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HomeMy WebLinkAboutBLD2004-00160 110 BUILDI NG PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 PERMIT#: (360)379-4450 FAX (360)379-4451 SITE ADDRESS: BLD04-00160 201 N STROMBERG AVE Received Date PORT TOWNSEND, 98368 03/15/2004 Issue Date 05/4/2004 APPLICANT: MERIDIAN MTG INVESTORS'FUND II 605 5TH AVE S STE 850 PHONE:SEATTLE WA 98104-44382-�{ fit, �?p� f }621-9301 SUBDIVISION: c�.� t 0 Z a � ' �`�3� SARCEL NUMBER: IRONDALE Tz�(' = �� c1.) B 962114323 r ( Section: 35 Block: 143 Lot: 10-14 PCONTRACTOR: Township: 30 N Range: 01 W MERIDIAN GREENFIELD LLC S STE 850 SEATTLE WA605 5TH gg 04 4438 PHONE: (206}621.9301 Contractor's License: MERIDGL973BG Expires: 01/07/2005 PROJECT DESCRIPTION: NEW DETACHED GARAGE REQUIRED INSPECTIONS: li SETBACKS: ` ' - UFFER: S-" y P9 Footing +'..5'.,?.r'p. Foundation: u1 rg Stormwater FINAL Approval: ,fi Underground Plumbing: roval: uUnderground Insulation: [ ] Shear Wall : [, Framing: • f 1 Plumbin Ce.-L. ..®8 [ ] Propane nk/Lines: [ ) Insulation. f 1 Sheetroc 1 ©ps 14 Septic S 'm Final Approval: Road Approach Final Approval: [ ] Zoning Final Approval: .1)4' Final/Occupancy Approval: v HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL UIRED THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BEBE PROPERLYP TO EF EW INSPECTIOND BUILDING INSPECTION HOT-LINE 379.4455. CALL 24 HOURS IN ADVANCE OSCHEDULE RENEWED Office Hours 9:00 a.m. -4:30 TO SCHEDULE INSPECTIONS. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE REVERSE • • CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 Al Scalf, Building Official PERMIT #: BLD04-00160 SITE ADDRESS: 201 N STROMBERG AVE Issue Date: 05/4/2004 PORT TOWNSEND, 98368 Final Date: 3/9/2010 APPLICANT: MATTHEW BENARDIS PHONE: 360-670-4533 KELLY BENARDIS 201 N STROMBERG AVE PORT TOWNSEND WA 98368-2613 SUBDIVISION: IRONDALE Block: 143 Lot: 10-14 PARCEL NUMBER: 962114323 Section: 35 Township: 30 N Range: 01 W PROJECT DESCRIPTION: NEW DETACHED GARAGE (9-14-07 REVISION) W/ SATELLITE BDRM & BATH THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 3/9/2010 I:\F_BLD_Occupa ncy.rpt 10/29/19 443 00 UILDING P MLA04-0012 PER APPLICA ) $ Jefferson County Department of Community Development Review Type:I 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD04-00160 Received Date: 3/15/2004 SITE ADDRESS: ( c N STROMBERG AVE PORT TOWNSEND, 98368 OWNER: MERIDIAN MTG INVESTORS FUND II 605 5TH AVE S STE 850 PHONE: (206)621-9301 SEATTLE WA 98104-4438 SUBDIVISION: IRONDALE Block: 143 Lot: 10-14 PARCEL NUMBER: 962114323 Section: 35 Township: 30 N Range: 01 W CONTRACTOR: MERIDIAN GREENFIELD LLC 605 5TH AVE S STE 850 PHONE: (206)621 9301 SEATTLE WA 98104-4438 Contractor's License MERIDGL973BG Expires 1/7/2005 REPRESENTATIVE: MERIDIAN GROUP KEITH HAMMER PHONE: (206)621-9301 605 5TH AVE STE 850 PROJECT DESCRIPTION NEW DETACHED GARAGE I- rL1TE � Ic y. �P (Lo-i, I l�I!�TM TO znd_ TYPE OF WORK GAR SQUARE FOOTAGE: '-.-____--) TYPE OF IMP NEW VALUATION -50,000.00 MAIN: CODE EDITION: 1997 ADD'L: HEAT TYPE: UH OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: 633 CONST TYPE: GARAGE: 624 SHORELINE: DECK: SETBACK: SEWAGE DISPOSAL: BANK HEIGHT: WATER SYSTEM: BEDROOMS: BATHROOMS: PARCEL TAGS: YES NO BED: STORMWATER: YES NO AREA Exist: :,:' Wetland Prop: Prop: i Erosion Total: Seismic Streams Total: i; Flood Way Floodplain Routing Date: 3' F&W Landslide �'OY Shoreline Aquifer Forest: Commercial q Rural Type Amount Paid By: Date: Receipt: /► jam, Permit $643.75 KAS 03/15/04 62754 /~ �"'r V E D Plan Check $418.44 KAS 03/15/04 62754 State Building Code $4.50 KAS 03/15/04 62754 MAY - 4 2004 Total: $1,066.69 Jefferson County Plannin & Building Departmen g./(/ _ a( ,s.4 • E j • t Ks - 1 S � • °I449:14 _ e,ue 4 AUG 1 3 2008 `I Y rr•r: AO sPECIgL CONDITIONS FOR • 1.) The application w ���4'��160 Development staff s reviewed by the Jefferso ninitialAreas County De inspection, t he provisions potential part Critical he (ES s)u Information r the ro ns of the Unified De presence of of Community After nsnit ial Rechargeg ESgs were confirmed Systems mapping review a Environmental) 2.) Intrusion Area onfir ppieDevelopment Y Aquifer Recharge n Protection Zone, & l Aquifer to be present o and an investigative (UDC) formations thatas in Zone, & Stor .Recharge n the sub gative site Are Jeffers zone alto mwater. ge Protection subject pro e perme f saturation w percolation s n County are characterized ra Areg geological serve able material to yield s are of the c formations water rinto rites by porous 3') Critical the source significant ormatio the soils gepio AAquifer Re e of drinking water quantities o f s that contain sufficient the underlying Aquifer Recharge charge Areas within water to ee 9 Aquifer ge Protection as are defined most of the wells and saturated Residential Lange (1)gA leas and the as Seawater Ira)portions o springs. Aquifers Rural entifollowing Intrusion Jefferson Reside d Uses Areas (1) ndustrial Land Uses