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BLD2014-00468
BUILDING PERMIT APPLICASN B Review 0468 Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00468 Received Date: 12/23/2014 SITE ADDRESS: ANCHOR LN. OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-8242 70 BREAKER LN PORT LUDLOW WA 98365-9766 9689 SUBDIVISION: Block: Lot: PARCEL NUMBER: 968900015 Section: 17 Township: 28 N Range: 1E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2016 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NSFR WITH DETACHED SINGLE CAR GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,493 VALUATION 223,950.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: OTHER: SHORELINE: CONST TYPE: �ECRKAGE. 277 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 1PWELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,895.00 SRE 12/22/14 153949 �°y Plan Check $1,231.75 SRE 12/22/14 153949 APPROVED State Building Code $4.50 SRE 12/22/14 153949 FEB 12 2015 Potable Water Application $67.00 SRE 12/22/14 153949 Total: $3,198.25 Jefferson County DCD 11 tidemark ldata\forms\F_3LD_App_Bld.rpt 12/23/2014 'SSON o{ DEPARTMENT OF COMMUNITY DEVELOPMENT G 621 Sheridan Street,Port Townsend,WA 98368 Tel: 360.379.4450 Fax:360.379.4451 Web:www.co.jef£erson.wa.us/communitydevelopment .gS,11j N`,,`6' F.-mail:dcd@co.lef£erson.wa.us CERTIFICATE OF OCCUPANCY PERMIT#: BLD14-00468 APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-8242 70 BREAKER LN PORT LUDLOW WA 98365-9766 SITE ADDRESS: 202 ANCHOR LN. Issue Date: 02/12/2015 Final Date: 8/7/2015 SUBDIVISION: 9689 - LUDLOW COVE DIVISION 2 Block: Lot: PARCEL NUMBER: 968900015 Section: 17 Township: 28 N Range: 1E PROJECT DESCRIPTION: NSFR WITH DETACHED SINGLE CAR GARAGE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: R-2 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes l' THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 8/7/2015 \\tidemark\data\forms\F_BLD Occupancy.rpt 8/12/2015 eOr' `"o JEFFERSON COUNTY - �` DEPARTMENT OF COMMUNITY DEVELOPMENT -47-,,,,,,-,° Date: LI 13 Time Received: /0/Q 45i1 pm Mon. Cue) Wed. Thur. Fri. Date: C(-151 BLD: /c4- K(o g Contact Name: Owner: P14- Contact Number: 360 77' 33C, 3 Address: 2 0 2 4f-AJ J;C) 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 Final Inspection -ks Floor Wall g Address Posted Ceiling ON `45 °ti- JEFFERSON COUNTY ki DEPARTMENT OF COMMUNITY DEVELOPMENT P PA Date: ,f; t"7 Time Received: 22_2 am0r Mon. Tue. 0. Thur. Fri. Date: 3— . BLD: I1- 4Ig Contact Name: Owner: Contact Number: 360 jl 0 0'/- Address: t 2p Z / 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 Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling v`s,: 6"tA JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT .THINGS°? Date: j Time Received: it-3e) fpm Mon. Tue. Wed. Thur. ri. j Date: 7• BLD: — L Contact Name: Owner: a gglidei Contact Number: 360 0— Q 704 Address: ;' „ , -, 206 Notes: &Lee f 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 4 � JEFFERSON COUNTY "¢gON gDEPARTMENT OF COMMUNITY DEVELOPMENT `l 9jHlNo cs Date: �,,1- Time Received: I :67 am/13m, Mon. Tue. Wed. hur' Fri. Date: 2--24-; BLD: 4 Contact Name: Owner: 1)�f� Contact Number: 360 SO1 .- 5171 2Z Address: 244 C, � _ (� 206 Notes: t-1 (�,. s. 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 w Co , JEFFERSON COUNTY `‘O' DEPARTMENT OF COMMUNITY DEVELOPMENT _--,_--- 11 Date: Z�IgTime Received: = ; '.etOam Mon. Tue. Wed. 118P. Fri. Date: -7--t C( BLD: L4- 4S4 Contact Name: Owner: ✓V l ` Contact Number: 360 7r" Address: ?-0 Z..-- 41/1., C \ 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furance Footing , / Rough In Air Seal Above ground Gas Stemwall V 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 e''''''e'''''' `b,-2 JEFFERSON COUNTY ' DEPARTMENT OF COMMUNITY DEVELOPMENT Date: j- (, Time Received: I c94-1 am m! Mon. Tue. Wed. Thur. Date: ,1-7 BLD: ( (4- 1-1(47S( Contact Name: Owner: P(,A Contact Number: 360 3'c` / 070`7Y Address: ALp2 Pctsi (--).) 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 Final Inspection X Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling ¢SON w� U`2 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT -6,,-,,,,,,,o' Sll I N,,,o' Date: cj q Time Received: i t 7 ama Mon. Tue. Wed. 4 Fri. Date: -(C., BLD: I "l -r Z1(AC - Contact Name: Owner: }PirA Contact Number: 360 301 O70-1 Address: (9-0-2- l4-0)=-Lt's t-t- 206 Notes: t`."--e_- S pvj f . 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 •Fw¢ ` e, JEFFERSON COUNTY 0 DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 7 3/ Time Received: 206 am0 Mo•. Tue. Wed. Thur. Fri. 1 r1� (, Date: Y-3 BLD: /`_/ _- - (03 Contact Name: Owner: ?on) Contact Number: 360 3e)/ 070Y Address: 9-.0 Z ANc+1o; 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 Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling ��4SON ��G: 4 ti., JEFFERSON COUNTY 9,pH�G O DEPARTMENT OF COMMUNITY DEVELOPMENT Date: /raTime Received: 90/ absm Mon. Tue. Wed. hur Fri. Date: 7/20 BLD: 14 - 00448 Contact Name: Owner: "PLA Contact Number: 360 3O( • 07041 Address: 0,' AMC W02. Lt4 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines i—rea c. 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 ¢w¢ _ coo -T JEFFERSON COUNTY 9S DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 6, ,--(6/ Time Received: j �_ amti Mon. Tue. Wed. Thur. Lri /� Date: // S — BLD: Contact Name: Owner: F/ Contact Number: 360 Address: 77 y 335-3 ��1�. ��� 206 Notes: C, B 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 �4w4s N cow JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT KING" Date: s---G.Time Received: am/pm Mon. Tue. Wed. ow Fri. Date: S"f1 BLD: 14 ' *at Contact Name: Owner: pc., Contact Number: 360 .-"2"? / 3.5.5-.3 Address: 2_73 2_ /*,, '.r 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground 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___,4 - Foundation Wall Address Posted n1-1. D. 7:1, Ceiling <,(,,' --o, JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 9Jyf NGS am/a • Tue. Wed. Thur. Fri. )ate: '5.-- I Time Received: ,D I' 5, y '/ Date: BLD: I I I/64 Contact Name: Contact Number: 360 77V 3JS3 Owner: 1)1.1 206 Address: 20"2- AD` r /� Notes: — Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under ground Framing Dic 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 Ventilation Appliance Post Hole Underfloor Gas/Wood stove Insulation Man Homes Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling gake.45ON c'oe JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 1y t\ Date: . L Time Received: ‘.;2.,„ y 3 am/ rG Mon. Tue. Weed. Thur. C Eri.` Date: BLD: , - jf k Contact Name: Owner: Contact Number: 360 301 3(0 '7 Address: . - N � -4 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground 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 ID 4, 13 L.- _::_)" LUDLOW COVE 2 E PLOT PLAN — LOT 15 APPROVED SITE PLAN JAN 2 g 2014 1 4? 3C' SETBACK FROM 0-;1h l „-- __ -- JEFFER ' S TY SCALE: '" = 20' DEPT.OF ' n.. .�, O __MT SIG . .0, : / c o 27 Jr / / ® 0 `1 LUDLON COVE 2 - -DT 15 - PARCE. NO.: E 98900015 Q 5' ESM'T ADDRESS: N 53'50'48 E 45.29' r N 8 TA - ._ -- Si• £ N 57'13'04" E 38.93' _ 1 ' \ ', , j (J1 rFOOTING 3' BSB_ O f DRAIN Jj ,Lq°, 1 5' BSB- r ., r AREAS °"--A \ o L 9.5' LOT Si:E 6,355 S.F. HOUSE 1,493 S.F. i, \ ti HOUSE �' PORCH 132 S.F. 1 GARAGE 532 S.F. 1.\ ; I F V P 7 LP I GARAGE co s -A -- - ,- - -- -t - • CALIFORNIA DRIVEWAY c �`n- PORCH i - € r r 20' EASEMENT V o, I t t �- m ' N o I \ r ` ...„...--'tk---- - mil 1614 at..., (- w •--- J /� _ _ �° �al � I Cr) L_6=33'20•29" v R=85.00' �L :_ -;' ANCHOR LANE 49.46' "C-_---, LUDLOW COVE 2 DECEMBER 16; 2014 BUILDER: PLA PREPARED BY: ESM CONSULTING ENGINEERS, LLC SCALE: 1"=20' PLAN: WATERFRONT-QUILCENE 1 LOT: 15 1 JOB#965-C13-007 DRAWN B`'. FR' • • Sally Ellis From: Cliff O'Brien <COBrien @westharborhomes.com> Sent: Monday, December 15, 2014 2:59 PM To: Sally Ellis Subject: Water& Sewer Availability Attachments: Homesite 15 Water& Sewer Availiblity.pdf Sally,Attached are the water and sewer availability forms for Homesite 15. I will bring the originals later this week. Still working on the plot plan. Thank you, Cliff O'Brien Construction Manager Port Ludlow Associates,LLC 70 Breaker Lane,Port Ludlow,WA 98365 p:360-437-8242 I f:360-437-2522 West a rbor Homes http.//www.westharborhomes.com 1 V • • Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information Lot 15-Quilcene(C16)Garage Right Waterfront Port Ludlow Associates LLC • Ludlow Cove Phase 2 Cliff Obrien 360-437-8242 Heating System Type: 0 All aver systems .O Neat Pump _ \V To see detailed instructions for each section,place your cursor on the word"Instructions". P Design Temperature Instructions Design Temperature Difference(AT) 45 Port Townsend . _—. AT=Indoor(70 degrees)-Outdoor Design Temp • t Area of Building "y Conditioned Floor Area 'l Instructions Conditioned Floor Area(sq ft) 1.493 , - . '- I'1 • ( %,_;iljkb- .: IY DEVELOPMENT Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 9.0 13,437 Glazing and Doors U-Factor X Area = UA • Instructic 'S 0.30 _ 438 131.40 Skylights U-Factor X Area = UA Instructions 0.50 0 --- Insulation Attic U-Factor X Area = UA 01 structions R-49 _ � 0.026 1,493 38.82 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions I. r --1'' '' . 0.027 0 Above Grade Walls(see Fie:rre n U-Factor X Area UA instructions re,, r tlute m ]its- v 0.056 1,589 88.98 Floors U-Factor X Area UA ions i p . 0.025 1,493 37.33 Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions 0 No Eeto,v Grade calls in this pielecr V --- -- Slab Below Grade(see Figure 11 F-Factor X Len.th UA Instructions - --- - -- No Slab Below Grade in this project v --- O Slab on Grade(see Figura v F-Factor X Len.th UA Instructions --.