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HomeMy WebLinkAboutBLD2008-00420 • • CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD08-00420 SITE ADDRESS: 94 CARLI CT Issue Date: 10/29/2008 PORT TOWNSEND, 98368 Final Date: 7/2/2009 APPLICANT: RYAN MILLER PHONE: 206-962-7055 94 CARLI COURT PORT TOWNSEND WA 98368 SUBDIVISION: DISCOVERY BAY VILLAGE Block: Lot: 64 PARCEL NUMBER: 947400064 Section: 13 Township: 29 N Range: 02 W PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes noJ THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 7/2/2009 I:\F_BLD_Occupa ncy.rpt 10/29/19 01ILDING PERMIT APPLICATION MLA08-00419 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD08-00420 Received Date: 9/18/2008 SITE ADDRESS: 94 CARLI CT PORT TOWNSEND, 98368 OWNER: RYAN MILLER PHONE: 206-962-7055 PO BOX 95 BRINNON WA 98320 DISCOVERY BAY VILLAGE SUBDIVISION: Block: Lot: 64 PARCEL NUMBER: 947400064 Section: 13 Township: 29 N Range: 02 W CONTRACTOR: HILINE HOMES PHONE: (360) 379-8600 94 KALA SQUARE PLACE PORT TOWNSEND WA 98368 Contractor's License HILINH*981BT Expires 2/10/2010 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NSFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 897 VALUATION 71,973.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: 65 CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: OTHER BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 1 Total: 2 Total: 1 Routing Date: ao 9 i l 0 (3, , Type Amount Paid By: Date: Receipt: Approved/Date Permit $797.75 AMS 09/18/08 102669 Plan Check $518.54 AMS 09/18/08 102669 APPFJE[) State Building Code $4.50 AMS 09/18/08 102669 Potable Water Application $59.00 AMS 09/18/08 102669 OCT ,' 2008 Total: $1,379.79 Jefferson County Planning & Building Department T Jefferson County Building C�;ion Permit Nu ' BLD08-00420 ApplicW.. MILLER BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Code: To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections, ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks 05 ) Minimum setback from Honeymoon Lane right-of-way and Carli Court feet. Minimum setback from top of bank shall be 20 feet. If an ESA is present, then the more stricter setback(s)shall apply. Erosion Control Erosion Control Foundation Footing )/ _? b,Qp i"� r (_0414-- D 1 l , Footing Drains •�J " Foundation Stem Wall ii_24.0 Q— - Underground Plumbingv" Under Floor Framing h_4_0b i)E---- _ Straps(hold downs) F Ext. Shear Wall Nailing Rough-in Plumbing `- I Framing 1, . vt Airseal Insulation:Walls 4,3 ( r Insulation: Floors 1}10 Insulation: Ceiling • Int. Shear Wall Nailing -; \ t 0,1 Wallboard Nailing .