land use Sion Areas,Uses son Count Discretionaryratio)Lanrequiring a Discretionary s located d Special Y. etionar Uses r All Co within Susceptible Developments (6 or Conditional with no Y Use rramerci unit ) UnseUses n i Uso nonconforming uses r Conditional U al All e All of Were Permit(5) Unsewthat Use Perm require per acr d residential development Rural 4.) Marine shorelines and the above eyed r ul d otherwise require it(4)All shor stal of a listed u shall ent with tanned Rural ifa intrusion. Seawater and .standards of the J de ea island Jefferson s shall be subjectgross densities Residential an aquifer mop nes intrusion is are susceptible ounce Unified to the applicable greater than Suitable for es inland so that a condition in which a condition that Maintaining public co wells hich the at is known de. uifeconsumption drilled salt wn the rate of a stable balance in without significant upland areas as seawater withdrawals aquifer recharge in the 9nificant eas can Ater irate salt additional i not obtain interface in agency (primaril arge (Primaril ��'ater/freshwater na/treatment a�n freshwater J rat with aquifer statutory through wells).y through rainfall interface is and Cost. and in coo County. Ne authority to re The Washington)and the rate f primarily a function se proxi develo gulate ground to Departure of idealellsi of manner to Co mite to eve/ pment, redevelopment, withdrawal of Ecolo groundwater the maximum proximity aquifer recharge shorelines in pment, and ould use for loped individual the 5.) aquifer. maximize possible bycharge and ma particular Should e activitiesWells The infiltrating maintain the be dev on islands such 200 e sos County GIS map within castal SIPZ(se water runoff So that it recharges bola a rice to 2)that rite Seawater There are voluntary(seawater intrusion the of record• apply to well drillingteIntrusion Polic (Resolution mandatory mprotection zone Jef Posals and building 4 measures identified A Coastal SIP buildin 4 22, effective eratified in the shoreline, Z is g permit applications September 23 eline defined within 1 but no history as:all islandsns on existing Critic 000 feet. in °f chloride g lots and are protection degradation.Aquifer Recharge Areas may concentration above 100 one-quarter mile of m ction measures y requires g L m groundwater a The submitted Pecialwater then clement Practices H°wever, during does not require dd sources Storm Water (owe g con e protection measures eTo het a s)and facilityconstruction t quire additional to mitigate water Ma development seawater from Manual for the Bra standards shall follow the Best shoreline s Y on Morrom intruding s lannd,dwa d ntoounderground undasin. ratified and defined in hall be required to infiltrate rat on Isla ffo aquifer all storurwatdeanr within 1/ s, all new runoff onsie mile of any 8.) VOLUNTARY MEASURES 00 r conservation measures: OASTAL 1. Roof and &AT RISK SIPZ: S and/or other intercepted precipitation other 2. Water collected means and allowed shall be routed lawns and d from Storm w to be released to t to he site detention standards gardens. Unless water and roof soilAnds there shall be catchment catchments slowly. impounded water. no cross water has been treated to used for 3. Water connections allowed watering withdrawn frombetween meet drinking water and/or gardens. wells on en the potable 4. Groundeach property supply and water withdrawY shall not be gallons n fromused for watering per minute. each property g of lawns 5. Installation of water Y shall be restricted to restrictors and other conserving a rate 6. Landscaping water saving erving f ixtures such as low of three (3) P�n9 plan (xerisc g,plativen9 fixtures. flow toilets, faucets and shower Please NOTEapin that the vegetation with is intended above listed minimal a 9.) VOLUNTARY be illustrative of the t measures amounts of irrigation) ARo MEASURES tires are not intended 1• Installation types °f water to be exha ustive, but rather w meter. COASTAL 2. On going well monitoring RISK SIPZ: 1 p) 3. Submittal of monitoring g for chloride concentration 1 MANDATORY MEASURES data to Count y. DOH r proof of potable waterFOR COASTAL SIPZ: pproved public °n a building permit application, Potable unavailable am if available. applicant following requirement: or an individual qualifying must utilize quire well g alternative system a. Chloride 'Went: may used as may be used as building concentrationlaboratory-certified Proof of potable proof of g permit application. a laborator - water sub' 3. If public PA►icaio n. Y certified well subject to the potable waterater is unavailable, a water sample submitted applicant is pro g alternative with posing to create system maybe used as 2,500 square feet Sections 6. of land disturbingCreaor add 4,179 square feet proof of your and 6.7 of the activities, which is for the residence proposal sub Jefferson County Pervious surtace ba ur completed by Quadrormwater Plan for Unified Development & garage and pacify o f 608 cubic feeta