- — - No Slab on Grade in this project • _- 0 Location of Ducts Instructions ...___....__ -- Duct Leakage Coefficient No Ducts ;ma 1.00 Sum of UA 296.53 Envelope Heat Load 13,344 Btu I Hour Figure 1. Sum of UA X AT _ Air Leakage Heat Load 6,530 Btu/Hour Volume 0.6XAT X.018 Above Grade Building Design Heat Load 19,874 Btu/Hour Air Leakage*Envelope Heat Loss Building and Duct Heat Load 19,874 Btu/Hour Ducts in unconditioned space.'Suns of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 24,843 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Dud Heat Loss X 1.25 for Heat Pump (07/01/13) 2012 Washington State Energyie: UA Alternative Worksheet, Type R- cupancies Zero_Energy Plans Version Lot 15 -Quilcene (C16) Garage Right Waterfront Ludlow Cove Phase 2 Port Ludlow Associates LLC \ �7 70 Breaker Lane i [In)_ (- aLE � �l `L Port Ludlow, WA 98365 i i U'. '�(� 360-437-8242 jI I1? �EC 1 5 2014 Contact: Cliff Obrien L' el i J t n C,i CJUNIY i___,_ EFT Of .Ch•":MUNIIY DEVELOPMENT Conditioned Floor Area 1,493 Conditioned Building Volume 13437 Weather Station Pon Townsend V Component Performance, R-3 occupancies Code Target Values Area UA Area UA Doors U = 0.300 60 18 60 15 Overhead Glazing U = 0.500 0 0 0 0 Vertical Glazing U = 0.300 224 67 257 67 FlatNaulted Ceilings U = 0.026 1,493 39 1,493 40 Wall (above grade) U = 0.056 1,621 91 1,589 91 Floors U = 0.029 1,493 43 1,493 37 Slab on Grade F = 0.540 0 0 0 0 Below Grade Wall U = 0.042 0 0 0 0 Below Grade Slab F = 0.570 0 0 0 0 Target UA Total 258 Proposed UA Total 250 Target Credits from Table 406.2 0.5 Proposed Credits from 1.5 Table 406.2 Qualifies If the Proposed UA <<the Target UA, and the Proposed Credits From Table 406.2 are >_those required in Section R406.2 than the home meets the 2012 WSEC. Exterior Doors Plan Component Door Width Height ID Description Ref. U Qt. Feet Inch Feet inch Area UA Therma Tru Classic Craft w Custom 0.23 1 3 ° 6 8 20 5 Therma Tru Patio Door w Custom 0.27 2 3 ° 6 8 40 11 V Custom 0.00 0 0 w Custom 0.00 0 0 ■ Custom 0.00 0 0 0 0.00 0 0 ■ 0 0.00 0 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 12/11/2014 1 of 6 2012 Washington State Energy UA Alternative Worksheet, Type R- cupancies Sum of Area and UA 60 15 Overhead Glazing: Plan Component Glazing Width Height ID Description Ref. U Qt. Feet Inch Feet Inch Area UA ■ 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 Sum of Area and UA 0 0 H_ rJ E DEC 1 5 2014 )' I Ji rF'_i's'' LJUNTY Oh COMMUNITY DEVELOPMENT Copyright 2013,WSUEEPIO-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 12/11/2014 2 of 6 2012 Washington State Energy.le: UA Alternative Worksheet, Type R- cupancies Vertical Glazing Plan Component Glazing Width Height ID Description Ref. U Qt. Feet inch Feet 81oh Area UA PlyGem 200 Series Single Hung HP2+ V 0 0.26 6 2 8 5 6 88 23 PlyGem 200 Series Single Hung HP2+ V 0 0.26 2 5 ° 5 6 55 14 PlyGem 200 Series Single Hung HP2+ V 0 0.26 2 7 ° 5 6 77 20 PlyGem 200 Series Fixed HP2+ V 0 0.26 1 5 ° 2 ° 10 3 PlyGem 200 Series Single Hung HP2+ V 0 0.26 1 4 6 4 ° 18 5 PlyGem 200 Series Single Hung HP2+ V ! 0 0.26 1 2 2 4 ° 9 2 IF 0 0.00 0 0 V ' 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 0 0.00 0 0 V 0 0.00 0 0 0 0.00 0 0 v 0 0.00 0 0 v 0 0.00 0 0 f -. i� _ nom [iv ■ v 0 0.00 0 0 111 v 0 0.00 0 0 1 11 ' 0 0.00 0 0 DEC 1 5 I ' 0 0.00 0 0 0 0.00 0 0 30UNTY 0 0.00 0 0 V ' 0 0.00 0 0 V ! 0 0.00 0 0 V 0 0.00 0 0 0 0.00 0 0 V ' 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 ' 0 0.00 0 0 0 0.00 0 0 V 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 V 0 0.00 0 0 0 0.00 0 0 V 0 0.00 0 0 0 0.00 0 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 12/11/2014 3 of 6 2012 Washington State Energy Ole: UA Alternative Worksheet, Type R- cupancies • 0 0.00 0 0 • 0 0.00 0 0 • 0 0.00 0 0 � — • 0 0.00 0 0 n� l •0 0.00 0 0 • 0 0.00 0 0 ......DEC- 1 5 2014 'f .__ o 0.00 0 0 / v 0 0.00 0 0 v,sy v 0 0.00 0 0 Y DEIELOPME_NT • 0 0.00 0 0 • 0 0.00 0 0 • ': 0 0.00 0 0 • ' 0 0.00 0 0 • 0 0.00 0 0 Sum of Area and UAI 257 67 Glazing Area Weighted U 0.260 Flat/Vaulted Ceilings Plan Component Attic ID Description Ref. U Area UA R49 blown Attic STD baffled • 10-7 0.027 1,493 40 • Custom 0.000 0 • Custom 0.000 0 • Custom 0.000 0 Sum of Area and UA 1,4931 40 Walls (Above Grade) Plan Component Wall ID Description Ref. U Net Area UA R21 cavity -RO foam STD 2X6W Lap • 10-5 0.057 1,589 91 • Custom 0.000 0 0 • Custom 0.000 0 0 • Custom 0.000 0 0 Sum of Area and UA 1,589 91 Floor(over crawl or exterior) Plan Component Floor ID Description Ref. U Area UA R38 vented Joist 16oc • 10-3 0.025 1,493 37 • 0 0.000 0 • 0 0.000 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 12/11/2014 4 of 6 2012 Washington State Energy.le: UA Alternative Worksheet, Type R-lacupancies 0 1 0,000 0 Sum of Area and UA 1,4931 37 Slab on Grade (less than 2 feet below grade) Plan Component Slab Slab ID Description Ref. F Length UA V Custom 0.000 0 ■ 0 0.000 0 ■ 0 0.000 0 w 0 0.000 0 Sum of Area and UA 01 0 Below Grade Walls and Slabs Plan Component Wall Wall Wall Slab Slab Slab ID Description Ref. U Area UA F Length UA w 0 0.000 0.0 0.000 0 ■ 0 0.000 0.0 0.000 0 V 0 0,000 0.0 0.000 0 w 0 0.000 0.0 0.000 0 Sum of Area, Length and UA 01 0.0 01 0 0 :. -- ,\.- oEC 1 5 2014 ,ill C,,,00ulTv,O 1ELOPMENT Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 12/11/2014 5 of 6 2012 Washington State Energy elle: UA Alternative Worksheet, Type R-10cupancies Table R406.2 Summary Opt. Description Credit(s) la Efficient Building Envelope la 0.5 ❑ lb Efficient Building Envelope lb 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 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 1.0 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 • 0.5 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 3448 kWh ❑ Total Credits 1.5 *Please refer to Table R406.2 for complete option descriptions Fr-- DEC 1 5 2014 jku wUNTY CG gihUNITY D{VE igi Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 12/11/2014 6 of 6 �44�L5 FilM[ • w14• L-tl06 , ON °o� JEFFERSON COUNTY _ 5 2014. DEPARTMENT OF COMMUNITY DEVELOPMENT I •, !,L Q 21 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.Jefferson.wa.us/communitydevelopment ys"'~"1 l __ I —el:360.379.4450 i Fax:360.379.4451 I Email:dcdAco.jefferson.wa.us . i.:,_„ , lAC1 BuildirjKM ' opment Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: h ANUA • at.-3.(13 Project Description(include separate sheets as necessary): New single family residence with detached single car garage Tax Parcel Number: 968900015 Property Size: 6,355 sq ft (acres/square feet) Site Address and/or Directions to Property:Homesite 15 on Anchor Lane in the Ludlow Cove Subdivision located in Port Ludlow Property Owner(s)of Record: Port Ludlow Associates-Attn: Diane Smeland Telephone: '..60 437-8342 Fax: 360 437-2522 email: dsmelend @portludlowassociates.com Mailing Address: 70 Breaker Lane,Port Ludlow,WA 98365 Applicant/Agent(if different from owner): CC-Aff' 0b10.410 ` _r LA n 1-4 co" Telephone:360 437-8242 Fax: 360 437.2522 email: cobrien @portludlowassociates.com Mailing Address: 70 Breaker Lane,Port Ludlow,WA 98365 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 II Garage Attached/Detached ❑Conditional Use[C(a), C(d),or C]** El Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑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** ❑Sign ❑ 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 Advance Determination(SPAAD)* ❑ Shoreline Management Substantial Development** E l Temporary Use ❑ Shoreline Management Variance ❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑ 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: Cuff OBflell DESIGNATION OF AGENT I hereby designate . i-ct as my agent in matters relating to this application for permit(s). OWNER SIGNATURE /I , . II ,/, Date: 12/11/14 By signing this application form,the owner/agent attests 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 of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs ac -ss and r' t of entry will be assumed unless the applicant informs the County in writing at the time of the appli . m that he or she w. s •rior no,(r-. Signature: A. I' ���r Date: 12/11/14 The action or actions Applicant will undertake as . 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 you are in compliance with the Jefferson Co development code.The Applicant acknowledges that he,she or it holds individual and non-transferable onsibifity for adherin to and com g with th ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: 401-4_ ca Date: 12/11/14 07/24/2013 • 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: Port Ludlow Associates, LLC ( 360)437-8342 ( 360 )437-2522 MAILING ADDRESS: 70 Breaker Lane, Port Ludlow,WA 98365 EMAIL: dsmeland©portludlowassociates.com CONTRACTOR'S LICENSE WAINS NUMBER: PORTLAL994L8 NUMBER ARCHITECT/ENGINEER: Union Studio/Michael J. Anderson PHONE ( 360)437-8342 FAX:( 360 )437-2522 MAILING ADDRESS: 70 Breaker Lane,Port Ludlow,WA 98365 EMAIL dsmeland @porttudlowassodates.com PrQ1ect Type: Frayne Type: Bathrooms: Shoreline: Typg of Sewage Disposal: New .,-Wood Existing: 0 ewer Addition Steel Proposed: 2 Bank Community System Alteration/Remodel _ Concrete Total: 2 Height: Individual System Repair 1 Masonry SEP Permit# - Demolition Other: Bedrooms: Water Supply: Existing: D Setback: Private well Two Party Type of Heat: Proposed:osed: 2 Total: 2 .-/Public Ductless Heat Pump Name of System: _- Olympic Water&Sewer, Inc If this is a Commercial Protect 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 1 No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO I evotS telleP i knaT retaWtoH I Is this appliance being installed in a Manufactured f 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:ilA W11- 2fa Floor Heated Consistency Review: g_„ �� Other Heated O Base fee: l �5'd3 Mezzanine Additional Section: 1Ci -vv Heated Basement o Plan Check fee: I 2.23 1 --?