�\(.21 c,`f (p__ Gas Line: Interior Gas Line: Exterior Propane Tank Heat/Chimney Clearance 1 Drywell/Alt Drainage PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT —SHALL SUBMIT A WRITTEN 6. TTER FROM ALKAI CONSULTANTS STATING THAT THE STORM WATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH • THE REQUIREMENTS OF THE "GEOLOGICAL REPORT" DATED SEPTEMBER 4, 208 AS SIGNED BY JAMES HARDING E.I.T. PROJECT ENGINEER AND DONALD BALMER L.G. SENIOR HYDROGEOLOGIST OF ALKAI CONSULTANTS. Drywell/Alt Drainage GEOTECH TO CERTIFY STORM WATER TIGHTLIN E. Address Posted I FINAL INSPECTION ""..Z M 4Z"----N - (TE, k- 'L+L t`ltu tI iC FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT Is vAI in rna nkm V AC _ • . CONDITIONS for Building Permit# :BLD08-00420 1.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM ALKAI CONSULTANTS STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "GEOLOGICAL REPORT" DATED SEPTEMBER 4, 208 AS SIGNED BY JAMES HARDING E.I.T. PROJECT ENGINEER AND DONALD BALMER L.G. SENIOR HYDROGEOLOGIST OF ALKAI CONSULTANTS. 2.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM ALKAI CONSULTANTS (THE GEOLOGIST WHO PREPARED THE GEOTECHNICAL REPORT DATED SEPTEMBER 4, 2008) STATING THAT THE STRUCTURE AND/OR FACILITIES HAVE BEEN CONSTRUCTED IN CONFORMANCE WITH THE REQUIREMENTS OF THE "GEOTECHNICAL REPORT." THE LETTER SHALL BE STAMPED BY THE LICENSED GEOLOGIST/ENGINEER. 3.) Barriers are required to protect the drainfield and septic tank from parking, driving and other land disturbing activities prior to final approval of the building. 4.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 5.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 6.) A vegetative buffer of 20-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 7.) A Geotechnical Report prepared by Alkai Constultants dated September 4, 2008 was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 20-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed single family residence. 8.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC) Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 9.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 10.) All construction activities shall not encroach upon the landslide hazard area buffer. This includes the storage or preparation of materials. 11.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 12.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through#12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. 13.) A Stormwater Site Plan has bee bmitted and approved by the Department Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 14.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 15.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 16.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 17.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 18.) The building height is not to exceed 35 feet. 19.) Minimum setback from Honeymoon Lane right-of-way and Carli Court right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from top of bank shall be 20 feet. If an ESA is present, then the more stricter setback(s) shall apply. 20.) Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 21.