Engineering Medium Pr Code re Architects/D has g for these lots. Project. A Master requires that 12.) The esigners/Planners been sized for this A retention/infiltration etention/infiltrat onset Plan has project shall adhere to the Proposal b pond erosion and sedimentBest Y Mithun with a stabilize re to Management Practices soil g construction. BMP lddr (gMPs drain exposedrols shall ) to control and a during construction, and in the address anent tor 13.) A Stor drainage control syste mwater, mwater Plan for a Me s design permanent Department of C° gn and operation measures to Medium Pro has been of stOfmwater applicant shall fullyCommunity Development. Jefferson County e unity D t the pment. Once the subject ptted and approved b Department provisions of the subject permit has by the inspect the property for of CO submitted been issued the the occur Department verifies compliance. Development to Arran on theprojectplan compliance. A Certificate of Occupancy a schedule until the Dio a site until No roadways to 14.) Jeffersonclearing necessary clearing for Lion o will not be issued Count erosion control measures y for the installation the State y determined that this pro aYs or utilities shall Environmental have been completed. of temporary 15.) Outdoor residential entaa Policy proposal is categorically safety, storage shall Act(SEP gorically exempt from or sanitary maintained in an tan _ review under Y hazard. orderly manner and0 shall create no _______....mm....... ... •16.) Not more than two 2 ( ) unlicensed or inoperable vehicles shall be stored only lot less than one-half acre unless totally screened from view of neighboring dwellings rights-of-way. standards specificch the district inmeet all applicable and s the character of the area. Screeningtinwhich shallt meet the i performancee , and shall and development storageis kept, and be in keeping with Code (UDC)Section 6. Outdoor storage of thirteenofvehicles is Section 6. ut in those districts where(13)or ore nl ce sad or inoperable or more unlicensed automobile iwrecking yard or junk (or salvage)yard and allowed as a Permitted Use in Table 3-1 wrecking and such storage shall meet the requirements of UDC Section 4.10. In no case, such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitivethe UDC, (ESA). shall any 17.) The proposal is comprised of Lots 10-14 Block 143 of Irondale Division 6 Area through AF#30490 on June 28, 1910.has been filed through AF#482758 on April 1, 2004. This property is designate Rd A Restrictive Covenant has been required, and Residential 1 dwelling per 5 acres by the Jefferson County Comprehensive August 1998v Plan Rural 18.) The proposal has 33 Plan Adopted Residential 1 d.u./5. percent impervious surface and 25 percent is the limit in the Rural Note 15 on Table 6-lstates that on pre-existing lots of records located in the Rural Residential districts that the impervious surface should maximum extent practicable. This proposal meets this criteria. 19.) Maximum lot coverage is not to exceed 25%. Lot coverage is definedamount met to the impervious surface which includes roof tops, driveways, concrete, etc. 20.) The building height is not to exceed 35 feet. as of 21.) A 20 foot setback is required from the edge of the right-of-wayfrom 5 foot side and rear setbacks are required. 22.) The site plan as submitted with the Building Permit Application m Stromberg Ave (east). garage on March 15, 2004 has been reviewed for consistency under the UDC been approved (BLD 04-00160)for a by Jefferson County Department of Community Development. Any modifications, changes, , and has shall be resubmittedchanges, and/or or r additions d to the stamped, approvedse Community Development. plan approval by JeffersonCounty Depardtment of y 3 23.) This approval is for a detached review for iconsistency applicable only. Any future permits on this site are subject to with a licable codes and ordinances and does not preclude review and conditions which may be placed on future permits. I:IF BLD Permit Buildng.rpt 10/29/1999 tsu0 iv 00lb0 C • 1"-÷°t-C-'" 'ClIIV •124.36 `' fi -0 III -0 RESERVE AREA nNn 6 *-1, —1 p TA V r., N \V �Q�,:c '.V r Cp ff'/ AfID O Y` fr .Y ti -- CONC.PATIO 1 I 1111 (0 0.4 i W O BREEZEWAY 0 ` \GP- O O 0 O ,h35 -1. 143.0 Ile' O O PLAN i REVERSE -111111.1. V! 40 to \ I -1 Ul 01 507.95 CU.FT. I A ORETENTION/INFULTR TION POND RE57RVE 0-10 Q 0I ,, 12 020 5• 10 r124.36 17. 74=— 1. 11.89' 12.97'1 , 23.20' LOT AREA 12,435.18 SF BLGD. COVERAGE 2,066 SF IMPERVIOUS SURFACE 3,545 SF LEGAL DESCRIPTION: LOTS 10-14, INCLUSIVE, BLOCK 143, 1RONDALE AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 139, RECORDS OF JEFFERSON COUNTY, WASHINGTON: SITUATE IN THE COUNTY OF JEFFERSON, MAR 1 5 2004 STATE OF WASHINGTON APPROVED SITE PLAN ALN SITE PLAN : SITE 10 \_ttAy 3 2004 ‘Pri - 0 5 20 50 20 JEFFERSON UNTY P SIGNATURE: i m s MITHUN PROJECT TITLE KALA POINT PROJECT NO. 0238700 Architects+Designers+Planners ORAWiNG TITLE DATE SITE 10: LOTS 10-14 BLOCK 143 03/11/04 Pier 56,120i Alaskan Way,Ste.200 Seattle,WA 98ioi TEL 206 623.3344 FAX 206 623.7005 COPYRIGHT©2004 MITHUN,INC. 12¢.36 0 1 RESERVE AREA U CA/ s iC- \J CO iv stet:e ,5. S T.