-T Unheated Basement State Surcharge fee: 0 4 ' S- Other Unheated O Pot Water Review fee: lo-1- -00 Garage/Carport SUBTOTAL 1-2., 15135- 0 Decks 911/Rd Approach fee:Z 11 72 o Other v TOTAL: $ 3113_2;c tr ;3. -62_• Receipt Number: t 5q(-1C1 U dEMEI /nrk uu ber: 1ci ✓ � � ESTIMATED COST(REQUIRED) Date: + 11�` .Fair market v$Je of all labor and materials fou,•Ation to finish Y ,4 2-3 , Slp 1-1 DEC 1 '1 1 2014: I ' �`C- III r,L. ____1'U 1 ■c,-i-,n,i', ;,,,UNTY 07/24/2013 ?)`?T.OF COTv^.WiUNlTY DEVELOPMENT • • � i \\9 IE 4�ON 6 JEFFERSON COUNTY k 6 'DEPARTMENT OF COMMUNITY DE VEL OP MENT 'ti �Er 1 5 2014 ii if& ,„ 621 Sheridan Street• Port Townsend •Washington 98368 l`S J��l O 360/379-4450 • 360/379-4451 Fax Ui�TY NC's http://www.co.jefferson.wa.us/commdevelopment/ tu:ti;,UPiIIYDEVEO°MENT Stormwater Calculation Worksheet f�' (-1(N MLA# 6� • SC 3 PROJECT/APPLICANT NAME: U 'J—*--3 CC 41. La \ I.r 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 r`1 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet (• 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 Z )-' sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. C...) sq/ft Circle: Yes CN'O ) Well,utilities,etc. I J`' sq/ft Does the project convert 2'/:acres or more of native vegetation to pasture? Driveway, parking, roads,etc. �6 sq/ft ' �7 Circle: Yes No 3 Lawn, landscaping, etc. 4--d2J sq/ft Other compacted surface,etc. 0 sq/ft Indicate Total Volumes of Proposed: pp Total Land Disturbance 10"S sq/ft Cut � Fill CD (cu/yd) [over] stormwater caic worksheet—REV.2/20/2008 1 • r■1 L. 7 \\9 Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natura n•itions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increaserll rate •f flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but'*r4 not limited t• roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel ftlada p cwea! ". •• vials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 243 d sq/ft Structures(all roof area) sq/ft Sidewalks -6 sq/ft Sidewalks sq/ft Patios Wes,( sq/ft Patios sq/ft Solid Decks C2J sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads,etc sq/ft Driveway, parking, roads, etc sq/ft Other �7 sq/ft Other sq/ft Total New L-0 ) 2__ sq/ft sq/ft Total Existing sq/ TOTAL NEW+TOTAL EXISTING* C-_n,O Z sq/ft This amount will be used 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: SC5 % Does the site have 35%or more of existing impervious surface? Circle: Ye 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 owners of the affected property. (LANDO • ER OR '• ORIZED REPRESENTATIVE SIGNATURE) (DATE) Rm^ rprb .]_"6 e -0'P ea k 7 qb -x'." x "'R+ .+vYbg "e^a *w�: ro :-�_ ;; e ;Y ,- stormwater talc worksheet-REV.2202OO8 2 • 0 JEFFERSON COUNTY PERMIT CENTER 621 SHERIDAN ST. PORT TOWNSEND WA 98368 (360) 379-4450 WATER AVAILABILITY NOTIFICATION PUBLIC WATER SYSTEM TO: Jefferson County Environmental Health Department FROM: Water System Name OLYMPIC WATER & SEWER, INC. System Operator OLYMPIC WATER & SEWER, INC. State ID Number 68700L Total Connections for which system is approved 2,169 Number of service connections existing 1 ,538 as of October 31, 2014 Number of service connections committed 1 ,540 Date and results of most recent water bacteriological analysis November 2014=SATISFACTORY The OLYMPIC WATER AND SEWER, INC; water system currently servers potable water at the following location: Assessors Parcel ID# 968900015 Legal Description Lot 15, Ludlow Cove Phase II Site Address Operator Signature Date December 15, 2014 • res Jefferson County Permit Center - '` .s 621 Sheridan Avenue Port Townsend, WA 98368 SEWER AVAILABILITY NOTIFICATION RE: Tax Parcel 968900015 Lot 15,Ludlow Cove Phase II Port Ludlow, WA 98365 To Whom It May Concern: Olympic Water and Sewer, Inc. will supply domestic sewer service to one single family residence at the above referenced lot. December 15,2014 arry Date President Olympic Water and Sewer, Inc. 70 Breaker Lane Port Ludlow, WA 98365 • • • • LUDLOW COVE 2 PLOT PLAN - LOT 15 APPROVED SITE PLAN JAN 2 9 2014 1 i 3C' SETBACK FROM 0;NL - - "� -_�__ --- JEFFE�;.-.I TY KALE = 20' DEPI:OF c,. �,.� -1�� MEN_D ��au ° SIG ' -II I , 10 zo / LUDLO1' COVE 2 - .3T 15 r m �.�} 1 `t' PARCE. NO.: E 38 900015 • ESM'T i ADDRESS: N 53 50'48" E 45.29' or -. N 82,2 IP — — 2gSj 6 E' 1 — \ N 57't 3'04" E 38.93' v(Aim (-1 - 0 FOOTING J 5' BSB_ , DRAIN Lkg r 5' BSB_ cFC 1 s 0 AREAS if \ a 9,5' LOT SCE 6,355 S.F. HOUSE 7,493 S.F. �i \ ti HOUSE 3 PORCH 186 S.F. R GARAGE 532 S.F. w I GARAGE co �- s ‘t-30_ , \ r• , ib cN / 1 ___ __r CALIFORNIA DE'IVEWAY (�t` 4 - PORCH i / /^ 20' EASEMENT / 0.c" .. - fir^^ t . 2 r 40011e JV 5141 `L.:--__4.____ bib* ll-). -----g , 5 t-A=33'20'29" ' R=85.00' gf ---- -am � , ANCHOR LANE 49.46' -� C= l_UDk-_OvA' COVE 2 DECEMBER 16, 201,1 M BL,,LDER: PL-1 PREPARED BY: ESM CONSULTING ENGINEERS, LLC SCALE: 1" =20' PLAN: WATERFRONT-QUILCENE LOT: 15 1 JOB# 955-013-007 CRAVIN B . GR • • David W. Johnson From: David W. Johnson Sent: Monday, February 09, 2015 2:18 PM To: Cliff O'Brien Cc: David W. Johnson Subject: RE: PLDD Stormwater Review Good. I don't think the dry wells are a good idea on that site because of the fill, and since you can just discharge to the bay. Footing drains can just be routed through perforated pipe under the lawns. I'll go ahead and change your site plan. From: Cliff O'Brien [mailto:COBrien @westharborhomes.com] Sent: Monday, February 09, 2015 12:57 PM To: David W. Johnson Subject: RE: PLDD Stormwater Review I think that it will just be the lots that PLDD has concerns with. We can apply this to all of the lots if that makes things easier. From: David W. Johnson [mailto:djohnson@co.jefferson.wa.us] Sent: Monday, February 09, 2015 12:51 PM To: Cliff O'Brien Cc: David W. Johnson Subject: RE: PLDD Stormwater Review Will this apply to all lots or just lot 15? From: Cliff O'Brien (mailto:COBrien @westharborhomes.com] Sent: Monday, February 09, 2015 12:27 PM To: David W.Johnson Cc: Diana Smeland Subject: RE: PLDD Stormwater Review Let's just keep it simple then. We will not use the drywell method, but will instead use the method described in section 3.1.3 Perforated Stub-Out Connections (BMP T5.10C) of the Western Washington Stormwater manual. Thanks From: David W. Johnson [mailto:djohnson©co.jefferson.wa.us] Sent: Monday, February 09, 2015 11:01 AM To: Cliff O'Brien Cc: David W. Johnson; Eric Kuzma Subject: RE: PLDD Stormwater Review How will you determine if the soils are adequate or inadequate before you install the drywell? Again, I want something in writing from Trevor. Thanks! 1 • From: Cliff O'Brien [mailto:COBrien @westharborhomes.com] Sent: Monday, February 02, 2015 8:29 AM To: David W.Johnson Subject: RE: PLDD Stormwater Review Spoke with Trevor. In the event that we find the soils to be inadequate we will be employing one of the two attached methods. From: David W. Johnson [mailto:djohnson @co.jefferson.wa.us] Sent: Friday, January 30, 2015 12:35 PM To: Cliff O'Brien Cc: David W. Johnson Subject: RE: PLDD Stormwater Review Yes, get something from the stormwater engineer in writing that confirms soils are adequate for drywells to satisfy the PLDD. Thanks! From: Cliff O'Brien [mailto:COBrien @westharborhomes.com] Sent: Friday,January 30, 2015 12:27 PM To: David W.Johnson Subject: RE: PLDD Stormwater Review The soils that are on that site are all fill from the upper portion of the site which is comprised of sand. I can get further clarification from ESM if you like. Let me know. From: David W. Johnson [mailto:djohnson @co.jefferson.wa.us] Sent: Friday, January 30, 2015 11:19 AM To: Cliff O'Brien Subject: RE: PLDD Stormwater Review Cliff, How do you know the soils are okay for drywells? Is it addressed in the stormwater plan or geotech? From: Cliff O'Brien [mailto:COBrien @westharborhomes.com] Sent: Friday,January 16, 2015 9:44 AM To: David W. Johnson Cc: Diana Smeland Subject: PLDD Stormwater Review David, Here are my comments concerning the PLDD Stormwater Review. 1. Stormwater Calculation Worksheet a. We will not be including an impervious calculation for the driveway, walkways and patios as we will be using pervious pavers for those surface. b. All of these items are addressed by our current SWPPP plan and Construction Stormwater Permit 2 • 2. Homesite 15—Drywells. We will not be proposing or providing a design for an alternate approved method for the management of roof runoff as the soil on Homesite 15 is appropriate for drywell installation. Please let me know if you have an other concerns, Cliff O'Brien Construction Manager Port Ludlow Associates,LLC 70 Breaker Lane,Port Ludlow,WA 98365 p:360-437-8242 esth arbor Homes http://www.westharborhomes.com 3 DQD BLD 14-00468 UILDING PERMIT APPLICAN Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00468 Received Date: 12/23/2014 SITE ADDRESS: ANCHOR LN. OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-8242 70 BREAKER LN PORT LUDLOW WA 98365-9766 9689 SUBDIVISION: Block: Lot: PARCEL NUMBER: 968900015 Section: 17 Township: 28 N Range: 1E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2016 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NSFR WITH DETACHED SINGLE CAR GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,493 VALUATION 223,950.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: �ECRAKGE. 