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HomeMy WebLinkAboutBLD2012-00142 UILDING PERMIT APPLICA R ?-0009 Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD12-00142 Received Date: 5/3/2012 SITE ADDRESS: 556 COOK AVE EXT PORT TOWNSEND, 98368 OWNER: NEIL M CAVETTE JR PHONE: 360-301-0527 PO BOX 1953 PORT TOWNSEND WA 98368-0067 TIBBALS LAKE PARK SUBDIVISION: Block: 76 Lot: TX 92 PARCEL NUMBER: 999007602 Section: 4 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW DETACHED GARAGE - UNHTD, NO PLMB TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: IWQL\ VALUATION ADD L: HEAT TYPE: UH CODE EDITION: 2009 OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 69000 BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 0 Total: 0 Routing Date: 3-3- 2 Type Amount Paid By: Date: Receipt: Approved/Date Permit $492.25 LYK 05/03/12 131695 Plan Check $319.96 LYK 05/03/12 131695 APPROVED State Building Code $4.50 LYK 05/03/12 131695 AUG 2 Total: $816.71 Jefferson County Planning &Building Department 1,� JEFFER COUNTY 1-3,'" i 0 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend •Washington 98368 4, ,. .* 360/379-4450 • 360/379-4451 Fax � nvcx www.co.jefferson.wa.us/commdevelopment Master Permit Application Pr.'ect Description(include separate sheets as necessary): MLA: _� p ( p l Qs a! g At_ t_ it.i Tax Parcel Number: a . • •• (410 2 Property Size: (acres/square feet) Site Address and/or Directions to Property: I `■- . • Property Owner(s)of Record: w Telephone: IF Fax: Mailing Address: •. �� email: A 4 &'of Applicant/Agent(if different from owner): T� � ` C . Telephone: Mailing Address: Fax: email: What kind of Permit?(Check each box that applies uilding 0 Lot or Road Segregation ❑ De olition Permit ❑Critical Areas Stewardship Plan rngle Family ❑Variance(Minor, Major or Reasonable Economic Use) Y Garage Attached 5 etached 0 Conditional Use[C(a),C(d),or CI** ❑ Manufactured Home 00 Modular . ❑ Commercial* 0 Discretionary"D"or Ur,.II . ❑ Change of Use ❑Special Use(Essentia i¢ s ❑ Address 0 Road Approach 0 Boundary Line Adjust I VU ❑ rne` Business ❑Short Plat** i ❑Cottage Industry D Binding Site Plan** Propane ❑Sign 0 Long Plat** I MAY, - 3 2012 D Allowed"Yes"Use Consistency Analysis 0 Planned Rural Reside i I tvelopment(PRRD)/Amen, = t• ** ' D Stormwater Management ❑Plat Vacation/Alterati. O Site Plan Approval Advance Determination SPAAD 0 Shoreline Master Pro•ram emp , . - mons** ( ) ❑Shoreline Manageme t 8u D Wireless Telecommunication* ❑Shoreline Managemen Yana tPMfM ❑Temporary Use D Forest Practices Act/Release of Six-Year Moratorium 0 Comprehensive Plan/UDC/Land Use District Map Amendment *May require a Pre-Application Conference 0 Tree Vegetation County Shoreline qest Master Program Amendment 0 Tree Vegetation Request Please identify any other local,state or federal permits required for this proposial,if known: • I hereby designate DESIGNATION OF AGENT to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing th is 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 ent • •fferson County and its employees,representatives or agents for the sole purpose of application review and a r>t y required fired l time of the a ft h ossh • , :'s . . ss and rigTi :f entry will be assumed unless the applicant informs the County in writing at the l P��irequ I. ins h: • a. Brio o e. Signature: -- 7 �� ��I Date: / / r/� The action or actions App scant 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 be n 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 c••�.Rance wi • to"-Jeff-•_• and non)can i table y� bi•ili nor:• • tn. • 'oun •- .•ment code.The Applicant acknowledges that he,she or it holds individual Signature: /� a.: com, ying w' •- SA. The Applicant has read this disclaimer and si.n and dates it below. �� ...I�► Date: G:\PetmitCenter\#,t##FORMS###\r)Rn F(IRA,fc\i'.....d..,.,,,.— ,-- ' .. _ter BUILDER STATEMENT The signer of this stateme•. does hereb cert. • t the - - •- Owners of the parcel referenced herein,that they are not licensed contractors and that they win be assumin },esponsib' o •eral ontr-• • O r the proposed project. Signature: Al <. d `—�. t__ Date: — ae - GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New Wood Existing: o Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete , Total: Height: Individual System p O Repair ❑ Masonry SEP Permit#• Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat. Proposed: 0 Public t t.nhf Total: Name of System: a 045 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: 1 Underground Tank 1 Above ground Tank Size of Propane Tank: I Heat Stove I Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Offrce Use tnly Amount Revision, Main Floor Heated EH Bld App Review: 2"°Floor Heated Consistency Review: 4iQ- Base fee: L>JI IZ Other Heated _ Lici2. 