�O SIDE' SID t 'D YA -- CONG.PATIO QCI N 0 04 O C 7 ---I c5, CONCRETE „, ..n.„,. r.,,,i0 . 1 1T:' TTI - I �, 1 I fO^ `°"EWT"Vmui" - r 1��-- RESERVE V I I .1 e F g •� 0 Mirao'X4y' • 1I ► -� _ x r x •x x 2x T24.364 K x x ' x CLEARING AND 1 n GRADING EMS om 1 1.89' 12.97'w 17. 7/1 "" / R a EXSISTING 2 pX DRAINAGE 23.20'. fit. SWAIF LOT AREA 12,435.18 SF �' BLGD. COVERAGE 2,066 SF IMPERVIOUS SURFACE 3,545 SF LEGAL DESCRIPTION: LOTS 10-14, INCLUSIVE, BLOCK 143, IRONDALE AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 139, RECORDS OF JEFFERSON COUNTY, WASHINGTON: SITUATE IN THE COUNTY OF JEFFERSON, STATE OF WASHINGTON APPROVED Mn^ 5 2004 STORMWATER PLAN M 3 2004 SMALL PARCEL EROSION AND wi' vl qr • NT ,OL PLAN r tPL s� n,�� RE t = 20' 0 5 20 50 e il... MI T H U N PROJECT TITLE PROJECT NO. KALA POINT 0238700 DRAWING TTLE DATE Architects+Designers+Planners SITE 10: LOTS 10-14 BLOCK 143 03/11/04 Pier 56,1201 Alaskan Way,Ste.200 Seattle,WA 98101 TEL 206 623.3344 FAX 206 623.7005 COPYRIGHT©2004 MITHUN,INC. 9-. 4) d q --ov l Co<, 6 -“--z1/4- ,- ____, • 1„tL,.P.R.�`TSc., t a-c-F.4( APPROVED 4) ©N o6 JEFFERSON COUNTY STORMWATER PLAN \ , fi , DEPARTMENT OF COMMUNITY DEVELOPMENT MAY 4 , . 621 Sheridan Street • Port Townsend • Washington 98368 O 360/379-4450 • 360/379-4451 Fax � 4TNG' http://www.co.jefferson.wa.us/commdevelopment/ MAItFq Si"I` OUNTY DEPT.OF CO UN DE .LOPM SIGNATURE: Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: 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 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 12. 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 coasial 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 3 IQ 4 sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. 5-34.9 sq/ft Circle: Yes No Well, utilities, etc. sq/ft Does the project convert 2 1/z acres or more of native vegetation to pasture? Driveway, parking,etc. sq/ft / Lawn, landscaping, etc. ct3 Circle: Yes o" �( sq/ft \ Other compacted surface,etc. S(J sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance /�.` O sq/ft Cut—__4_— Fill p (cu/yd) [over] stormwater calc worksheet.doc—REV.10/12/2003 1 • • MAR 1 5 2004 Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as Under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS—IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 3lc+ sq/ft Structures(all roof area) sq/ft Sidewalks fDd sq/ft Sidewalks sq/ft Patios 0 sq/ft Patios sq/ft Solid Decks J v sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway 8 3(5 sq/ft Driveway sq/ft Other (U sq/ft Other sq/ft Total New ,�ssgq/ft Total Existing sq/ft TOTAL NEW+TOTAL EXISTING* '1 i75 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: Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the a 3 4 c" (LANDO N ATIVE SIGNATURE) (DATE tife, R OFFICE 035E 0#1;YYe a c g ': '�"° i i& x* 1 it .SHALE. i' }MECiIUMIi !.IRG ,A s_,, , E F � ° �.�' _ .... <„ t ''tan E -g�� ; i`' .,o ,. .� ..r= RF,.REV �.Q NT � ts���ttWa e , � � � stormwater talc worksheet.doc—REV.10/12/2003 2 • e #ON 0a 6 JEFFERSON COUNTY "4 DEPARTMENT OF COMMUNITY DEVELOPMENT MAR 1 5 i4 11111/11 , " + 621 Sheridan Street • Port Townsend • Washington 98368 �'0 360/379-4450 • 360/379-4451 Fax http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# PROJECT/APPLICANT NAME: Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview , 1. Describe the proposed developed conditions the site. Indicate position a d relative si e of proposed improvements on the site map. 1�.:t o. '1 o j c�2 ccroAp Existing Conditions Summary 2. Describe the existingx topography. Indicate contours on the site map. 1-2-5C� uavQ140s1, L,,.4-17 Slope_ni , kJil 1ic Srk - 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. —' L`` try /r rr ,0 VQp\ 7L� `\� `T-_Orl rc-�f5 W\T . '� w-►e z L' 1 /ec 1;-er�1�H 11 4. Describe the existing soils. Indicate soil type on the site map.�SS6'a.iry 1 Q. S%�/ 1oar►- .Pe cMLLcJ 1.'kr+ r c-sk 1 Ic s,..;� ,1uc1c 143 1 1-61 • 1 5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable,and indicate a reage of each. fee c c(41,26 t\lce:s r c\14 ,, -- ,c Wcck.5 143+ t 6. Descri e any excess levels of noise generated by the proposed use or activity: ,.-4 Gehero.l „o�<<_ --„&Ai c Q," + -t,,te Stvtl5 ILA- CZ5•TrR • stormwater site plan template.doc—rev.10/12/2003 5 11111 • ' 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. �'�+���tr2-- 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities,roads,and sensitive/critical areas (streams,wetlands, lakes, stee slo es,etc. . (..61z.o4-¢ ILA Ir 1 -INvt'-sto . , i�le c__¢- Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g, Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual)or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the ite plan `and differentiate propose facilities from e isting facilities. Q� f- V�Q pun-.