277 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 1 PWELL _l BEDROOMS: BATHROOMS: I - 1 �1is -j an Exist: 0 Exist: 0 Prop: 2 Prop: 2 Upr'c')A+ reuiE?Lu Total: 2 Total: 2 Routing Date: Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $1,895.00 SRE 12/22/14 153949 Plan Check $1,231.75 SRE 12/22/14 153949 State Building Code $4.50 SRE 12/22/14 153949 Potable Water Application $67.00 SRE 12/22/14 153949 Total: $3,198.25 \\tidemark\data\forms\F_BLD_App_Bld.rpt 12/23/2014 ��o\ `9c — �'I �'JEFFERSON COU'N'TY DEPARTMENT OF COMMUNITY DEVELOPMENT >- ) E 21 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.jefferson.wa.usicommunitydevelopment TS"'!,C*--‘ ° —J el:360.379.4450 I Fax:360.379.4451 I Email:dcd(a.co.iefferson.wa.us Building Permits&arsplonst.•Qetre opment Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: '(.4451 • 6 q'?, Project Description(include separate sheets as necessary): New single family residence with detached single car garage Tax Parcel Number: 968900015 Property Size: 6,355 sq ft (acres/square feet) Site Address and/or Directions to Property:Homesite 15 on Anchor Lane in the Ludlow Cove Subdivision located in Port Ludlow Property Owner(s)of Record: Port Ludlow Associates-Attn: Diane Smeland Telephone: 360 437-8342 Fax: 360 437-2522 email: dsmeland@portludlowassociates.com Mailing Address: 70 Breaker Lane,Port Ludlow,WA 98365 , Applicant/Agent(if different from owner): (4- C.) -V.SF` U T-Abil_ ),..ka-F-Vi� Telephone:360 437-8242 Fax: 360 437-2522 email: cobrien@portludlowassociates.com Mailing Address: 70 Breaker Lane,Port Ludlow,WA 98365 What kind of Permit?(Check each box that applies ❑ Lot or Road Segregation BBuilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) B Single Family B Garage Attached 1 Detached El Conditional Use IC(a),C(d),or C]** ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑ 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** ❑Sign ❑ 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 Advance 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: Cliff OBrien DESIGNATION OF AGENT I hereby designate tact as my agent in matters relating to this application for permit(s). OWNER SIGNATURE 1154EV ti ` I Date: 12/11!14 By signing this application form,the owner/agent attests at 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 i 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 i expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and ri9'it of entry will be assumed unless the applicant informs the County in writing at the time of the applic-tin that he or she w.. s prior no,-. (/ 12/11/14 Signature: A. , e t-v-1e. Date: The action or actions Applicant will undertake as : result of the issuance of this permit may negatively impact upon one or more threatened or I endangered species and could lead to a potential"lake"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 you are in compliance with the Jefferson Co Pity development code.The Applicant acknowledges that he,she or it holds individual and non-transferable sponsibility for adherin3,to and com y' g with th ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: A..4—or 12/11/14 07/24/2013 • • . 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: Port Ludlow Associates, LLC ( 360 )437-8342 ( 36D )437-2522 MAILING ADDRESS: 70 Breaker Lane, Port Ludlow,WA 98365 EMAIL: dsmeland @portludlowassociates.com CONTRACTOR'S LICENSE WAINS NUMBER: PORTLAL994L8 NUMBER ARCHITECT/ENGINEER: Union Studio/Michael J. Anderson PHONE ( 360)437-8342 FAX:( 360 )437-2522 MAILING ADDRESS: 70 Breaker Lane,Port Ludlow,WA 98365 EMAIL dsmeland @portludlowassociates.com Project Type: Frapie Type: Bathrooms: Shoreline: Type of Sewage Disposal: /New ■Wood Existing: Dwer Addition Steel Proposed: 2 Bank Community System Alteration/Remodel Concrete Total: 2 I Height: Individual System Repair Masonry SEP Permit# Demolition Other: Bedrooms: Water Supply: Existing: 0 Setback: Private well Two Party Type of Heat: Proposed: 2 ,Private Ductless Heat Pump Total: 2 Name of System: Olympic Water&Sewer,Inc 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: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO I evotS telleP I knaT retaW toH I 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 �� rS �f EH Bld App Review: `t a 2°°Floor Heated Consistency Review: O .(XD Other Heated Base fee: o I , i5-�`' Mezzanine Additional Section: Heated Basement 6 Plan Check fee: ( d1' R-S— Unheated Basement State Surcharge fee: 0 y - s- Other Unheated Pot Water Review fee: lul- l'')° Garage/Carport SUBTOTAL 3 X2 15135.4+0 Decks 2,--n 1? fa 911/Rd Approach fee: o„F, . Other v TOTAL: $ ,S1 1 3.2 . i �1io1Cj •62 • Receipt Number: 45 6i4C1 r--:.:.--:_:._ n -,Cash/ h$r�k-t+kuritber: C, . 1 ESTIMATED COST(REQUIRED) Date:-- I I �, i I� J i ' ■ .Fair market value of all labor and materials foundation to finish 1.414/i`1 _^ -� Initials: & .- .. —___1 "h/ r 07/24/2013 • • .,,,,SON co.,. JEFFERSON COUNTY A/ ��,� DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend • Washington 98368 • O$ 360/379-4450 • 360/379-4451 Fax �sI3INO). http://www.co.jefferson.wa.us/commdevelopmentl Stormwater Calculation Worksheet • I MLA# G-1 • C ) ( PROJECT/APPLICANT NAME: \-0 -7.)1 ti� CL�41. lye \ r —IN ___ 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 l`1 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet (.�S' 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 2,7). -2_, sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. v sq/ft Circle: Yes CNo j Well, utilities,etc. ]`�J sq/ft Does the project convert 2'/z acres or more of native vegetation to pasture? Driveway, parking, roads,etc. Z�r' sq/ft 2 Circle: Yes No) Lawn, landscaping, etc. 54--a "� sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: pp Total Land Disturbance ., ? S E sglft Cut Fill (cold) [over] stormwater calc worksheet—REV.2/20/2005 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 tb roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads; packed eatttenmaterials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORM WATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING 2 Structures (all roof area) 6`2-. sq/ft Structures(all roof area) sq/ft Sidewalks c6 sq/ft Sidewalks sq/ft Patios Wes( sq/ft Patios ___sq/ft Solid Decks CU sq/ft Solid Decks _sq!ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc sq/ft Driveway,parking, roads,etc sq/ft Other �7 sq/ft Other sq/fl Total New sglft Total Existing sq/ft TOTAL NEW+TOTAL EXISTING" "/na 2- sq/ft 'This amount will be used 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: a(irri Does the site have 35%or more of existing impervious surface? Circle: 6_es> 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 StormwaferManagement 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 owners of the affected property. (LANDO .'ER OR • ORIZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY-° • SMALL, MEDIUM_ LARGE REDEVELOPMENT Storniwater Site Plan Yes., No alormwater calc worksheet—REV.220:2CC`c 2 • s 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 tb 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) 6 2. sq/ft Structures(all roof area) sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios CD sq/ft Patios sq/ft Solid Decks V> sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc sq/ft Driveway, parking,roads,etc sq/ft Other �7 sq/ft Other sq/ft Total New 2 2 0 2 - sq/ft Total Existing sq/ft TOTAL NEW+TOTAL EXISTING* 2_22 c,Z sq/ft 'This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT p Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: a(<,• % Does the site have 35%or more of existing impervious surface? Circle: Ye 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 owners of the affected property. \� \\\ N (LANDO • ER OR • ORIZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY'" SMAt L�: MEDIUM_ LARGE REDEVELOPMENT Stormwater Site Pf3it .Yeses ;No-= r_ stormwater Gale worksheet-REV.220/2008 ' • 0 (,,. .'"cON -62 DEPARTMENT 01.• COMMUNITY DEVELOPMENT -, Qt Sheridan Street, Pitt l I u\n9end,A\.. \ `I;;So; I.`d: 360.379.4450 I'as:360.3794451 Web:wvwu co.lg(<I nl vc;t N'Ldl]L11UIn1cic 4C101?tueut , .......) UPFRONT REVIEW TEAM INTAKE EXIT FORM APPLICANT: l� -C CASE: ''`" r-' � I y� 4 L c� DATE: Z ( c ( ( 4-k- Was your application deemed complete: Yes No' If yes, Reviewers complete the next section: Land Use Reviewer: 1)W J Is your review complete?: PC) If, no, what remains to be done?: 1�V O � 41 C (-es_ c (- ,, If yes, has all relevant data, including conditions been entering into Tidemark?: Has the site plan been stamped approved and signed?: Has the consistency review checklist been attached to this form?: Has any additional information been provided to the applicant (Stormwater, standard conditons?): Any additional notes?: Environmental Health Specialist: � I A Is your review complete?: ' If no, what remains to be done?: Any additional notes or information to applicant?: 0/I-c-�- ± Se.ct-c--r" (e, Plans Examiner: Citiy\e r Is your review complete?: I (\! If no, what remains to be done?: Any additional notes or information to applicant?: -gk;t,- ._ r k. L +vv, Road Approach Tech: (ti' / A Is your review complete?: If no, what remains to be done?: Any additional notes or information to applicant?: If no, complete other side • • If no, what still needs to be submitted to make it complete? (attach checklists here if applicable) a PGA � w 2 t� -� W� (v��� ctc G�tiz�-`l You will have 90 days to submit your additional information to make your application complete or risk forfeiting your fee. This does not preclude DCD from requesting subsequent additional information based upon review. I have read this form and understand what information is required to make my application complete: Applicant/Agent Signature Date (- 'EC ` ;, t 'JCC18.40.110 Submission of acceptance of application determination of completeness—Additional information and project revision. (a)If the applicant receives a determination