W. CENTERLINE / — — — — — — MAIN FLOOR SUB :FLOOR - Q=02055'50" R=102.5.00' L=52.43' Q =02037120" R=1000.001 L=45.77' 12" CULVERT ry -- 7YELINT WALL SYS7_EM 1/2".GWB - O/ 2X4 STUDS (2X8 STUDS WHERE NOTED ) 0 18" OC of 1/2" GYPSUM BOARD APPR ED ORMW ER PLAN OCT/2 1 2008 Derr. OF --------------------------------- GARAGE SLAB ON GRADE DRAINAGE MAT, TYP. FREE DRAINING SOIL, TYP- 4" DOWNSPOUT TIGHTLINE, TYP. 4" PERFORATED FOOTING DRAIN W/ FILTER FABRIC OVER FREE DRAINING ROCK, TYP. T C� 2-7qZ >y � 1 �%✓ �Jvwr15 Gov UT I-..�Ca� i ores k)rclirIIctcIe icrhrL� r,C. �VloVse, ��£:(25 Ta S t r eT c c-) CLUZ" f c� SE reed Stormwat Is Required f�l/ e , f)oi"(_�)7-ecQ colvN-eCT fd y9o- YO 0 41lvz 7?09i**V j em X L*4 40 r .3S FbRWT 40(libuwAml