&. �. 1,4 1-1-1-c TlQ'� SSlC9v� �07,6., 1 6 c►.ikaek, 5p4 ©+ 4Q� Ncslee -14:4clion 10. If the project requires the use of stormwater treatment facilities,describe the types of storri;z. for use on the site. Locate these facilities on the site plan and differentiate proposed faci i%lest from eer xisting facilities facilities. [This Jpos is normally for"large"projects or projects\ that involve the po ential for dispersion o contaminants.] g [This is 5s2 , G.�cc�U 'Ma v �.14.4 1,1 . BAR l5 104 11. Describe the performance goals and standards applicable to the project. ctLe arcck-\• Q tNto6�f✓ 5(� 12. Describe the flow control system. stormwater site plan template.doc—rev.10/12/2003 6 • 13. Describe the water quality s ste .S M ee o-• G$ f % ' ..L._ 14. Describe the conveyance system analysis and design. 15. Describe th=sour e f fill material,physical characteristics of fill material,and deposition of excess material. 'ty % 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform B lip; Cod, �oLP�i 17. Describe the propos d surfacing material. c(� \ COS\L' v-v :CA drtve-S NO V.1w.. �k �d., t�.&t.C, t..Aoc�e JiYb.-tCkl/"C,re VC 18. Describe methods for restoration of the site. 1 -F1i rP, t-r ssSc%l..c, dvcavr11 (esiSktt..cc Vtt )t.lo-2 c r Cr I.n c._,_ - 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only a only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals here. MAR 1 5 2004 • 20. List here and include an special ports or st die cucted to prepare the Stormwater Site Plan. �ee. G � conducted • tMre� 3t1-. L_ • • 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that aff ct the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. stormwater site plan template.doc—rev.10/12/2003 7 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I-CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or . will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements-Construction SWPPP 1. Mark Clearing Lilits. Icte 71.1 ayXr `` C4�n.pr'� f X . G.� i �Cc.�% .cc'3U0v� 21c._ 1 ` 2. Establish Construction Access. '--Plcce r. tAve�1. P__ l trwet. C 34 -r vice c,rci e cif-uskcd t L+'D o.,.kv.-I cu,. I- if;`,�.�r.1 e•v tN, S i S L--= 3. Control F(w Rates. -14 It 4. Install Sediment Controls. , `. �}.e,I1 S I 11- V.Cp (1. 16• dpc 14^ Xc i C001C-) .-..c . -4t:N d, h 5. Stabilize Soils.CCIV :`1 " + ' CS c. `L l'\c-N C 411 c r ve• + 2rn5ll[u.. 6. Protect Sloi es. MAR 1 5 2004 7. Protectec lDr in Inlets. stormwater site plan template.doc—rev.10/12/2003 8 • • 12 Required Elements-Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 44f A- 9. Control Pollutants. (e)...r_rsi VjO.4 CI'rCC- c.,1.4. 41.-V- C.t..ak rste kir.aar areG. 5 a"-Ici . 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). e Crif4T. Mc - n DI 12. Manage the Project. ' 2. Adjacent Areas. a. Description of the adjacent areas ;hat may be affected by site distkir,Q ceel (g.g2 ,teams, lakes, wetlands, residential areas,roads). b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). • 3. Environmentally Sensitive Areas. a. De$cription of environmentally sensitive areas that are on or adjacent to the site. 17.1//k Stormwater site plan template.doc—rev.10/12/2003 9 • • b. Description of special requirements for working in or near environmentally sensitive areas. t la- • 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility, settleability,permeability,depth,texture,soil structure). 5. Construction Phasing. a. Construction sequence T�i1; l �cs�c�-...a,a� Ccl.�Z�Y�c1�✓t o 5.�� _ b. Construction phasing(if proposed) -4-4A 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed construction schedule. Mae. I s,tc)61- — c'r I 20 4- II. Wet Season Construction Activities. _ a. Proposed wet season construction activities. '1)02.1 u-so21e, 4 I�JDti-t►oaJ ��2M.►c J Q--- b. Proposed wet season construction activities for environmentally sensitive areas. 7. Financial/Ownership Responsibilities. • a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. b. Diversions. c. Waterways. t/,k d. Runoff/Stormwater Detention Calculations c 1- M c t✓ ,� � stormwater site plan template.doc—rev.10/12/2003 10 • Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to 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 affect erty. 31 sIO (LAND NE OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: • MAR 1 5 2004 • • stormwater site plan template.doc—rev.10/12/2003 limilmii :.. 