that the application is incomplete or that additional information is required,the applicant shall have 90 calendar days to submit the necessary information to the administrator,or to appeal the decision to the hearing examiner in accordance with the procedures for Type II projects.Within 14 calendar days after the applicant has submitted the additional information,the administrator shall again make the determination described in subsection(2)of this section. (b)If the applicant refuses to submit additional information,does not request additional time to submit the required information within the 90- calendar-day period,or does not appeal the decision,the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee.The department of community development shall not be responsible for notifying the applicant of an impending expiration. JEFFERSON COUNTY = is DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend,WA 98368 I Web:www.co.jefferson.wa.us/communitydevelopment Tel: 360.379.4450 I Fax: 360.379.4451 I Email:dcd @co.iefferson.wa.us Square ONE Resource Center I Building Permits&inspections I Development Review I Long Range Planning January 13, 2015 PORT LUDLOW ASSOCIATES LLC 70 BREAKER LN PORT LUDLOW WA 98365-9766 RE: SITE ADDRESS: 202 ANCHOR LN. CASE#: BLD14-00468 Dear PORT LUDLOW ASSOCIATES LLC: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. Please review the comments from the Port Ludlow Drainage District and revise your application accordingly. Please submit the above information to the Department of Community Development within 90 days of the date of this letter which would be 4/13/2015. As required by Jefferson County Code, JCC 18.40.110(3) and (6), if the information is not submitted or additional time to submit the required information within the ninety (90) calendar day period is not requested, the application would be considered abandoned and therefore withdrawn and application fees will be forfeited. Jefferson County Code provides that the Department of Community Development shall not be responsible for notifying the applicant of an impending expiration, thus any further notification would not be forthcoming. Sincerely, .9a aid Wa we Affa wwt Department of Community Development Staff c: File 1\tidemark\data\forms\F_MLT AddInfo_Requst.rpt 1/13/2015 • Gray Osborne, Inc. CONSULTING ENGINEERS December 31, 2014 10, , :n, JAN - 5 215 :'1 Mr. David Wayne Johnson - Planner Jefferson County Department of Community Development i. _ _ _ ' 621 Sheridan Street Port Townsend, Washington 98368 SUBJECT: SITE PLAN REVIEW, BUILDING PERMIT APPLICATION BLD14-00468, LOT 15, LUDLOW COVE II SUBDIVISION PORT LUDLOW DRAINAGE DISTRICT, JEFFERSON COUNTY, WASHINGTON G&O#14559.00 Dear Mr. Johnson: Thank you for the opportunity to review the Master Permit Application and Stormwater Calculation Worksheet for the proposed single-family residential structure on Lot 15 in the Ludlow Cove II Subdivision. We have the following comments regarding the information provided: 1. Stormwater Calculation Worksheet: a. The impervious surface of the driveway, walkways, and patios must be included in the calculation of impervious surface. b. The project is New Development, not Redevelopment, since the existing amount of impervious surface is 0. The Figure 1 flowchart must be followed to determine the minimum requirements that should be applied to the project. According to Figure 1 (see attached)this project should be required to comply with Minimum Requirements#1 through#5 since the project will result in the installation of more than 2,000 square feet of new impervious hard surfaces. 2. Site Plan: Minimum Requirement#5 requires On-Site Stormwater Management Best Management Practices (BMPs)meeting the Low Impact Development 701 Dexter Avenue N., Suite 200 Seattle, Washington 98109 (206) 284-0860 Fax (206)283-3206 4 Printed on recycled paper • Mr. David Wayne Johnson 11 ; JAN _ r December 31, 2014 I Page 2 .� BMPs included in List#1 (Ecology 2012 Manual, Volume I,page 2-30). List#1 includes the use of full dispersion(BMP T5.30), full infiltration (BMP T5.10A), rain gardens, downspout dispersion systems, or perforated stub-out connections for management of roof runoff. The site plan indicates that stormwater collected in the footing drains and, presumably, the roof drains will discharge to dry wells for infiltration. For dry wells to function properly requires the appropriate soils and a minimum of 1 foot of separation between the bottom of the dry well (minimum depth of the dry well is 4 feet) and the seasonal high groundwater level or impermeable soil layer. These conditions are most likely not available adjacent to Ludlow Bay; therefore, the proponent should propose and provide a design for an alternative approved method for On-Site Stormwater Management. Please contact me if you have any questions regarding this review. Sincerely, GRAY& OSBORNE, INC. / Nancy E.Leockett, P.E. NEL/hhj Encl. 4 Printed on recycled paper S �� � M JAN - 52015 FIGURE 1 : NEW DEVELOPMENT I JI j Start Here Does the site have Yes See Redevelopment 35% or more of Minimum existing impervious Requirements and coverage? Flow Chart (Figure 2) No Does the project convert 3/4 acres or more of native • vegetation to lawn or Does the project add landscaped areas, or 5,000 square feet or . convert 2.5 acres or more more of new of native vegetation to impervious surfaces? pasture? Yes Yes No \ ` Does the project have • 2,000 square feet or "LARGE" PROJECT more of new, replaced, All Minimum Requirements or new plus replaced apply to the new impervious impervious surfaces? surfaces and converted pervious surfaces. 0 No • "MEDIUM" PROJECT Does the project have Minimum Requirements#1 land-disturbing through #5 apply to the new activities of 7,000 and replaced impervious Yes square feet or more? surfaces and the land disturbed. No • "SMALL" PROJECT See Minimum Requirement#2, Construction Stormwater Pollution Prevention Based on Fig.2.2 from 2001 Ecology Stormwater Management Manual for Western Washington • • S Jefferson County DCD Building Division Correction Notice PERMIT NUMBER j//_ f /o 6 OWNER P7 Al JOB LOCATION ,;2C,7 h'A1c HD/Z L,tJ Inspection of this structure has found the following violations: 0 pLf1A1D�A3r ca B,11e Gam IJ -wr /D rkS C.)u it-L , f R.SZC ( ) Y) 5 pc.a5 .3c,0c K (Z, 4) ricaNr ref,,eepi fN.5714L- - NOtc Got) G2, 6-p4r.a. rcas-55 4) lw --r U- LJr 4T//e:e Sr.e/PP/,MM 7) /JShALC 4D®.e5$ (C tr ) 9) GaA)F/zM /IsJ L , rh1 �/7 r/c i You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made,�call for inspection. _��i���l' Date f' �f/ Inspect BUILDING DIVISION (360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE Jefferson County Building Division Permit Number: BLD14-00468 Applicant: PORT LUDLOW ASSOCIATES LL( 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 S• etbacks Erosion Control <._ 13..L� Foundation Footing ,.L Footing Drains .2-.a4N 42.1=. Foundation Stem Wall al 5 M Underground Plumbing A Under Floor Framing it S !y S• traps (hold downs) Ext.Shear Wall Nailing i,t "„ L,J �( Rough-in Plumbing 5�/7/��t5 Framing c/4/15 / B• locking 514/15 A• irseal 5/4/S Insulation:Walls 5/7/15 ,Q'/ Insulation: Floors AfiS �Y Insulation:Ceiling 4•.%)( ' Int.Shear Wall Nailing Of/t.5- • /' Wallboard Nailing 1 ./� Heat/Chimney Clearance . 41/1(s, • Address Posted a 5/05 rS Err Pac ' 7/. /S �{ r 7 ,3G/it 5 � fiLID X03/'5 , 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 FINAL INSPECTION UST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD14-00468 1.) DWJ. 2.) Perforated Stub-out connections(BMP T5.10C)will be used for stormwater instead of drywells 3.) 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. 4.) The site plan as submitted with the Builiding Permit application on December 15, 2014 and revised on January 30, 2015 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 February 10, 2015 shall be resubmitted for review and approval by Jefferson County Department of Community Development. \\tidemark\data\forms\F_BLD_Permit_Bldg.rpt 2/12/2015 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00468 Received Date: 12/23/2014 SITE ADDRESS: 202 ANCHOR LN. Issue Date 2/12/2015 Expiration Date 2/12/2016 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-8242 70 BREAKER LN PORT LUDLOW WA 98365-9766 9689 SUBDIVISION: Block: Lot: PARCEL NUMBER: 968900015 Section: 17 Township: 28 N Range: 1E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2016 PROJECT DESCRIPTION: NSFR WITH DETACHED SINGLE CAR GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,493 VALUATION 223,950.