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 22.) DURING AND AFTER CONSTRUCTION, RUNOFF FROM THE BUILDING SITE AND YARD AREA SHOULD BE CONTROLLED AND NOT DIRECTED TO OR ALLOWED TO FREE-FLOW TOWARD THE SLOPE AREA. SURFACE STORMWATER RUNOFF SHOULD BE DIRECTED AWAY FROM THE SLOPES AND COLLECTED WHERE POSSIBLE FOR DISPOSAL. SIMILARLY RUNOFF FROM THE BUIDLINGS AND SURFACED AREAS SHOULD BE INTERCEPTED, COLLECTED AND TIGHTLINED AWAY FROM ALL SLOPE ARA FOR DISPOSAL WHERE DOWN SLOPE SOILS, SLOPES, AND STRUCTURES ARE NOT PLACE DIN JOEPARDY. ON NO PORTION OF THE SITE SHOULD DRYWELLS BE USED FOR THE DISPOSAL OF ANY COLLECTED STORMWATER. 23.) PAVEMENT. FILL OR BUILDINL .. REAS SHOULD BE STRIPPED OF ALL ORGANIC SOIL, EXISTING FILL AND DEBRIS. IN MOST AREAS, A STRIA/6 DEPTH OF ABOUT ONE-FOOT SHOULD BE ANTICIPATED. DEEPER EXCAVATIONS MAY BE REQUIRED TO REMOVE BURIED TREE ROOT BALLS, STUMPS, OR POCKETS OF UNSUITABLE SOILS OR FILL. STRIPPED SOILS, CONTAMINATED WITH ORGANICS OR DEBRIS, SHOULD BE WASTED OFF SITE OR USED IN LANDSCAPE AREAS. ALTHOUGH LITTLE IF ANY FILLING FOR SITE DEVELOPMENT IS ANTICIPATED, THE FOLLOWING RECOMMENDATIONS SHOULD BE FOLLOWED FOR ALL FILL PLACEMENT. FOLLOWING STRIPPING OF THE SITE, AND PRIOR TO THE PLACEMENT OF ANY FILL, THE EXPOSED SUBGRADE SHOULD BE PROOF ROLLED AND COMPACTED TO A FIRM, UNYIELDING CONDITION USING EQUIPMENT OF APPROPRIATE SIZE AND TYPE. COMPACTION OF THE STRIPPED SUBGRADE SHOULD BE CONTINUED UNTIL FIELD DENSITY TESTS SHOW THAT A MINIMUM COMPACTION OF 95% OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM METHOD D-1557, HAS BEEN ACHIEVED IN ALL FILL, BUILDING, ROADWAY, AND PARKING AREAS. ANY SC)FT OR WEAVING AREAS DISCLOSED DURING PROOF ROLLING SHOULD BE EXCAVATED AND REPLACED WITH COMPACTED STRUCTURAL FILL. AREAS, WHICH ARE TO BE FILLED TO BRING THE BUILDING OR PAVEMENT GRADES UP TO THE DESIRED ELEVATION, SHOULD BE FILLED WITH COMPACTED GRANULAR MATERIAL FREE FROM ROOTS, TRASH, OR OTHER DELETERIOUS MATERIALS. IT IS OUR OPINION THAT THE NATIVE TILL OR MIXED SOILS WILL BE ONLY MARGINALLY SUITABLE FOR USE AS WET WEATHER FILL DUE TO THEIR INHERENT MOISTURE SENSITIVITY. THE TILL SOILS AND THOSE HAVING A HIGH FINES CONTENT ARE SUFFICIENTLY FINE GRAINED, SUCH THAT WITH THE ADDITION OF SMALL QUANTITIES OF WATER THEY BECOME OVERLY SATURATED AND ARE DIFFICULT OR IMPOSSIBLE TO COMPACT TO THE DESIRED DENSITY. AS A RESULT, ALL SITE GRADING AND PREPARATION BE UNDERTAKED AND COMPLETED DURING DRY WEATHER. IF GRADING IN BUILDING OR PAVEMENT AREAS IS NECESSARY DURING WET WEATHER AND TIME DOES NOT PERMI--ALLOWING THE SOILS TO DRAIN, WE RECOMMEND THAT ALL EXCAVATED SOIL BE REMOVED FROM THE SITE AND THAT MATERIALS USED AS STRUCTURAL FILL (FILL PLACED ON SLOPES OR UNDER BUILDINGS OR PAVEMENTS) CONSIST OF FREE DRAINING GRAVELLY SAND HAVING A MAXIMUM SIZE OF 1-1/2 INCHES AND WITH NOT MORE THAN 5.0% FINES, MATERIAL PASSING A U.S. NO. 200 SIEVE. ALL IMPORATED FILL MATERIAL SHOULD CONFORM TO THE ABOVE RECOMMENDATION REGARDLESS OF THE WEATHER. IT IS RECOMMENDED THAT PERMANENT CUT SLOPES NOT EXCEED 2H:1V (50%). FILL SLOPES SHOULD NOT BE STEEPER THAN 2H:1V (50%) FOR FILL PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF APPENDIX CHAPTER 33 OF THE UNIFORM BULDING CODE (1997 EDITION) OR 3 TO 4H:1V (33% TO 25%) FOR UNCONTROLLED FILLS OF MODERATE QUALITY MATERIAL. IN AREAS WHERE STEEPER SLOPES ARE REQUIRED, RETAINING STRUCTURES SHOULD BE PROVIDED. IN AREAS WEHRE FILLS ARE TO BE MADE ON SLOPES STEEPER THAN 5H:1V THE SUBGRADE SHOULD BE BENCHED AND PREPARED IN ACCORDANCE WITH UBC (1997) REQUIREMENTS PRIOR TO FILL PLACEMENT. BENCHES SHOULD BE CUT AT A MAXIMUM VERTICAL HEIGHT OF 18 INCHES IT SHOULD BE ANTICIPATED THAT, IF STEEPLY CUT, THE NEAR SURFACE SOILS MAY BE SUBJECT TO CAVING, AND SLOUGHING WILL OCCUR AS THE SOILS ARE EXPOSED TO DRYING. ALL TEMPORARY CUTS AND EXCAVTIONS SHOULD BE SLOPED OR SHORED IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. ADDITIONALLY, SLOPE GRADES (BC)TH CUT AND FILL) IN DRIVEWAY TRAFFIC AREAS SHOULD COMPLY WITH APPROPRIATE COUNTY AND LOCAL REGULATIONS. ALL STRUCTURAL FILL (FILL BELOW BUILDINGS, ROADWAYS, OR PARKING AREAS, OR FILL PLACED ON SLOPES) SHOULD BE PLACED ON A FIRM, PROPERLY PREPARED SUBGRADE. FILL MATERIAL SHOULD BE PLACED IN LAYERS APPROXIMATELY 9 INCHES IN THICKNESS, CONDITIONED TO MOISTURE CONTENT SUITABLE FOR COMPACTION, AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. • 24.) THE EXISTING FILL SLOPES CREATED FROM GRADING ACTIVITIES WILL NEED TO BE REGRADED AND/OR HAVE RETAINING STRUCTURES AT THE TOE OF THE SLOPES SUCH AS CAST IN PLACE CONCRETE WALLS, ECOLOGY BLOCK WALLS OR RrEINFORCED EARTH WALLS UTILIZING GRID SYSTEMS SUCH AS TENSAR. THE FINAL DECISION ON THE RETAINING STRUCTURE DESIGN WILL BE DEPENDENT ON FINAL SLOPE HEIGHTS. 25.) ONLY MINOR STORMWATER RELATED PROBLEMS ARE ANTICIPATED IF SITE GRADING AND PREPARATION ARE UNDERTAKEN DURING THE NORMALLY DRIER PORTIONS OF THE YEAR. IF THE SITE WORK IS UNDERTAKEN DURING WET WEATHER THE CONTRACTOR SHOULD BE FULLY PREPARED TO DEAL WITH SOIL AND WATER PROBLEMS NORMALLY ENCOUNTERED IN THESE MATERIALS DURING WET WEATHER WORK INCLUDING THE FILTERING OF RUNOFF, AS NEEDED TO PREVENT THE SILTATION OF DOWN SLOPE AREAS. TO AID IN MINIMIZING POTENTIAL EROSION IT IS RECOMMENDED THAT THE BUILDING SITE NOT BE STRIPPED AND LEFT UNVEGETATED OR WITHOUT EROSION PROTECTION FOR AN EXTENDED PERIOD OF TIME PRIOR TO THE ACTUAL START OF CONSTRUCTION AND/OR LANDSCAPING. SILT FENCING AND OTHER EROSION CONTROL DEVICES AND MEASURES MAY BE REQUIRED TO CONTROL WATER RUNOFF AND SEDIMENT TRANSPORT OFF THE SITE. GROUND WATER RELATED PROBLEMS ARE NOT ANTICIPATED ON THE PRESENTLY PROPOSED BUILDING SITE. HOWEVER, IT SHOULD BE ANTICIPATED THAT PERCHED WATER FLOWS MAY DEVELOP IN SOME AREAS. IN THAT WE ARE UNABLE TO PREDICT WHERE OR WHEN THIS MIGHT OCCUR. WE RECOMMEND THAT ANY DEVELOPMENT OF INCIDENTIAL SEEPS BE TREATED AS A CONSTRUCTION OR MAINTENANCE PROBLEM. TO PRECLUDE THE POSSIBLE BUILD-UP OF GROUND WATER OR STORM RUNOFF IN THE SOILS ADJACENT