12 • MASTER BASIN PLAN DATE PREPARED: February 26, 2003 PREPARED BY: Meridian —Greenfield in conjunction with Quadra Engineering SUBJECT PROPERTY: The Vineyards at Kala Point: Block 143, lots 1 through 32 and lots 37 through 48 plus vacated portions of Division Avenue and block 151, lots 1 through 48 plus vacated portions of Division Avenue, excepting lots 17, 18, 31 and 32 of block 151 Irondale Subdivision; a portion of the NW 1/a, Section 35, Township 30 North, Range 1 West, Willamette Meridian. The following is a narrative for small parcel development within an existing plat. The existing plat was entitled prior to requirements for stormwater management. Therefore we are establishing a master basin plan for the parcels (building sites) where we will be building homes to the small parcel erosion and sediment control requirements. PROJECT DESCRIPTION, SEQUENCE, EXISTING CONDITIONS Project Description o Single-family residence with detached garage clustered around an interior auto court. o On site sewage treatment system. ❑ On site stormwater management via infiltration trenches and biofiltration Construction Sequence ❑ Establish silt fence and construction entrance o Clear and grade site ❑ Construction of structure(s) MAR 1 5 004 ❑ Construct drainage facilities in conjunction with imperviou6 surface o Construction of septic system o Re-vegetate and landscape Existing Conditions to Existing cleared lot with minimal native vegetation and large areas of exposed soil conditions. o Minimal slope to southeast. o No sensitive areas on lot or adjacent. o Sandy Soils BEST MANAGEMENT PRACTICES (BMP's) Each of the 20 sites within these two blocks will contain the following BMP's toward the goal of controlling erosion and sedimentation control. Construction Stormwater Pollution Prevention Plan to Stabilized construction access: Limit construction entrance to one designated location per building site constructed with crushed rock. o Minimize land disturbing and preserve existing vegetation: Establish clearing limits. Mark trees and vegetation to be saved. • • ❑ Protection of adjacent properties and existing roadside ditches from sediment deposition: Install siltation fencing at low edge of clearing limits. ❑ Stabilization of stock piled soils using plastic sheeting and placement of material away from roads and property lines ❑ Establish concrete truck wash area. ❑ Regularly inspect and maintain these BMP's. Inspect,following any significant storm event. MAINTENANCE PROCEDURES Permanent Stormwater Management Plan ❑ Install an infiltration trench or infiltration depression designed per the attached Reference #1. o General procedures: Water run-off created form impervious surfaces will be"tight-lined" from downspouts and catch basins to the infiltration mechanism. o Location parameters (in accordance of chapter 246-272 WAC/On-site sewage systems) ■ Set-back from a drain field (down gradient) 30 feet • Set-back from a drain field (up gradient) 10 feet ■ Set-back from a building foundation: 5 feet o Catch basin: The catch basin is to catch the water from the parking area. Placement of the catch basis shall be a minimum of 12 feet from the parking area to provide for bio- filtration for pollution control. a Install permanent native growth to reduce erosion potential and promote storm water infiltration on site. o Restore majority of the lot to native vegetation with the use of drought resistant native grasses, shrubs and trees with minimal lawn area. MAR 1 5 2004 REFERENCE #1• C MAR 1 5 2004 BASIS OF DESIGN The USDA Soil Survey of Jefferson County Area,Washington identifies the soils in the area of the subject project as both: - Cassolary, a sandy loam with Unified Soil Classification of SM and a permeability of 2.0 to 6.0 in/hr; and - Hoypus, a gravelly/very gravelly sand and loamy sand with a Unified Soil Classification of GW-GM/GM and a permeability of 6.3 to 20.0 in/hr Based on the descriptions provided on the Soil Evaluations for the Onsite Sewage Disposal System Design of the Septic Design Application it is reasonable to identify the soils as Cassolary. Use 2.0-in/hr soil permeability for infiltration calculations (minimum indicated in Soils Survey) Disturbance of native vegetation outside of the building envelopes will be minimized. Disturbed areas will be re-vegetated with native plants. The project is not tributary to a creek. Design storm is 25yr-24hr event with a depth of 2.1 inches as found on the isopluvials in NOAA Atlas 2, Volume IX SITE SPECIFIC STORM WATER MANAGEMENT Flows from impervious surfaces will be conveyed to an infiltration depression or one of three infiltration trenches. The different options are provided as equal alternative to allow flexibility depending on the specific configuration of each site. Contractor's Option 1: Infiltration Depression An infiltration depression can be constructed to provide 0.004 acre-feet*43560ft/a.re= 174.2 cu feet. See"Subcatchment 1 S: Developed"on page three of this Reference. Exact sizing (length, width and depth)will be determined based on the site Contractor's Option 2: Infiltration Trench Sections Three trench sections (types)are provided to allow for site variations.The typical features of these are: All 3 types of trenches shall be: - 2-ft wide x 2-ft deep (excluding cover) x L(where L=the length as provided below) - placed"on contour" with 0% longitudinal slope - lined with filter fabric on all sides and have a minimum overlap at seams of 8-inches or as specified by manufacturer - Back-filled with drain rock Trenches using Section 1 or 2 