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: R-2 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: CONST TYPE: GAGE 277 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,895.00 SRE 12/22/14 153949 Exist: 0 Exist: 0 Plan Check $1,231.75 SRE 12/22/14 153949 Prop: 2 Prop: 2 State Building Code $4.50 SRE 12/22/14 153949 Total: 2 Total: 2 Potable Water Application $67.00 SRE 12/22/14 153949 Total: $3,198.25 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 587899 V: 8 P: 113 P9:2 of 5 LPLAT 12/05/2014 10:33 AM $138.00 DIANA SMELAND Jefferson County WA Auditor's Office - Donna Eldridge, Auditor VIII All III&II.i«it?ih%16MA" tiL DfIII W I II II I ML,407- 00593 LUDLOW COVE DIVISION 2 SUB, 3.00O, s A RE-PLAT OF TRACT E OF LUDLOW COVE DIVISION 1 PHASE 1, RECORDING NO. 479189 A PORTION OF GOVERNMENT LOTS 1 AND 2 AND THE NORTHWEST 1/4 OF SECTION 17. TOWNSHIP 28 NORTH. RANGE 1 EAST. W.M. JEFFERSON COUNTY, WASHINGTON VICINITY MAP i LEGAL DESCRIPTION ' TRACT E OF LUDLOW COVE DIVISION 1 PHASE 1 AS PER PLAT RECORDED IN VOLUME 8 OF PLATS, PAGES 1 THROUGH 6, UNDER RECORDING NO. 479189, RECORDS OF JEFFERSON COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF JEFFERSON, STATE OF WASHINGTON. NOTICE TO PURCHASERS 1. LOT OWNERS SHALL BE AWARE THAT JEFFERSON COUNTY HAS APPROVED THE HABITAT MANAGEMENT PLAN (HMP) DATED 6/6/03 AND SHOULD BE AWARE OF THE CONTENTS OF THE HMP. 2. A PERMANENT PHYSICAL SEPARATION ALONG THE UPLAND BOUNDARIES OF THE STREAMSIDE AND WETLAND BUFFER AREAS SHALL BE INSTALLED AND PERMANENTLY MAINTAINED AS LONG AS THE BUFFERS ARE REQUIRED BY JEFFERSON COUNTY. SUCH SEPARATION MAY CONSIST OF LOGS, A. TREE OR HEDGEROW, OR OTHER PROMINENT PHYSICAL MARKING APPROVED BY JEFFERSON COUNTY: 3. THE CUTTING OR DAMAGING OF ANY TREE OR OTHER VEGETATION LOCATED WITHIN A NATIVE GROWTH PROTECTION EASEMENT AREA DESIGNATED ON THIS PLAT IS PROHIBITED EXCEPT FOR THE REMOVAL OF DEAD, DISEASED, OR DYING VEGETATION THAT PRESENTS A HAZARD; THE IMPLEMENTATION OF AN ENHANCEMENT PLAN REQUIRED OR APPROVED BY JEFFERSON COUNTY; THE LIMBING, PRUNING, OR SELECTIVE THINNING OF TREES AND OTHER VEGETATION TO CREATE, ENHANCE, OR PRESERVE SCENIC VIEWS TO THE, EXTENT PERMITTED BY JEFFERSON COUNTY WITHIN NATIVE GROWTH PROTECTION EASEMENT AREAS; OR AS MAY OTHERWISE BE PERMITTED BY JEFFERSON COUNTY. ANY WORK, INCLUDING REMOVAL OF DEAD, DISEASED, OR DYING VEGETATION, IS SUBJECT TO COMPLIANCE WITH PERMIT AND OTHER REQUIREMENTS OF APPROVALS JEFFERSON COUNTY. JEFFERSON COUNTY SHALL HAVE THE RIGHT BUT NOT THE OBLIGATION TO ENFORCE THE REQUIREMENTS, TERMS, AND CONDITIONS OF THIS RESTRICTION BY ANY METHOD AVAILABLE UNDER THE. DIRECTOR OF PUBLIC WORKS CERTIFICATE LAW' I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THIS FINAL PLAT IS IN COMPLIANCE WITH THE 4. WETLAND BUFFERS SHALL REMAIN NATURALLY VEGETATED EXCEPT WHERE VEGETATION HAS BEEN CERTIFICATE OF IMPROVEMENTS ISSUED PURSUANT TO THE JEFFERSON COUNTY UNIFIED DEVELOPMENT CODE AND IS CONSISTENT WITH ALL APPLICABLE COUNTY IMPROVEMENT STANDARDS AND REQUIREMENTS IN FORCE. DISTURBED, INVADED BY HIGHLY UNDESIRABLE SPECIES (E.G., NOXIOUS WEEDS), OR WOULD SUBSTANTIALLY ON THE DATE OF Ed INARY PLAT APPROVAL, THIS_ DAY OF /�o1iG►yt3r 2014. BENEFIT FROM THE INCREASED DIVERSITY OF INTRODUCED SPECIES. WHERE BUFFER DISTURBANCE HAS -r- / ____ OCCURRED DURING CONSTRUCTION, REPLANTING WITH NATIVE VEGETATION SHALL BE REQUIRED. MINOR ' PRUNING OF VEGETATION TO ENHANCE VIEWS AND REMOVAL OF UNDESIRABLE SPECIES (E.G., ALDERS) MAY BE PERMITTED BY JEFFERSON COUNTY ON A CASE -BY -CASE BASIS. JEFFERSON COUNTY DIRECTOR OF PUBLIC WORKS DEPARTMENT OF COMMUNITY DEVELOPMENT ADMINISTRATOR'S CERTIFICATE 5. IN ORDER TO AVOID SIGNIFICANT ADVERSE IMPACTS TO SOILS AND WATER, NATURAL VEGETATION SHALL BE MAINTAINED IN OPEN: SPACE AREAS, PROVIDED THAT REMOVAL OF DEAD, DISEASED, OR DANGEROUS I HEREBY CERTIFY THAT ON THIS 1,9 DAY OF �/ [O C � ✓ 2014, THAT THIS FINAL PLAT IS TREES AND THE SELECTIVE THINNING OF VEGETATION AND LIMBING OF TREES FOR VIEWS SHALL BE IN SUBSTANTIAL CONFORMANCE WITH THE PRELIMINARY PLAT AND ANY CONDITIONS ATTACHED THERETO, PERMITTED PROVIDED THE HEALTH OF LIMBED TREES IS NOT JEOPARDIZED AND SUCH ACTIVITIES ARE IN WHICH PRELIMINARY PLAT WAS APPROVED BY JEFFERSON COUNTY ON THE _ DAY OF __, AND THAT ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED BY A QUALIFIED FORESTER OR SIMILAR PROFESSIONAL MINOR MODIFICATION OF A PRELIMINARY PLAT APPROVED BY JEFFERSON COUNTY ON THE 15TH DAY OF PLACEMENT OF RECREATIONAL AMENITIES (SUCH AS A PICKLE BALL COURT) SHALL BE PERMITTED IN JANUARY, 2014. ACCORDANCE WITH THE RECOMMENDATIONS OF A LICENSED ENGINEER IN A GEOTECHNICAL REPORT. 6. LOT OWNERS SHALL BE AWARE THAT JEFFERSON COUNTY HAS APPROVED THE LUDLOW COVE ADMINISTRATOR, JEFFERSON COUNTY COMMUNITY DEVELOPMENT DEPARTMENT ARCHEOLOGICAL RESOURCES AND TRADITIONAL CULTURAL PLACES ASSESSMENTS DATED 6/31/03 AND JEFFERSON COUNTY PUBLIC HEALTH DIRECTORS CE FICATE SHOULD BE AWARE OF THE CONTENTS OF SAID REPORT. APPROV D BY TU OPUB HEALTH DEPARTMENT THIS _ fKAY OF #%jbCe,0' , 2014. 7. AS DELINEATED IN THE FIELD BY ORANGE PAINTED 1" X 2" STAKES, NO EARTH DISTURBING ACTIVITY SHALL BE ALLOWED IN SENSITIVE AREAS UNLESS WITNESSED BY CULTURAL RESOURCE CONSULTANTS, INC. OR OTHERS AS APPROVED BY JEFFERSON COUNTY. CTOR, JEFFE N COUNTY PUBLIC HEALTH DEPARTMENT 8. ARCHEOLOGICAL DISCOVERIES - IN THE EVENT ARCHEOLOGICAL ITEMS ARE DISCOVERED DURING - OUNTY TREASURERS CERTIFICATE .?M4 �,,A CONSTRUCTION, BUILDERS AND LOT OWNERS SHALL OBSERVE THE FOLLOWING PROTOCOL: STOP WORK. DO ALL ES AND /OR ASSESSMENTS. DUE ARE PAID IN FULL ON THIS OF di/pIjyt 2014. NOT FURTHER DISTURB THE AREA OR REMOVE ANY MATERIALS THERE FROM. NOTIFY IMMEDIATELY THE _DAY JEFFERSON COUNTY DIRECTOR OF COMMUNITY DEVELOPMENT, (360) 379 -4450. THE DIRECTOR OF COMMUNITY DEVELOPMENT WILL IMMEDIATELY NOTIFY THE WASHINGTON STATE OFFICE OF ARCHEOLOGY AND "OAHP "), JE676SON COUNTY TREASURER HISTORIC PRESERVATION ( (360) 407 -0752. PROTECT THE AREA FROM VANDALS AND COLLECTORS. OBTAIN SERVICES OF A QUALIFIED ARCHEOLOGIST TO EVALUATE THE SITE AND MAKE RECOMMENDATIONS FOR COUNTY ASSESSORS APPROVAL FURTHER WORK IN THE AREA. IF FURTHER EXCAVATION OR DISTURBANCE OF THE SITE NECESSARY, OBTAIN EXAMINED AND APPROVED THIS DAY OF v 2014: THE APPROPRIATE PERMIT FROM THE OAHP. PROCEED ONLY IN COMPLIANCE WITH THE TERMS AND `^ CONDITIONS OF SAID PERMIT. r l 9. A GEOTECHNICAL REPORT DATED 3/22/95 PREPARED BY GEOENGINEERS, INC. AND A SUPPLEMENTAL JEFFERSON COUNTY ASSESSOR REPORT DATED 10/25/2013 PREPARED BY GEORESOURCES (TOGETHER "REPORTS ") HAVE BEEN PREPARED FOR THIS PLAT. A COPY OF THE REPORTS HAVE BEEN PLACED IN THE FILE FOR THIS PROJECT IN THE ATTEST: OFFICE OF THE JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. THE REPORT CONTAINS INFORMATION AND RECOMMENDATIONS RELATING TO SITE WORK, CONSTRUCTION ACTIVITY AND RELATED MATTERS ASSOCIATED WITH SOILS AND SLOPE STABILITY. ALL CONSTRUCTION AND CLEARING ACTIVITIES ON DEPUTY JEFFERSON COUNTY ASSESSOR ANY LOT WITHIN THIS PLAT SHALL EITHER (1) COMPLY WITH THE RECOMMENDATIONS SET FORTH IN THE REPORT; OR (2) COMPLY WITH THE RECOMMENDATIONS OF AN ALTERNATIVE GEOTECHNICAL /ENGINEERING COUNTY BOARD COMMISSIONERS REPORT. IN THE EVENT AN ALTERNATIVE GEOTECHNICAL /ENGINEERING REPORT IS PROPOSED, THEN PRIOR APPROVED JESON C BOARD OF COMMISSIONERS THIS - r t DAY OF , "wc146E 2014. TO COMMENCEMENT OF ANY LAND- DISTURBING OR CONSTRUCTION ACTIVITIES ON ANY LOT, AND PRIOR TO JH�EJE THE ISSUANCE OF A BUILDING PERMIT, THE ALTERNATIVE REPORT SHALL BE PREPARED BY A LICENSED GEOTECHNICAL ENGINEER, A PROFESSIONAL GEOLOGIST, OR A LICENSED PROFESSIONAL ENGINEER KNOWLEDGEABLE IN THE REGIONAL CONDITIONS WITH PROFESSIONAL EXPERIENCE IN LANDSLIDE, EROSION, CHAIRMAN BOARD OF OUNTY COMMISSIONERS ATTEST: CI OF THE BO AD D Y OR SEISMIC HAZARD EVALUATION AND SUBMITTED TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT - / DEVELOPMENT REVIEW DIVISION. THE GEOTECHNICAL /ENGINEERING REPORT SHALL ILLUSTRATE THE EXACT LOCATION OF ALL PROPOSED RESIDENTIAL FOUNDATIONS, REINFORCEMENTS, ROCK WALLS, ETC., BASED ON (MOTES THE RECOMMENDATIONS OF THE REPORT. AN INSPECTOR WORKING UNDER THE SUPERVISION OF A LICENSED ENGINEER SHALL BE ON THE SITE DURING SUBGRADE PREPARATION. 1. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, . CONDITIONS AND RESTRICTIONS AS SHOWN HEREIN ARE FROM FIRST 10. TEMPORARY EROSION CONTROL METHODS FOR CONSTRUCTION PURPOSES SHALL BE APPROVED BY THE AMERICAN TITLE COMPANY OF JEFFERSON COUNTY FIFTH SUBDIVISION CERTIFICATE ORDER NO. 56189 DATED JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS AND EMPLOYED DURING CONSTRUCTION. A SET OF OCTOBER 23, 2014. IN PREPARING THIS FINAL PLAT, ESM LLC HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH APPROVED PLANS SHALL BE ON SITE AT ALL TIMES DURING CONSTRUCTION. NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS RELIED SOLELY UPON THE INFORMATION CONTAINED IN SAID SUBDIVISION GUARANTEE IN REGARDS TO TITLE 11. A QUALIFIED INDIVIDUAL OR FIRM APPOINTED BY DECLARANT SHALL BE RESPONSIBLE FOR ENSURING ISSUES TO PREPARE THIS PLAT AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT THAT EROSION AND SEDIMENTATION CONTROL DEVICES ARE CORRECTLY INSTALLED, THAT BEST MANAGEMENT EXTENT. PRACTICES ( BMP'S) ARE CORRECTLY IMPLEMENTED, AND THAT BMP METHODS AND MAINTENANCE SCHEDULES ARE FOLLOWED; FOR MONITORING AND EVALUATING THE EFFECTIVENESS OF PRACTICES AND RECOMMENDING ORDINARY HIGH WATER LINE (OHWL 2. O ) IS SHOWN AS DELINEATED BY RAEDEKE ASSOCIATES AND SURVEYED BY ESM, MODIFICATIONS TO THE DRAINAGE PLAN AS NECESSARY IF MONITORING REVEALS THAT THE PRACTICES ARE INC. NO ATTEMPT HAS BEEN MADE BY ESM TO DETERMINE TIDELAND BOUNDARY, NOT EFFECTIVE; AND FOR ENSURING THAT REPORTS AND INSPECTIONS ARE COORDINATED WITH THE JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS. 3. BASIS OF BEARINGS: PLAT OF LUDLOW COVE DIVISION 1 PHASE 1 WHICH HELD: NAD83/86 (SEE SHEET 3 ). THE BASIS OF COORDINATES WAS DERIVED VIA GPS METHODS UTILIZING JEFFERSON COUNTY 12. TRUCK ROUTE AND WORK HOUR RESTRICTIONS - CONSTRUCTION WITHIN THIS PLAT IS SUBJECT TO CONTROL POINT NO. 9118, N 338745.060, E 1176841.329, LATITUDE: 47-54'46.96228 "N, LONGITUDE: TRUCK ROUTE AND WORK HOUR RESTRICTIONS. ALL CONSTRUCTION ACTIVITY SHALL BE CONDUCTED 122'43'25.96261 "W. , BETWEEN THE HOURS OF 7 AM TO 6 PM MONDAY THROUGH FRIDAY AND 8 AM TO 5 PM ON SATURDAYS, UNLESS JEFFERSON COUNTY SHALL APPROVE OTHER TRUCK ROUTE AND WORK HOUR RESTRICTIONS. F 4. OAK BAY ROAD ALIGNMENT IS FROM JEFFERSON COUNTY RIGHT OF WAY PLAN FOR "OAK BAY ROAD, COUNTY TO ROAD PROJECT 0812, PAGES 1 AND 2 OF DATED JUNE 2 13. PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES AND PRIOR TO ISSUANCE OF A BUILDING PERMIT, A SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN SHALL BE DEVELOPED TO THE 44925" SHALL BE SET AT ALL LOT CORNERS. THERE 5. A REBAR AND PLASTIC CAP MARKED "ESM, LLC 35142 / STANDARDS OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY STORM WATER MANAGEMENT MANUAL MAY BE INSTANCES WHERE A PK NAIL AND BRASS TAG MARKED IS 44925" ARE SET WHEN AN OBSTACLE PREVENTS (2/92 EDITION) AND BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT FOR REVIEW AND SETTING A REBAR AND CAP. _ IN THE EVENT THAT A NON- REMOVABLE OBSTACLE PREVENTS SETTING THE ACTUAL APPROVAL. TEMPORARY EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE APPROVED BY THE PROPERTY CORNER, THE CORNER WILL BE SET ON THE PROPERTY LINE AS AN OFFSET TO THE ACTUAL CORNER WITH DEPARTMENT AND IMPLEMENTED AT ALL TIMES DURING LAND DISTURBING ACTIVITIES. THE DISTANCE TO THE ACTUAL CORNER NOTED ON AN ACCOMPANYING WHITE LOT STAKE. LOT CORNERS OR STREET MONUMENTS NOT SET AT THE TIME OF PLAT RECORDING SHALL BE BONDED FOR AND SHALL BE SET AS 14. . MECHANICAL APPARATUS, RATHER THEN CHEMICALS, SHALL BE USED FOR BRUSH CLEARING CONSTRUCTION IS COMPLETED. MAINTENANCE WHEREVER PRACTICABLE. 