TO THE STURCTURE, IT IS RECOMMENDED THAT A FOUR-INCH DIAMETER, PERFORATED, RIGID PIPE BE PLACED, PERFORATIONS DOWN, AROUND THE OUTSIDE OF THE BUILDING FOUNDATION AT THE FOOTING SUBGRADE ELEVATION. ALL OF THE DRAINAGE SYSTEM SHOULD BE BEDDED IN A DRAINAGE SAND AND GRAVEL AND DESIGNED TO CARRY ANY ACCUMULATED WATER AWAY FROM THE STRUCTURE TO AN APPROPRIATE DISCHARGE AREA. ROOF DRAINAGE SHOULD NOT BE CONNECTED TO THE FOOTING DRAINS BUT MAY USE THE SAME OUTFALL PIPING IF CONNECTED WELL AWAY FROM THE BUILDING SUCH THAT ROOF WATER WILL NOT BACKUP INTO THE FOOTING DRAINS. THE FREE FLOW OF WATER TOWARD OR OVER THE SLOPES IS TO BE AVOIDED DUE TO POTENTIAL EROSION CONCERNS. LANDSCAPING SHOULD NOT BE DESIGNED TO DIRECT RUNOFF INTO THESE AREAS. ADDITIONALY, ALL RUNOFF FROM ROOFS, DRIVEWAYS, PATIOS AND HARD SURFACED AREAS SHOULD BE INTERCEPTED, COLLECTED AND DISPOSED OF AWAY FROM STRUCTURES AND SITE SLOPES, AND DISCHARGED WHERE THE WATER WILL NOT EFFECT DOWN SLOPE STRUCTURES, WALLS, OR PROPERTIES. FROM A GEOTECHNICAL PERSPECTIVE, TIGHT LINING OF THE COLLECTED RUNOFF TO THE AREA BELOW THE SLOPE WOULD BE AN ACCEPTABLE MEANS OF DISPOSAL. HOWEVER, SUCH A DISPOSAL SYSTEM SHOULD COMPLY WITH ALL APPLICABLE REGULATIONS AND THE PIPE SHOULD DISCHARGE INTO A MANIFOLD-TYPE STRUCTURE OR ONTO AN ENERGEY DISSIPATER SUCH AS A PAD OF CRUSHED ROCK TO AID IN MINIMIZING EROSION. IF AN ENERGEY DISSIPATION PAD IS USED IT SHOULD BE A MINIMUM OF THREE FEET ON A SIDE, ONE FOOT THICK, AND COMPRISED OF TWO TO FOUR INCH CRUSHED ROCK INSIDE A STAKED FRAME TO PREVENT DOWN SLOPE MIGRATION OF THE ROCKS. IT IS SUGGESTED THAT CLEANOUTS BE PROVIDED AT CONVENIENT LOCATIONS ALONG THE LENGTH OF THE STORM DRAINAGE SYSTEM FOR MAINTENANCE. ALL PIPING FOR THE DRAINAGE SYSTEM SHOULD BE RIDGED AND SMOOTH WALLED. CORRUGATED, ADS-TYPE PIPING SHOULD NOT BE USED. HOWEVER, SPECIFIC RECOMMENDATIONS FOR AND DESIGN OF A STORMWATER DISPOSAL SYSTEM ARE BEYOND THE SCOPE OF ASPECTS' SERVICES AND SHOULD BE PREPARED BY OTHER CONSULTANTS FULLY FAMILIAR WITH JEFFERSON COUNTY DESIGN AND DISCHARGE REQUIREMENTS. • 26.) WE RECOMMEND THAT ALL FOUNDATIONS BE DESIGNED TO BEAR ON THE MEDIUM DENSE TO VERY DENSE NATIVE SOILS OR STRUCTURAL FILL PLACED AND COMPACTED AS PREVIOUSLY DESCRIBED. CONTINUOUS FOOTINGS SHOULD NOT BE LESS THAN 14 INCHES WIDE AND ISOLATED FOOTINGS SHOULD NOT BE LESS THAN 18 INCHES IN THEIR SMALLEST DIMENSION, REGARDLESS OF THE RESULTING BEARING PRESSURE. ADDITIONAL FOUNDTION SIZING AND DESIGN CONSIDERATIONS SHOULD BE IN ACCORDANCE WITH UNIFORM BUILDING CODE REQUIREMENTS, AS MODIFIED BY LOCAL CODES AND REGULATIONS IN EFFECT AT THE TIME OF CONSTRUCTION FOR STRUCTURES WITHIN SEISMIC ZONE 3 AS DEFINED BY THE UNIFORM BUILDING CODE. ALL FOOTINGS ON GENTLE SLOPES (<15%) SHOULD BOTTOM A MINIMUM OF 18 INCHES BELOW THE LOWEST ADJACENT EXTERIOR GRADE AND 12 INCHES BELOW THE LOWEST INTERIOR GRADE. FOOTINGS ON SLOPES STEEPER THAN 15% SHOULD BE DESIGNED TO BEAR A MINIMUM OF THREE