25 — — Mezzanine Additional Section: Heated Basement Plan Check fee: Unheated Basement State Surcharge fee: , Other Unheated Pot Water Review fee: Garage/Carport t�� SUBTOTAL �? I ZS i (p Decks 911/Rel-Appreaehgfeer 01,3F12- Other TOTAL: $ 61 10 .T I Receipt Number: i 3((pct Cash/Check Number: 1601 . — STIMAATED COST(REQUIR •) Date: . _ •- • . a•or and materials foundation to finish 0 2 D Initials: G:\PermxtCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc • • C rn H O7 O O7 C3 LL .- O Z LL �. O H O Lf3 H O N CI .. .. CV ` O c, V 4- m — CY] co '7 Z , O 'O — 1.0 Q O O L J N -0 C' 0 = E- LU O O Z +-1 "O H CO O Q •. 7 L L L U I` Q _0 U U U Q Z O 7 O J CL d X � 1 CD I- I- O O O ti m CI) CU O O "O O = O 1 U CO Cr O 'O CO W CO C = . 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'_ .�+",k .rIrr.roe.e .4i#ri ff.f. w/1!'_/ .1...... _ s,Ns. :V.,,'W"....40r.e./ ,..0"' , ° 0•. 0 k, CA o E, C� o� .. „:„. ,.... s,,..._ z d X , - z g v\ c 71 0- x. > ,' t oil ).,0 _ „:„. c,.., ... , , ,--. ..,...., . , , s,-, ,_ , cl .4.1\. .-(1.. .... > 1 -d 'V © s i b` C. iz 7- ° a r .. . z C\1 1 ._. VI CP- C;°. 1 ? '' ''---..---C • t 1 S y _ n T. --0 C --..----i-- - 3� ° cm C/N ° J n u J r o H / � f o o � � a J d J aa — --- I-o cri L • House Roof Downspout / Catch Basin (Yard Drain) ////// Roof flew Downspout 0 • DRY WELL 48Ir ch Diameter Hole Filed with PLAN VIEW 1+ -3"Washed Drain Rod( NTS i R oaf Davnspout g� Mark C ter of Hole House & Overflow with 1"'Capped • «means • Splash Block Topsa7 or�kh Surface flow P ��._�� '��,;•{■��,;• -`fit'FJ ere.aZ .2.1.* Fine Mesh Screen PVC P' fiP `�}~ `�'T. : !' Catch Basin rti '' (lard Drain} 4+ 48Inch Diameter 'S 4?Min Sides of Hole f> Hole FiHedwilh Lined wth t J lit"Washed Filter Norio Drain Rock f 1.9 min min. 1)above Seasonal- DRY WELL H i h Grousxlwater Table SECTION NTS Figure 3.4—Typical Downspout Infiltration Drywell Source: King County February 2005 Volume 111—Hydrologic�Anatysis and Flow Control 3MPs 3-9 • a Setbacks Local governments may require specific setbacks in sites with steep slopes, land slide areas,open water features,springs,wells,and septic tank drain fields. Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the following: 1. All infiltration systems should be at least 10 feet from any structure, property liIIe,or sensitive area(except steep slopes). 2. All infiltration systems must be at least 50 feet from the top of any sensitive area steep slope. This setback may be reduced to 15 feet based on a geotechnical evaluation,but in no instances may it be less than the buffer width. 3. For sites with septic systems,infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. General • 1. Drywell bottoms must be a minimum of 1 foot above seasonal high groundwater level or impermeable soil layers. • 2. If using drywells,each drywell may serve up to 1000 square feet of impervious surface for either medium sands or coarse sands. 3. Typically drywells are 48 inches in diameter(minimum)and have a depth of 5 feet(4 feet of gravel and 1 foot of suitable cover material). 4. Filter fabric(geotextile)must be placed on top of the drain rock and on trench or drywell sides prior to backflling. 5. Spacing between drywells must be a minimum of 4 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25%(4:1). Drywells may not be placed on or above a landslide hazard area or slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist,or engineering geologist,and with jurisdiction approval. 