6. ASSESSOR PARCEL N0: 968800102: 15. HERBICIDES USED FOR MAINTENANCE ALONG ROADS AND DRAINAGE SYSTEMS SHALL FOLLOW THE PERFORMANCE STANDARD OUTLINED UNDER CHEMICAL APPLICATION' OF THE FOREST MANAGEMENT' SECTION 7. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO PARADISE BAY ROAD FROM ADJOINING LOTS 1, 2, 3, 4 OF THE JEFFERSON COUNTY SHORELINE MANAGEMENT MASTER PROGRAM. AND 5. 16. ADDRESSES SHALL BE APPLIED FOR AT TIME OF BUILDING PERMIT APPLICATION. ADDRESS PLATES FOR 8. SITE IS DESIGNATED MASTER PLANNED RESORT - URBAN SHORELINE DESIGNATION: LOTS SHALL BE LOCATED IN ACCORDANCE WITH JEFFERSON COUNTY 911 EMERGENCY LOCATOR. LAND SURVEYOR'S CERTIFICATE 17. CONSTRUCTION OF STRUCTURES ON THESE RESIDENTIAL LOTS ARE SUBJECT TO THE FOLLOWING: A) MINIMUM FRONT YARD SETBACK SHALL BE 20 FEET AS MEASURED FROM THE LINE OF EACH LOT WHICH I HEREBY CERTIFY THAT THIS PLAT OF "LUDLOW COVE DIVISION 2` IS BASED UPON AN IS IN COMMON WITH THE LINE OF TRACT J, B) MINIMUM SIDE SETBACK SHALL BE 5 FEET, C) MINIMUM ACTUAL SURVEY AND SUBDIVISION OF SECTION 17,. TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M:, REAR SETBACK SHALL BE 5 FEET AND D) MAXIMUM IMPERVIOUS SURFACE ON ANY LOT SHALL NOT EXCEED THAT ALL COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON, THAT THE MONUMENTS 45 PERCENT, UNLESS OTHERWISE APPROVED BY JEFFERSON COUNTY. WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND v 0` AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF 18. STORMWATER RUNOFF FROM LOTS 5 THROUGH 31, INCLUSIVE, WILL BE DISCHARGED TO THE THE PLATTING REG LATIONS. . ADJACENT SHORELINE /WETLAND BUFFERS IN TRACTS A AND K. AS EACH LOT IS DEVELOPED, THE \ STORMWATER RUNOFF FROM THE BUILDING ROOFS SHALL BE DIRECTED TO THE REAR OF THESE LOTS. LOT GRADING SHALL ENSURE THAT STORMWATER RUNOFF FROM EACH LOT IS DIRECTED AWAY FROM THE STREET. ( 5 I ` 19. ANY DISCHARGE OF SEDIMENT -LADEN RUNOFF OR OTHER POLLUTANTS TO WATERS OF THE STATE 1S ZACHARY T. LENNO , PR ESSIONAL LAND SURVEYOR I DATEI IN VIOLATION OF CHAPTER 90.48, WATER POLLUTION CONTROL, AND WAC 173 -201A, WATER QUALITY CERTIFICATE NO. 4T25 STANDARDS FOR SURFACE WATERS OF THE STATE OF WASHINGTON, AND IS SUBJECT TO ENFORCEMENT ACTION. g � T • L sic CONSULTING ENGINEERS L L C G��og ' 0° 0 3'"W 8TH AVMs CM ErQkworkV SLUE Zoe (Land 8ury yhg Federal Way, WaahinQton 98003 Project Mbmgemenrt ALI,Al� (283) 838 -8113 PuWc Worms Land Pl�r�rq DATE 11 -05 -2014 JOB NO. 965- 013- 013 -0006 DRAWING; 965 \013 \007 \PLOTS \LC2- D2 -FP -02 DRAWN BY: RFG /CAF SHEET 2 OF 5 587899 V: 8 P: 114 Pg:3 of 5 LPLAT 12/05/2014 10:33 AM $138.00 DIANA SMELAND Jefferson County WA Auditor's Office - D:,nna Eldridge, Auditor MIA07 -00593 LUDLOW COVE DIVISION 2 SUB13 -00015 A RE -PLAT OF TRACT E OF LUDLOW CONE DIVISION 1 PHASE 1. RECORDING NO. 479189 A PORTION OF GOVERNMENT LOTS 1 AND 2 AND THE NORTHWEST 1 /4 I OF SECTION 17. TOWNSHIP 28 NORTH, RANGE 1 EAST. W.M. - 7 8 I 8 JEFFERSON COUNTY. WASHINGTON j 18 17 / 17 8 9 N 89'42' 16" W 2657.06' (PLAT 1)' N 88'16'17" W 2657.06' (ESM) FOUND MONUMENT IN N 8750'43" W CASE FEBRUARY 2001 17 16 - -._- 2518:16' - (ESM)_ -- -- N 89'16'42" W FN 89'01'27' E 2518.16' (PLAT1) OAK BAY ROAD KEY TO MAP SHEETS 661.36'_ _ 55.51' 605.85' LEGEND - N 00'58'09' w 70.55' z SET PK NAIL WITH BRASS WASHER O - DELTA A =59'34 13 v R= 80.00' �• R = RADIUS _ -� L= 83.18' o L = LENGTH REFERENCE SURVEYS o (R) RADIAL / 1) RIGHT OF WAY PLAN FOR PARADISE BAY ROAD < > = RADIAL BEARING 2) RIGHT OF WAY PLAN FOR OAK BAY ROAD 0 /, 3) RECORD OF SURVEY BY ARNOLD C. WOODS, 25.3823'56" W RECORDED IN VOLUME 13 OF SURVEYS, PAGE 97. z �Q-,I 4) ( PLAT1) - PLAT OF "LUDLOW POINT VILLAGE DIVISION 2 ". w � AS RECORDED IN VOLUME 6 OF PLATS, PAGES 155 THROUGH tk � 4' 4' v �� � p � I D -6 2 46 157 RECORDS- OF JEFFERSON COUNTY, WASHINGTON SCALE: 1 = 100 aS6 �'� / Lu R= 114.00' L= 128.16' �= 100 50 0 100 200 z �Q gg �� 5� 1 Z N $4.11'18 E o N z L1 L 1 132.04' Ui 8 0 �ypPOl / �1 Cl ° 0 °��� �Rj 3 BC5 �� BL3 w o 6 �5' ti TRACT A mom! W _ ;�� �' /�Il ��` -��,� N 39'4356" W U-1 p1 j Uj II /.h� 232.93 101.15' 6 EDGE OF WETLAND ro / !0 `� _ V) cw / �i AS DELINEATED BY -/Zcv IIcV`o� /�1% N. 7T.�j -� g o �°� RAEDE;'E ASSOC. AND Ej l Uj CL N o� LOCATED BY ESM z° .`tip - - =�� 6L5 ^ 00 �' o L6 -, N w O g1 0 C4 0 ; oho° �i°' _ . , .. BL7 i o I N N r BL8 N (D w rn �, Q in n IN 13P 00 I N O N N � to Z � - w w ij /� EDGE OF WATER OF TYPE 3 w N - t!) <� Sp.� \ STREAM AS DELINEATED BY RAEDEKE - � y / SEE SHEETS 4 AND 5 ASSOC. AND LOCATED BY ESM ,N 00 oNO o� ) FOR LINE INFORMATION N o O o°O o 0 z z �o �. Z ° M o°o SHEET 5 OF 5 SHEET 4 OF 5 FOUND BRASS DISK IN CONCRETE PV CYLINDER (JULY, 2000) N 88'12'30" W 1 8 17 2567.62' (ESM) 17 N 89'38'29" W 2630.96' ( PLATI) N 89'38'29" W N 8' 12'30" W 2630.96' 2567.62' ( PLAT1) CALCULATED POSITION - (ESM) 89'30'39" CENTER OF SECTION / PER (PLAT 1) 1 7 ( PLAT1) GG�J1✓R>\Ji��J✓Iy7 LOT 1 16- 75' CL 50' V) ^ W a - w)DL `�`l POT g SURVEY INSTRUMENTATION a N w(6 00 00 N N ;, SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY DOCUMENT w N c14 UTILIZED ALL OR A PORTION OF THE FOLLOWING EQUIPMENT: to BOUNDARY LINE TABLE LINE RADIUS 6 . I LENGTH w 3: O o 00 � 1.. 31'23'56" N in _ 1, BL2 _ o°o E 24.08 z N 12'28'54" z 5p, W °°o z N 83'12'45" z 24.18 BL5 N 01'46'23" '�- -�- 25' DRAINAGE BL6 CD EASEMENT 90'29'44" 8.95 REC. NO. 491913 (PLAT1) 8 11° BOUNDARY LINE TABLE LINE RADIUS BEARING BC1 LENGTH BL1 N 31'23'56" W 15.00 BL2 N 58'36'04" E 24.08 BL3 N 12'28'54" W 5.37 BL4 N 83'12'45" W 24.18 BL5 N 01'46'23" E 3.56 BL6 N 53'41'11" W 8.95 BL7 N 43'32'38" W 5.80 BL8 N 05'34'00" W 10.74 BL9 N 18'55'11" E 21.71 BOUNDARY CURVE TABLE CURVE DELTA RADIUS LENGTH BC1 36'59'43" 136.18 87.93 BC2 38' 17'3'1" 100.00 66.83 BC3 18'50'25" 100.00 32.88 BC4 22'27'17" 100.00 39.19 BC5 6'47'13" 100.00 11.85 BC6 47'33'05" 100.00 82.99 BC7 27'29'24•" 100.00 47.98 N N 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC- 332 -130 -100 - ''� �r- LEICA SYSTEM 500, REAL TIME KINEMATIC (RTK) GPS. TOPCON HIPERLITE /PLUS, RAPID STATIC GPS UTILIZING OPUS POST ° o PROCESSING PROCEDURES. z ° _ z PROCEDURE USED FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC- 332 - 130 -090 C O (�01 i SOUTHEAST CORNER OF SECTION 17 18 17 17 _ FOUND CONCRETE MONUMENT N 89'38'06" W 25-89 -68' ( PLAT1) (JUNE 1993) -►- N 88'12'07" W 2569.68' (ESM) 19 20 N 88.12'07" W 20 _ ..... 17 2589.68' (ESM) BASIS OF BEARINGS - N N 89'38'06° W SOUTH QUARTER CORNER 2589.68' (PLAT1) FOUND CONCRETE MONUMENT WITH BRASS DISK (MARCH 1995) 20 21 SOUTHWEST CORNER OF SECTION 17 SEARCHED FOR JULY, 2000 - CALCULATED PER PLAT1 NOT FOUND CONSULTING ENGINEERS PLC BASIS OF BEARINGS_ 33400 8TH AVENUE 8 car, F-jighm«kV WASHINGTON STATE COORDINATE SYSTEM - NORTH ZONE x SL TE 206 Land SwvsybV NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 1986 (NAD83 /86) Federal Way, Wa~on 98003 Project Mmagernerd (253) 838 -6113 Pub1c Works Land Pbuw ft I DATE 09 -10 -2014 JOB NO. 965- 013- 013 -0006 DRAWING.965 \013 \007 \PLOTS \LC2- D2 -FP -03 DRAWN BY: RFG /CAF SHEET 3 OF 5 587899 V: 8 P: 115 Pg:4 of 5 LPLAT 12/05/2014 10:33 AM $138.00 DIANA SMELAND Jefferson County WA Auditor's Office - Donna Eldridge, Auditor hl Will ,�Fti'�5VI11 «UAI Will 11111 MLA07 -00593 LUDLOW COVE DIVISIO N 2 5813.00016 A RE -PLAT OF TRACT E OF LUDLOW COVE DIVISION 1 PHASE 1. RECORDING NO. 479189 0-0 A PORTION OF GOVERNMENT LOTS 1. AND 2 AND THE NORTHWEST 1/4 17 OF SECTION 17, TOWNSHIP 28 NORTH, RANGE 1 EAST. W.M. JEFFERSON COUNTY, _WASHINGTON WETLAND EDGE OF WETLANDS AS \y S2, \/y, DELINEATED BY RAEDEKE \� ASSOC. AND SURVEYED BY ESM 00 o� X956, O \ !y h° O� N 51'35'51 " W(R) TRACT B - \o�' 25' BUFFER (4,381 SF) TRACT AO 2 S) (143,910 SF) C. L� `p ,� �� 3� S` so °�,� °'09,. OTRACT D L3 \�\ 'RS, h 4 �� ��s� //' (1,617 SF) QO .`� -, o \ obi 2 CONSTRUCTION AND QQ .O cow \ A o s N6`� 5 g9 r, �- a - 29 MAINTENANCE EASEMENT -� �° Q) ` r ! \� j O d, s; \ r>'9C,. N775o' 15 "E -REC. NO. 510348 \o v �iy , `� \�s` �. Cs 2S C 52,03 �s \ 30 24 0v ry �, (5,010 SF 9•�2, _ ) N� ti Q' O S S \ z z N v; �. 7 R 7 6�s9� ,F c32� �< tiss�s2s. \ ° o �o �. rn. G1ciG� R °POl Q 6L ti Iy ° ���6 \ ° N w 31 ��OI ON 28 1 C �, A. O'ER y, �, ao (6,834 SF) L'4S (7,923 SF) �� c'' 4 OSOO �9 ;' con N <y �. 1gA ' / 2° FRONTAGE N v EASEMENT (TYPICAL > S Ng N g )O 7 53 )33 38 9 6,61 d C8 C10 yv , h t, G33 C42 3'02'47" L�2 5$ i y Op " SCALE: 1,. = 50' 2 / ��' r2. C34 C35 ae 68 ON 01- / (6,844 SF) / R- 100.00' i N 37 o a l� Al / / \ _ �23.46. (5.104 SF) O. o, 6'0 . / / i� � 6. 06" A= 2328'.3, a o� a'' b-1 70 77 QQ? 7 >. 