FEET BELOW THE FINISHED EXTERIOR SURFACE SOILS GRADE AND BE AT LEAST SIX FEET HORIZONTALLY BACK OF THE FINISHED SOIL FACE OF THE SLOPE. IT IS RECOMMENDED THAT ALL FOUNDATION EXCAVATIONS BE INSPECTED PRIOR TO PLACING CONCRETE, TO VERIFY THAT THE BEARING SURFACE HAS BEEN PROPERLY CLEANED, PREPARED AND SOIL CONDITIONS ARE AS ANTICIPATED. ALL FOUNDTION SUBGRADE AREAS SHOULD BE RECOMPACTED FOLLOWING EXCAVATION. BEARING SURFACES SHOULD BE FIRM AND FREE OF SLOUGHED OR WATER-SOFTENED SOIL. STANDING WATER SHOULD NOT BE ALLOWED TO ACCUMULATE IN THE FOUNDATION EXCAVATIONS. FOR SPREAD FOOTING FOUNDATIONS DESIGNED AND CONSTRUCTED AS OUTLINED ABOVE, AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF MAY BE USED FOR FOUNDATIONS BEARING ON THE MEDIUM DENSE INSITU SOILS OR PROPERLY PLACED AND COMPACTED STRUCTURAL FILL. FOR FOUNDATIONS BEARING ON THE DENSE TO VERY DENSE INSITU SOILS AN ALLOWABLE SOIL BEARING PRESSURE OF 4,000 PSF MAY BE USED. WE ESTIMATE THAT TOTAL SETTLEMENT FOR FOUNDATIONS DESIGNED AND CONSTRUCTED AS OUTLINED ABOVE WILL BE AN INCH OR LESS, WITH DIFFERENTIAL SETTLEMENT BETWEEN SIMILARLY LOADED FOUNDATIONS POTENTIALLY APPROACHING THE TOTAL SETTLEMENT. IT IS ANTICIPATED THAT MOST SETTLEMENTS WILL OCCUR AS THE FOUNDATIONS ARE LOADED. FAILURE TO PROPERLY PLACE STRUCTURAL FILL OR PREPARE THE SUGRADE AREAS MAY INCREASE SETTLEMENT RESULTING ROM LOADING AND/OR SHAKING RESULTING FROM AN EARTHQUAKE. 27.) SLAB-ON-GRADE FLOORS MAY BE SUPPORTED ON PROPERLY PLACED AND COMPACTED STRUCTURAL FILL OR ON THE MEDIUM DENSE TO VERY DENSE INSITU NATIVE SOILS FOLLOWING PREPARATION AS OUTLINED ABOVE. A CAPILLARY BREAK/DRAINAGE LAYER CONSISTING OF SIX INCHES OF PEA GRAVEL, OR CLEAN CRUSHED ROCK SHOULD BE PLACED BELOW THE FLOOR SLAB. THE CAPILLARY BREAK MATERIAL SHOULD CONTAIN LESS THAN 1.0% MATERIAL PASSING A U.S. NO. 200 SIEVE AND LESS THAN 4.0% MATERIAL PASSING A U.S. NO. 10 SIEVE. A VISQUEEN VAPOR BARRIER HAVING A MINIMUM THICKNESS OF 6-MILS SHOULD BE PLACED BETWEEN THE CAPILLARY BREAK AND THE FLOOR SLAB. WE UNDERSTAND THAT A SAND CUSHION BETWEEN THE VAPOR BARRIER AND THE BASE OF THE SLAB MAY IMPROVE THE CURING OF THE SLAB CONCRETE. IF A SAND CUSHION IS PLACED BETWEEN THE CAPILLARY BREAK MATERIAL OR THE VAPOR BARRIER AND THE SLAB, IT SHOULD NOT CONTAIN FREE MOISTURE WHEN THE SLAB IS CONSTRUCTED. EXCESS MOISTURE IN THE CUSHION COULD CAUSE IMPERVIOUS FLOOR COVERINGS TO BUBBLE. 28.) AS A PRELIMINARY GUIDELIN-OR TEMPORARY CUTS LESS THAN 10.T IN HEIGHT, WE RECOMMEND TEMPORARY SLOPES BE MADE NO STEEPER THAN 1H:1V FOR THE DENSE TO VERY DENSE GLACIAL TILL AND NO STEEPER THAN 2H:1V IN MEDIUM DENSE SOILS OR STRUCTURAL FILL PLACED AND COMPACTED AS OUTLINED ABOVE. FOR TEMPORARY CUT SLOPES IN LOOSE MATERIALS OR OVER 10 FEET IN HEIGHT WE RECOMMEND TEMPORARY SLOPES NO STEEPER THAN 2H:1V FOR THE FULL HEIGHT OF THE CUT. TEMPORARY SLOPES OR EXCAVATIONS SHOULD BE BENCHED AS REQUIRED BY SAFETY REGULATIONS IN EFFECT AT THE TIME OF CONSTRUCTION. THESE