shall be no closer than 5-feet (edge to edge)from any other stormwater,infiltration trench Trench Section 3 can be placed side by side and connected via a manifold if adequate area is available"on contour" G:\Projects\The Vineyards\Design&Engineering\reference 2-quadra storm water.doc 1 of 6 • • REFERENCE #1 Trench Calculation: The calculations that follow are for a unit of impervious surfacing (measuring 1000 square-foot) that drains to an infiltration trench. The calculations where performed using HydroCAD®by Applied Microcomputer Systems using the following methodologies to address and to compensate for limitations of the software: All Sections: - Are 2-ft wide x 2-ft deep (excluding cover) x L (where L=the length as provided below) - Soil permeability was converted from 2.0-inch/hour to feet/minute (per unit algebra) 2.0-in/hr x 1-footll 2-inches x 1-hour/60 minutcs= 0.003-ft/hr - A 30%void space (detention volume)was used for the drain rock; this is shown as "open %" in the pond calculation summary. Section 1 - Is a conventional drain rock filled trench with a 4"perforated pipe. The storage volume of the pipe is considered negligible and is therefore not included in the calculations. Except as noted above in"All Sections"no compensation was required. Section 2 - Includes the use of a 12-inch pipe for additional storage volume. The void space is adjusted to account for the additional volume provided by the pipe. The calculations include adjustments at the %, %z, and 3/4 depths of the pipe. - The"irregular section" method of calculation was used to address the irregularities/variations in the void space. Section 3 - Addresses a possible requirement of a single large infiltration"mat";where multiple segments/lengths of"trench" are joined using a 4"pipe manifold by branching - Each ; where a number of"trenches"are constructed side by side . Infiltration in this section is calculated through the base only. Trench Construction: The Developer shall construct infiltration trench(es)based on the total units of impervious surface on each parcel. The following trench lengths (L)are to be applied as applicable: Section 1: L = 18-LF per 1000-sf of impervious surfacing (2-ft x 2-ft trench with 4-in perforated pipe) Section 2: L= 15-LF per 1000-sf of impervious surfacing (2-ft x 2-ft trench with 12-in perforated pipe) Miiji I Section 3: L = 24-LF per 1000-sf of impervious surfacing (2-ft x 2-ft trench constructed as a mat 4-in perforated pipe) Example: - For a residence with a 1500-sf home, 600-sf garage, 200-sf patios &walks, and 1200-sf of driveway&parking for a total impervious area of 3,500-sf using Section 2. - The total length of trench required is: = (3500-sf total impervious area/ 1000-sf unit impervious area)x 15 linear feet of trench = 52.5 linear feet of trench G:\Projects\The Vineyards\Design&Engineering\reference 2-quadra storm water.doc 2 of 6 REFERENCE #1• Vineyards_25yr-24hr Type IA 24-hr Rainfall=2.1" (AMC=2) Page 1 2/24/03 Subcatchment 1S: DEVELOPED Runoff = 0.01 cfs @ 7.88 hrs, Volume= 0.004 of Runoff by SBUH method,Time Span=0.01-24.00 hrs,.dt=0.01 hrs Type IA 24-hr Rainfall=2.10" Area(sf) CN Description 1,000 98 Paved parking &roofs Tc Length Slope Velocity Capacity Description (min) (feet) (Itift) (It/sec) (cfs) 5.0 Direct Entry,Assumed MAR 1 5 2004 G:\Projects\The Vineyards\Design&Engineering\reference 2-quadra storm water.doc 3 of 6 • REFERENCE #1 Vineyards_25yr-24hr Type IA 24-hr Rainfall=2.1" (AMC=2) Page 1 2/24/03 Pond 1 P: SECTION#1 (2'x 18'trench w/4" pipe) Inflow = 0.01 cfs @ 7.88 hrs, Volume= 0.004 af Outflow = 0.00 cfs @ 8.63 hrs, Volume= 0.004 af, Atten=62%, Lag=44.9 min Discarded= 0.00 cfs @ 8.63 hrs, Volume= 0.004 af Routing by Stor-Ind method,Time Span=0.01-24.00 hrs,dt=0.01 hrs Peak Elev=1.98' Storage=21 cf Plug-Flow detention time=35.6 min calculated for 0.004 of(100% of inflow) Storage and wetted areas determined by Pyramidal sections Elevation SurfArea Open Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (%) (cubic-feet) (cubic-feet) (sq-ft) 0.00 36 30.0 0 0 36 2.00 36 30.0 22 22 84 Discarded Outflow (Free Discharge) t-1=Infiltration • # Routing Invert Outlet Devices 1 Discarded 0.00' 0.003000fpm Infiltration over entire Wetted area MAR 1 7 2004 • G:\Projects\The Vineyards\Design&Engineering\reference 2-quadra storm water.dcc 4 of 6 . REFERENCE #1 • Vineyards_25yr-24hr Type IA 24-hr Rainfall=2.1"(AMC=2) Page 1 2/24/03 Pond 1 P: SECTION #2 (2'x 15'trench w/12" pipe) Inflow = 0.01 cfs @ 7.88 hrs, Volume= 0.004 of Outflow = 0.00 cfs @ 8.39 hrs, Volume= 0.004 af, Atten= 57%, Lag=30.3 min Discarded = 0.00 cfs @ 8.39 hrs, Volume= 0.004 of Routing by Stor-Ind method,Time Span=0.01-24.00 hrs,dt= 0.01 hrs Peak Elev=1.92' Storage=21 cf Plug-Flow detention time=32.5 min calculated for 0.004 of(100%of inflow) Storage and wetted areas determined by Irregular sections Elevation SurfArea Perim. Open Inc.Store Cum.Store WetArea (feet) (sq-it) (feet) (%) (cubic-feet) (cubic-feet) (sq-ft) 