1 / Mo° vim' ate' / 33 ^� 46 X5.89, r- �: ro, 3 a ro / 5,938 SF )L)- 50 25 O 50 100 �0 66, w / �� / ( N� °o z Z �'�, o °w61 °'ao. cV N o cr wP s 6 3 / s� s_ o 655 34 a �. / (6,221 SF) / o> v ni N N 7ti / 6 >'15 Z �' (6,559 SF) jo '- 0 35 °= ^"D. N >5. / 3,5 V ? o N N (5,507 SF) °Q LL sF. e qN /�s23• w , CO / 32 � v 3� 60 a° -ryo ,O� R F4SRY\ Ury� 72' / (6,792 SF) 0 6 >'753 43.07' 48.93' N 66 1' FRNTAGE cc, / Q) 4 F�F,V f 77 / L= 60.08' ry h 4668'5 �' N 87'45'19" E 92.00' 56,0922 SFG 11�7ASEZT (TYPICAL) O `1' (9,047 SF) lO ry / R= 28.00' _ ttI 0 ry� N rv, A= 122'56'30" N `° - - - -_ - 296.08' _ 50.08' N 86'46'19' E 346.16' N / 7601 �� o- �s.83, N TRACT J 5 - N 13 ��''� 61,055 SF) ANCHOR LANE (PRIVATE ROAD) 162• °� N ( 71.00' O 0� 74.00' 71.00' 5 ��` may. C2S 33.00' - - - - - - - - - � 68.86 - - (10,561 SF): - �� 5'(TYPICAL) k. z z z o o' D` ° C. o � 6 �, N z z w 9 G: 10 11 6,228 SF f`' o + 8 v w 6,550 SF N c� -' L30 `- �L ( ) w 7 - w - ° 8 S ° w (6,354 SF) u ( ) ° 1 D (6,6 0 F) Co P ? N 73• - �' (" (5,404 SF) O o tv c,a Y g 49 30 6 ° w �2 93, °w �j CIt . 68. -`` 39.30 -- - 41.04' 3_0.77_ 4 7836„ - - -- - -- N - _ 5.10 39.07: ^• / Zg4, !y N 8706'22" W 1,59 ?�, O 81 1251" W' _ _- E''N 7366 °1 N co \ ^� - h 48.65' Q6 32' 80.34' Y p•,- �9`L N 79'55 ` � 7 �/ 44.17.._ � °j LOT LINE IS 25. FROM TOP OF BANK \ \ �50 T 30' SETBACK FROM TOP OF TRACT K O p2 BANK (WHERE BANK HEIGHT 10 (99,483 SF) \ / N Co b; 1$ r IS GREATER THEN 10 FEET) 9 40 BL23 �V v .�`L N $6.37'31 " W BL21 e� N $0 10 19 FIELD LOCATED TOP OF BANK N75, ,� Ac�'��1� 56.53' /� 64• 131.8 BANK EIGHT IS GREATER �/ S� Sps, �$'j�Fj f\ 1 1 50' eL 9, E 2� w BL19 5 r r r' `J D� `� 1 26(R) 09 b9 r m a 6 � 61b LEGEND SET_PK NAIL WITH BRASS WASHER ORDINARY HIGH WATER LINE (OHWL) DELINEATED BY RAEDEKE ASSOC. : 0 =DELTA AND SURVEYED BY ESM, LLC R RADIUS W L LENGTH tu m (R) RADIAL coo < > = RADIAL BEARING o z W N O' SEE NOTE ON SHEET 1 _ � --J I VRM URHIIVHbt 23. EASEMENT REC. NO. 491913 I DRAWING NAME 965 \013 \007 \PLOTS \LC2'- D2 -FP -04 BOUNDARY LINE TABLE LINE I RADIUS BEARING BC8 LENGTH BL19 N 85'17'48" W 27.83 BL20 N 72'33'46" W 36.04 BL21 N 87'28'56" E 38.35 BL22 N 73'28'06" W 32.16 BL23 N 86'26'25" W 36.58 BL24 N 22' 17'14" E 36.06 8125 N 07'51'35" E 46.51 BL26 N 79'08'58" W 25.00 BL27 IN 15'12'46" 60'31'56" W 1 25.00 BL28 I N 29'28'04" E 1 7.09 BOUNDARY CURVE TABLE CURVET DELTA I RADIUS I LENGTH BC8 1 4'18'28" 1_522.961 39.32 LINE TABLE LINE BEARING LENGTH L1 N 63'34'53" E 20.78 L2 N 68'48'28" E 25.92 L3 N 89'23'33" W 23.50 L4 N 63'30'45" E 32.77 L26 N 76'56'36" W 37.34 L27 N 28'23'22" E 22.77 L28 N 68'53'11" E 32.13 L29 N 60'40'24" W 36.47 L30 N 8726'42" W 23.84 L31 N 67"03'01" E 38.12 L32 N 66'26'28" E 20.00 CURVE TABLE CURVE DELTA RADIUS LENGTH C1 16'05'48" 110.00 30.90 C5 47'33'29" 28.00 23.24 C6 13'59'36" 35.00 8.55 C7 1 53'50'36" 50.00 46.99 C8 1 28' 12'31 " 50.00 24.62 C9 39'31'44" 35.00 24.15 C10 15'57'21" 88.00 24.51 C25 49'02'54" 52.00 44.51 C26 30'12'00" 52.00 27.41 C27 28'28'50" 52.00 25.85 C28 15'12'46" 52.00 13.81 C29 43'02'07" 28.00 21.03 C30 2.31 '40" 35.00 1.54 C31 20.28'49" 35.00 12.51 C32 21'33'07" 28.00 10.53 C33 97'06'21" 23.00 38.98 C34 47'32'18" 35.00 29.04 C35 24'05'43" 23.00 9.67 C36 15'43'52" 23.00 6.31 C37 5'48'11" 112.00 11.34 C41 53'55'35" 25.00 23.53 C42 39'49'34" 23.00 15.99 C43 23'00'29" 35.00 14.05 C44 37'35'41" 30.00 19.68 C45 0' 19'41 " 904.93 5.18 C46 1. 01'03" 904.931 16.07 C50 1' 14'05" 904.931 19.50 IDRAWN BY: RFG /CAF SHEET 4 OF 5 587899 V: 8 P: 116 Pg:S of 5 LPLAT 12/05/2014 10:33 AM $138.00 DIANA SMELAND Jefferson County WA Auditor's Office - Donna Eldridge, Auditor mill poll W100 l+I 1140 NCI 1AR11 11111 LUDLOW COVE DIVISION 2 I A RE -PLAT OF TRACT E OF LUDLOW COVE DIVISION 1 PHASE 1, RECORDING NO. 479189 A PORTION OF GOVERNMENT LOTS 1 AND 2 AND THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 28 NORTH. RANGE 1 EAST, W.M. JEFFERSON COUNTY, WASHINGTON BC5 13 U 13 i BL3 LUDLC)\j\I COV r DJVJSJJI\J -1 PjH,1 \ter 2 ' ec4 eL4 F�LCJR .Dr D UI\JJE:R RECORDING No. 4101625 A EDGE OF WATER OF TYPE 3 , EDGE OF WETLAND AS �" I I APPROXIMATE LOCATION OF 10' O STREAM AS DELINEATE') BY RAEDEKE ASSOC. AND LO�ATED BY ESM PEDESTRIAN TRAIL EASEMENT DELINEATED BY RAEDEKE w _ ASSOC. AND SURVEYED BY ESM ° I v I ,� 6' TRACT J ° 11-25' BUFFER TRACT A v MLA07 -00593 SUB13 -00016 U \ 16 WETLAND O N g3 (143.910 SF) i v a/ .. . E j - 19" E 22 ; ... _�- Ogti� m tTT57� 33'5 E 1 _� 5T n� i 34.47'+ 7 21 .... �� (6,238. SF) LS 25' BUFFER N 8842'34" E N 89'59'38" E j6 4202 63.0d . r o �. 4, j h L9 L10 _11 49.35' 76.08' L35 N 0 p0 Z Z 22 o. Q, �Q, 2 S L6 5 �6 L3 21.50' a N. Z p N� 29 f C% � (5,063 SF) CP, r- i 15.35 "9.59' 26.53' ''3.62' 8.03- 61.00' 27 .02 7.05' C2 z z z z z Z 00 4 27 m o 26 0 25 00 0 6 24 �l 2$ N a (5,022 SF) (A o (5,004 SF) m (5,037 SF) U (5,021 SF)`� (5,180 SF) `O w E 0° ° d' N f E 11.13 L7 N - _ - - - - - - 15 6 C12 13 52.51 ' 61.00' 61.00' 9.68' C48 N (5,053 SF) - z 23 °41 £ o � -7/ s BL8 op �� v (5,058 SF) a u; �. _ N°,N p"1 ��0�0,y0/o�<" k�R•L77 -6a 010 P��ra� /•a� �. w \1 C16 m 4 15 _ = L °�b �- vo; LOT LINE IS 25' 2j C1 O 9.3 07> j/ .aN FROM OHWL `1. 39 .04 695' 0. \ 20 o v. ,m (6,706 SF) Z E N` 0 n 4' i C11 " L�3.56' �- - N 90'00'00_E 184.19' _ N C2 `3 `1` o m 5' (TYPICAL) JA'. D °-75 200.00 ^ 3 / ° ' <N 75'00' J DELINEATED HIGH BY LINE ANCHOR LANE (PRIVATE ROAD) ro R 3 I ry 55" yy), m O5 R C39 C40 L,.3S / ^ 82'06'08" W AND SURVEYED BY ESM, LLC ,� 0 24 47 38 48.44' 60.00' 60.00' 15.75' - - �?� �$ w `O 77 44, - - -- 78. ��PG Apa D'`6.98_- - - - -- - - - - -- -- J Apr�15 2541 �i� 3w w w w C0 I 'U 00 / 19 j N for < 39 0 40 � 0 41 m o 42 0 0 0 / �QP °� G11 (5,823 SF) 2 3$ �to ° (5,144 SF) 0 9� (5,100 SF) 0 vi (5,100 SF) 0 (5,050 SF)�0 / /� (6,379 SF) M o °° 0 a0 0 00 0 z z / h y oo z z z v- `v / 72, ti / 1$ s. zz o° / 72' 1 / (5,122 SF) 39,25._ �L � 8.99 50.72' 9.32c 60.00' 60.00' 47.75' `v ry°` / S>, ryq-- 26" E lk N 87'58' 14" E N 90'00'00" W 177.07' �I 6855'21 59.71' 1 N 41 ni / h� ti� // 17 8.06'< N 606049 N -16759 26 ltl 6 h6o0 ti� - ;I'- j { (5,669 SF) 44.2 1, by TRACT GO (56,092 SF) / 70 /• �3S'� �, � i0 / a 70 /170 3> ,,� 1 ; 111 14' FRONTAGE R- 61.00" // %// O'Pq /,ygceM ?g, k� -� o ED �1 EASEMENT (TYPICAL)0 0= 58'02'22" / / 1 6 FgseO9 0 (1� z - - L -16_8 T - - - - - _ _ _ / 7S8 N (7.699 SF) 'yEyT 9.90': Z 30' SETBACK iF 262.00 ------- - - - - -� ry � 0• S>. -. FROM OHWL to 4= 3'40'26" 214:08' G� ti / �. /0 s2 N 6'46'19" E ^'_ C4 TRACT J N 89'33'15° W 214.08' ro �zRq 833• 41 346.16' ro 5 ANCHOR LANE (PRIVATE ROAD) N cti� // N�g9, >99C'*/ sR- " " E SCALE: 1 50' 25.14' C47 33.64' 71.00' 71.00' 38.44' C24 �� / 9 >s2�JS, l O �'�,' N 12p4g6 - - - - - -- - y2 15 S2a 7~ k, s °.,- �� 3a. 4�, z w - - w - - -- No o (6,355 SF) �. 6` 8 18 o U 11 a m I 12 a 13 14 a o �K5 p a8 !L 50 25 0 50 100 o (5,775 SF) O cq (6,221 SF) w o (6,438 SF) a v (6,497 SF) r �: 9� - - --' g5� N95 i °o °° o f sa. , L24 50 $ PJR r LUDLC)\J�J B I \Y o F 5� ti� _ z z z 11.32��, 95 37.35' LEGEND 3� "- 49.92' - 21.60' 32.83' 38.51_' - tJ g0 t� 41.20" E ry 81'2716" W - -_ -- _____ -.` -_ E L25 � g & _ SET PK NAIL WITH BRASS WASHER N 754 p1' 87,21 N 86'59'27" W N 83'06'58" / h • 30' SETBACK 54.43' 70.00' �� 4:, FROM OHWL D = DELTA R = RADIUS EAST END OF TOP OF BANK (WHERE BANK -� 5' (TYPICAL) TRACT K HEIGHT IS GREATER THAN 10 FEET). L = LENGTH O (99,483 SF) 6 A�-56„ (R) _ RADIAL X0250 N 120.348~ w N 71311'57" E N 8 78.458" W N 11"' .0 BANK SETBACK WHERE BANK HEIGHT 10 < > = RADIAL BEARING 6512' IS GREATERTHAN 10 FEET) O= SEE NOTE ON SHEET 1 FIELD LOCATED TOP OF BANK T = TANGENT LENGTH (WHERE BANK HEIGHT IS GREATER THAN 10 FEET) LOT LINE IS 25' FROM TOP OF BANK CURVE TABLE LINE TABLE DELTA RADIUS LINE C2 BEARING 200.00 LENGTH L3 N 89'23'33" W 23.50 L4 N 63'30'45" E 32.77 L5 N 66'16'44" E 13.10 L6 N 74'43'43" E 11.13 L7 N 70'36'01" E 24.07 L8 N 87'10'26" E 23.63 L9 N 81'46'08" W 24.94 L10 N 89'29'30" E 26.30 L11 N 89'49'20" E 30:15 L12 N 48'08'34" W 13.33 L13 N 29'13'20" W 18.94 L14 N 04'58'12" E 10.76 L15 N 39'23'25" W 25.84 Lib N 3922'53" W 10.57 L17 N 54'01'23" W 17.94 L18 N 18'55'11" E 10.12 L19 N 04'00'11" E 41.88 L20 N 10'20'47" W 27.33 L21 N 29'41'26" E 26.74 L22 N 48'55'15" E 20.69 L23 N 06'13'40" W 26.25 L24 N 82'12'36° E 24.51 L25 N 84'27'59" E 50.62 L33 N 76'01'04" E 9.48 L34 N 54701'23" W 44.09 L35 N 8945'47" W 17.15 FIELD LOCATED TOP OF BANK T = TANGENT LENGTH (WHERE BANK HEIGHT IS GREATER THAN 10 FEET) LOT LINE IS 25' FROM TOP OF BANK CURVE TABLE CURVE DELTA RADIUS LENGTH C2 13'58'56" 200.00 48.81 C3 58'02'22" 73.00 73.95 C4 3'40'26" 250.00 16.03 C 1 1 8' 13'56" 212.00 30.46 C12 13'23'51" 212.00 49.57 C13 2'18'33" 212.00 8.54 C14 21'55'09" 35.00 13.39 C15 13'30'06" 48.00 11.31 C16 50'48'07" 48.00 42.56 C17 3424'12" 48.00 28.82 C18 42'10'45" 48.00 35.34 C19 42'08'23" 48.00 35.30 C20 36'28'31" 48.00 30.56 C21 61'11'36" 35.00 37.38 C22 8-15'0 1 " 85.00 12.24 C23 33'20'29" 85.00 49.46 C24 16'26'52" 85.00 24.40 C38 3'31'32" 188.00 11.57 C39 12'03'04" 212.00 44.59 C40 1'55'52" 212.00 7.15 C47 3'40 26 238.00 15.26 C48 13'58'56" 188.00 45.88 T = 24.53' BOUNDARY LINE TABLE LINE RADIUS BEARING EIC3 LENGTH BL3 N 12'28'54" W 5.37 BL4 N 83'12'45" W 24.18 BL5 N 01'46'23" E 3.56 BL6 N 53'41'11 "W 8.95 BL7 N 43'32'38" W 5.80 BLS N 05'34'00" W 10.74 BL9 N 18'55 "11" E 21.71 BL10 N 07'44'47" E 38.94 BL71 N 04'00'11" E 37.92 BL12 N 10'20'47" W 33.29 BL13 N 29'41'26" E 40.08 BL14 N 48'55'15" E 31.18 BL15 N 60'40'39" E 41.22 BL16 N 06'13'40" W 37.76 BL17 N 39'53'07" E 1 15.18 BL18 N 72'04'04" E I 44.03 BOUNDARY CURVE TABLE CARVE DELTA RADIUS LENGTH EIC3 18'50'25" 100.00 32.88 UC4 22'27'17" 100.00 39.19 HC5 6'47'13" 100.00 11.85 GC6 47'33'05" 100.00 82.99 BC7 27'29'24" 100.00 47.98 0 1 CONSULTING ENGINEERS LLC � • 111w1k 33400 8TH AVENLE 3 cm r. 01 Y SUITE T'E 205 Lend 9Frveyino Federal Way, WaeNngton 98003 Project Itlrrermnd (263) 838 -6M Pvblo Yvorke Land Pbmrft IDATE : 09 -10 -2014 JOB NO. '965-013 - DRAWING NAME : 965 \013 \007 \PLOTS \LC2- D2 -FP -05 DRAWN BY: RFG /CAF. SHEET 5 OF 5