TEMPORARY SLOPE RECOMMENDATIONS ARE FOR NATIVE SOILS AND FILL MATERIALS; FLATTER SLOPES MAY BE REQUIRED IN WET WEATHER OR IF SOIL CONDITIONS OTHER THAN THOSE PREVIOUSLY DESCRIBED ARE ENCOUNTERED. THE CONTRACTOR SHOULD BE AWARE THAT SLOPE HEIGHT, SLOPE INCLINATION, AND EXCAVATION DEPTHS (INCLUDING UTILITY TRENCH EXCAVATIONS) SHOULD IN NO CASE EXCEED THOSE SPECIFIED IN LOCAL, STATE, OR FEDERAL SAFETY REGULATIONS; E.G., OSHA HEALTH AND SAFETY STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, OR SUCCESSOR REGULATIONS. SUCH REGULATIONS ARE STRICTLY ENFORCED AND, IF NOT FOLLOWED, THE OWNER, THE CONTRACTOR, OR THE EARTHWORK OR UTILITY SUBCONTRACTORS COULD BE LIABLE FOR SUBSTANTIAL PENALTIES. THE CONTRACTOR SHOULD BE MADE RESPONSIBLE FOR THE STABILITY OF ALL EXCAVATIONS AND SLOPES DURING CONSTRUCTION BECAUSE HE IS CONTINUALLY ON SITE AND CAN OBSERVE THE STABILITY OF THE EXPOSED SOILS. IN ADDITION, THE CONTRACTOR SHOULD BE PREPARED TO SHORE ANY UNSTABLE SLOPE AREA AND PROVIDE SHORING AS REQUIRED BY LOCAL, STATE, OR FEDERAL LAWS OR CODES. IN A DISTURBED CONDITION THE SITE SOILS MAY BE EASILY ERODED BY CHANNELIZED WATER OR SHEET FLOW STORM RUNOFF. THEREFORE, IT IS RECOMMENDED THAT ALL SITE PREPARATION AND EXCAVATION WORK BE COMPLETED DURING THE NORMALLY DRIER PORTION OF THE YEAR. DURING PERIODS OF HEAVY RAINFALL, DITCHING SHOULD BE. USED TO DIVERT WATER AWAY FROM STRIPPED AREAS AND VISQUEEN SHOULD BE USED TO COVER THE SLOPES AND SOIL STOCKPILES TO AID IN PREVENTING EXCESSIVE SURFACE EROSION. THIS COVERING ALSO AIDS IN PREVENTING INFILTRATION OF WATER INTO THE UNPROTECTED SOILS. ALL DISTURBED SOIL AREAS AND SLOPES SHOULD BE REPLANTED WITH FAST-GROWING, DEEF-ROOTED GRASS, SHRUBS AND OTHER GROUND COVER AS SOON AFTER FINAL GRADING AS POSSIBLE. IF THE VEGETATION IS NOT FULLY ESTABLISHED PRIOR TO THE ON SET OF WET WEATHER, THE SLOPES SHOULD BE COVERED WITH VISQUEEN TO AID IN PREVENING EXCESSIVE EROSION AND WATER INFILTRATION. 410 �i)-. °cbe, JEFFERSON COUNTY R E�/E I v im' y W `, s DEPARTMENT OF COMMUNITY DEVELOPMENT ,-D' -` 4��,- 621 Sheridan Street • Port Townsend •Washington 98368 SEA 1 z({Q 360/379-4450 • 360/379-4451 Fax 9 11`SHINGp� www.co.jefferson.waus/commdevelopment JEFF ERSON COUNTY OD Master Permit Application MLA: 0'6 -Lk k 9 Project Description (include separate sheets as necessary): ti it, bijo. Iri, .3 al �5,,, -H- 6 vlss L --cant U o i e 31 Oi r s Tax Parcel Number: Q LI 1 Li ® VL QLI Property Size: V a Cir.P (acres/square feet) Site Address an d/orpirections to Property: Property Owner(s)of Record: ( /fc/6i/I /17///� - Telephone: ,Z4.'