0.00 30 34.0 30.0 0 0 30 0.50 30 34.0 30.0 5 5 47 0.75 30 34.0 38.0 3 7 56 1.00 30 34.0 58.0 4 12 64 1.25 30 34.0 38.0 3 15 73 1.50 30 34.0 30.0 2 17 81 2.00 30 34.0 30.0 5 21 98 Discarded Outflow (Free Discharge) t1=Infiltration # Routing Invert Outlet Devices 1 Discarded 0.00' 0.003000fpm Infiltration over entire Wetted area MAR 1 c: 7;, G:\Projects\The Vineyards\Design&Engineering\reference 2-quadra storm water.doc 5 of 6 IP REFERENCE #1 Vineyards_25yr-24hr Type IA 24-hr Rainfall=2.1"(AMC=2) Page 1 2/24/03 Pond 1 P: SECTION#3 (2'x 24' branch of mat) Inflow = 0.01 cfs @ 7.88 hrs, Volume= 0.004 af Outflow = 0.00 cfs @ 6.08 hrs, Volume= 0.004 af, Atten=78%, Lag=0.0 min Discarded= 0.00 cfs @ 6.08 hrs, Volume= 0.004 af Routing by Stor-Ind method,Time Span=0.01-24.00 hrs,dt=0.01 hrs Peak Elev=1.90' Storage=27 cf Plug-Flow detention time=84.5 min calculated for 0.004 of(100%of inflow) Storage and wetted areas determined by Pyramidal sections Elevation Surf.Area Open Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (%) (cubic-feet) (cubic-feet) (sq-ft) 0.00 48 30.0 0 0 48 2.00 48 30.0 29 29 103 Discarded OutFlow (Free Discharge) t-1=I nfiltratio n # Routing Invert Outlet Devices 1 Discarded 0.00' 0.003000 fpni Infiltration over entire Surface area MAR J i G:\Projects\The Vineyards\Design&Engineer iing\reference 2-quadra storm water.doc 6 of 6 NV1d :100-1A QNOODS aigiJ 00 .ti 00 •.17aP8 /McIS0 NOIN21X@ N001 at .0-,L 6 ,.;, In o-7. .0-,L 0_ �M F,. , 111 P. T 1 An 1 1 i01 - - — — — — 1 ■ r a d J. SO axe — o o a o �xo-t .-�xo-t — — -+ w Ir TIM,i+ = I o o • 1 I N 1 1,;.: ) rnx 1 z rn �4,4 , coo ¢ • oc �� cn N0 ( ,,,I a � III ��7 P rn x 0 , 0 0 0 .,__,,,, I .6-tL " o ...4 co In Nv� NO , II 1SnvHXa o If:o .8 lv 11VM .9C+ al °4 2l@av2H ulgor ~ 'n OR �£ .Z/l i7-.9 11 oil real N CA • o N _h .9 1..V gE' il)<, eiga`dOH o ONI-II@O co aal1nvn 0 z�,16-z o . C' SSa ov oIlly I 06XZZ -NIW Ssabv oI1111 �i� OEXtt NIW . 1 1 , , 1 I --aimmarv.m. ci 1, 1 i_ 'cl.4. — —.11"1 Q.. — ..AXE 0-� 0-Z 0-7 0-t 0-�XO-Z 1 Jill, o 11111 .0-,L .0-,L Ill .0-,L .0-,ib1. .0-,L .0-R3 ACM • Q R tid ,,,A db fyp's 4 _.._ .-�_.. -.......�.. .__.. ...... A4eC ay, of MITHUN Arehlte�s.ONeslOnms+Plan nsrs ALL FIRST FLOOR EXTERIOR WALLS �6' OSB W/ 8d • 3- OC EDGES AND 12' OC FIELD. BOTH SIDES. ALL PANEL EDGES SHALL BE BLOCKED 7._O. 0 FIRST FLOOR PLAN i MON 1/4" • 1'-0" T-O' ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24,1997 UBC AS AMENDED BY WASHINGTON STATE BUILDING CODE COUNCIL GARAGE 672 S.F. RESIDENCE MAIN FLOOR 64 S.F. UPPER FLOOR 56B S.F. TOTAL 839 S.F. t.yp % N r F�t(s FEB 2 0 � i 2003 t EFr.D_CN _, DEFT OF „ M �'JN Plw 56 12ol Alashn Way SuRe aoe Sssttk WA 96ToT M 206 623.3w PAN 2o6 623.7oo5 CARRIAGE UNIT ELEVATION B KALA POINT COTTAGE; PROJECT: Kala Point Cottages LOCATION: Port Townsend, WA PREPARED FOR: Meridian Partnership Management, Inc. 2837 STATE OF WASHINGTON NO, OATS REVISION PARTNER IN CHARGE BK PROJECT MANAGER DB PROJECT ARCHITECT DB PROJECT TEAM MEMBER MI CHECK DB PROFEs9ONAL SEAL /ONAL EXPIRES JAN 15, 20051 STRUCTURAL DESIGN ONLY TITLE FOUNDATION PLAN PROJECT NO. 0238700 01 /14/03 PROJECT NET"K PATH S : \2002\0238700\CA D D� A\BASE-DWG\CARRIAG SHEET NUMBER A=2 B PERMIT SET COPYRIGHT MITHUN, INC. MITHUN AndIlecb+Deslgner Planners A BA 28' 0' T-O' 14'-0' 1 T-O' T-O' , 7,-0' L---_ 2-OX4-0 2-0 4-0 2-0 4-0 L- 1 1 O I I p MIN. 22X30 MIN, 22X30 ATTI� ACES � I ATTIC AC ESS Z9� REVISED VAULTED REV ; date,` i o -0� CEILIN0 ' ICID I , w rT1! �EDsz�l-(- D HEADER 5/�1�1 -L X N ---------------------------', HEADER -------------- �r1L COPY p 6'-4 1/2' 3 110 V-------- - AT 8' n 36' WALL O N (n O #31-31 EXHAUST o o ERl � DNi FAN / 00 � o_ 7'-9' N 12'-4' 0 e a OK Q 3 I 11, 2 a N K N 13�� N NI a En = p I �I J Z N ' 1 I x LL1 o 1 I - _WALE -_ 1 I n ----JI o I I o _ _ _ _ _ _I_ 2-OX4-_ _2-OX4-0_ 2-0�,4-_0 - - - - - - - - - - - - - - - -J r I FXD USPIT F D 1 1 I ALL GLASS AND GLAZING SHALL I I I COMPLY WITH CHAPTER 24, 1997 UBC 0 1 1 I I I I o AS AMENDED BY I I ^ CO WASHINGTON STATE I 1 6A BUILDING CODE COUNCIL � I I I 1 L------1---- d ALL SECOND FLOOR EXTERIOR WALLS 4' OSB W/ 8d 0 4- OC EDGES AND 12' OC FIELD. BOTH SIDES. ALL PANEL EDGES SHALL BE BLOCKED 7' O' 0' T-O' 14'-0' 28'-0' SECOND FLOOR PLAN 1/4" - l'-O" T-O' UPPER FLOOR 569 S.F. E -n1CE lP I F E B 2 0 2003 ]� _ !EFFE r. CDijNTry DPT Gs C01MI,'UNITY DEVELOPMENT Pier 56 12ol Alashn Wry SuNe 200 Senule, WA 98Rol n 206 623-5544 EA2 2o6 625.7=5 CARRIAGE UNIT ELEVATION IS KALA POINT COTTAGES PROJECT: Kala Point Cottages LOCATION: Port Townsend, WA PREPARED FOR: Mer' ian Partnership Manackement, Inc. 2E37 VINCENT J. TATE OF Ni NO. DATE REMS)ON PARTNER IN CHARGE BK PROJECT MANAGER DB PROJECT ARCHITECT DB PROJECT TEAM MEMBER MI a PROFE5 IONAE SEAL O AIV�� S O Z Ln FC/STEM �SS1ONAL Z 23347�p E EXPIRES JAN 15 20u51 STRUCTURAL DESIGN ONLY nnE SECOND FLOOR PLAN PROJECT NO.. 0238700 01 /14/03 PROFCT NETCRK PATH S:\2002\0238700\CADDI A\BASE-DWG\CARRIAG SHEET NUMBER A=4B PERMIT SET COPYRIGHT ® MITHUN, INC.