.. "aZ-- 7O 65 Fax: email:_ Mailing Address: /b 8x --z��FS „ r • 4y7 eci7,3z - , ` i Applicant/Agent(if different from owner): ` 1 Telephone:_ _ . _ Fax: email: Mailing Address: What kind of Permit? (Check each box that applies Budding ❑ Critical Areas Stewardship Plan Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) IlkSingle Family 0 Garage Attached/Detached ❑Conditional Use[C(a),C(d),or C]** Gil'Manufactured Home D Modular 0 Discretionary"D"or Unnamed Use Classification ❑ Commercial* 0 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** D 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)* 0 Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* 0 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: DESIGNATION OF AGENT ItI hereby designate to act as my agent in matters relating to this application for permit(s). • OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application �t review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she wants prior notice. Signature: l/if�e ,�_�/� Date: 7/g- 0„S' The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your \I action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual I}` and non-transferable responsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: ��/ Date: f—/8-oe5 G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc 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 CO TRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: . -A Lt ixA€ 0r1J2 5 (3,0)'3-)q1- rig 1 (360) flgf-Li 17I MAILING ADDRESS: q L.ni L O ` ka:Iry p1a CE ¶k L f( 1� CONTRACTOR'S LICENSE '63 WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: Vfiew V/Wood Existing: D ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: F i,i j� dividual S em ❑ Repair 0 Masonry +'l SEP Permit# 'O12,1 i Demolition ❑ Other: Bedrooms: Water Supply: Existing: L Setback: CI Private well I I Two Party T e of eat: Proposed: p'� ❑ Public J 1 K-(Tr Lr c t ' Total: " — lv�r\ N pie of S stem: fl If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: i Underground Tank i Above ground Tank Size of Propane Tank: i Heat Stove i Cook Stove i Woodstove i Fireplace Insert i Hot Water Tank i Pellet Stove i Other Is this appliance being installed in a Manufactured I 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 Q(] 63`30 i.acl EH Bld App Review: 1 O O 0 C�"l Y Consistenc Review: ' 6D 2nd Floor Heated I J Other Heated Base fee: 1 11 . 15 Mezzanine Additional Section: Heated Basement Plan Check fee: S I • 5/ ' Unheated Basement State Surcharge fee: L .(-5 cj Other Unheated Pot Water Review fee: 95 " Garage/Carport SUBTOTAL � j Icot { ca ' Decks 911/Rd Approach fee: ey_I-D-t-lnq Othe 56, 0 TOTAL: $ 1 Gm d .---) Receipt Number: 1()`,C0 CC-41 Cash/Check Number: STIMATED COST{REQUIRED) Date: Cl i `1 l ,f ,� /Fair arket value of all labor and m vials foundation to finish 1 1 Vi 3 0 00 Initials: i G:\PermitCentcr\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc _.....vv,____---- ____. _ _ 3 N v i 1\\(:),(:)vi , , co ,...., c t©}7y 0 is 12 �'� • • wz � yr 7---- , . g „4 c...1'..." ,Allq--_-.7.4.-" , . .F.,c.--- • H i—. . ‘.\/ ' \\ • 4, 4,, • '�� f I d ,�a"J -�16 Q W ( \ , S...1,\.z. :,\ :/ , / CL W i rl 0 Q 1 , i Q T r Z QZ 1 W / #.' 1,f/f\A tit,iv ridio . f',IA .$ ,i11-- iloki . 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