3-10 Volume l/l—Hydrologic Analysis and Flow Control BMPs February 2005 • • BMP C105: Stabilized Construction Entrance Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by vehicles or equipment by constructing a stabilized pad of quarry spalls at entrances to construction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic will be leaving a construction site and traveling on paved roads or other paved areas within 1,000 feet of the site. On large commercial,highway,and road projects,the designer should include enough extra materials in the contract to allow for additional stabilized entrances not shown in the initial Construction SWPPP. It is difficult to determine exactly where access to these projects will take place;additional materials will enable the contractor to install them where needed. Design and • See Figure 4.2 for details.Note:the 100'minimum length of the Installation entrance shall be reduced to the maximum practicable size when the Specifications size or configuration of the site does not allow the full length(100'). • A separation geotextile shall be placed under the spalls to prevent fine sediment from pumping up into the rock pad. The geotextile shall meet the following standards: Grab Tensile Strength(ASTM D4751) 200 psi min. Grab Tensile Elongation(ASTM D4632) 30%max. Mullen Burst Strength(ASTM D3786-80a) 400 psi min. AOS(ASTM D4751) 20-45(U.S. standard sieve size) • Consider early installation of the first lift of asphalt in areas that will paved;this can be used as a stabilized entrance. Also consider the installation of excess concrete crete as a stabilized entrance. During concrete pours,excess concrete is often available for this purpose. • • Hog fuel(wood-based mulch)may be substituted for or combined with spalls in areas that will not be used for permanent roads.Hog quarry penman q sP fuel is generally less effective at stabilizing construction entrances and should be used only at sites where the amount of traffic is very limited. Hog fuel is not recommended for entrance stabilization in urban areas. The effectiveness of hog fuel is highly variable and it generally requires more maintenance than quarry spalls. The inspector may at any time require the use of quarry spalls if the hog fuel is not preventing sediment from being tracked onto pavement or if the hog fuel is being carried onto pavement. Hog fuel is prohibited in permanent roadbeds because organics in the subgrade soils cause degradation of the subgrade support over time. • Fencing(see BMPs C103 and C104)shall be installed as necessary to restrict traffic to the construction entrance. 4..8 Volume ll—Construction Stormwater Pollution Prevention February 2005 • • Whenever possible,the entrance shall be constructed on a firm, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. Maintenance • Quarry spalls(or hog fuel)shall be added if the pad is no longer in Standards accordance with the specifications. • If the entrance is not preventing sediment from being tracked onto pavement,then alternative measures to keep the streets free of sediment shall be used. This may include street sweeping,an increase in the dimensions of the entrance,or the installation of a wheel wash. • Any sediment that is tracked onto pavement shall be removed by shoveling or street sweeping. The sediment collected by sweeping shall be removed or stabilized on site. The pavement shall not be cleaned by washing down the street,except when sweeping is ineffective and there is a threat to public safety. If it is necessary to wash the streets,the construction of a small sump shall be considered. The sediment would then be washed into the sump where it can be controlled. • Any quarry spalls that are loosened from the pad,which end up on the roadway shall be removed immediately. • If vehicles are entering or exiting the site at points other than the construction entrance(s),fencing(see BMPs C103 and C104)shall be installed to control traffic. • Upon project completion and site stabilization,all construction accesses intended as permanent access for maintenance shall be permanently stabilized. Driveway shall meet th requirsmsnm at t e Pemdtlin0 eWncY It Is recommended that the entrance be crowned so that runoff A drains of the pad 014'11411 es 4'1 Install driveway culvert a.: If there is a roadside tNs ditch present ;t•+; 4'-r quarry spells 12'min.t isiahss.� 4 rev Provide full width of Ingots/egress area Figure 4.2—Stabilized Construction Entrance February 2005 Volume 11—Construction Stonnwater Pollution Prevention 4-9 "11.11$ lai .. .../ I: ,,../ e....i I* --4, - ' ,/,/ / 0 / / / , • tv IP' ....., .. . . . .., • ....... .. ............. . . ----\ . .,.. ,„ _7. _...,.." / CI . / . ...."...."' '`,* ." "."''.... 1• . .1 ,.....„,.........."014.. S3 . . "fr ' ' AIINIII - : 2..., . .• \\4ts\\\ , f • • .‹. ,..,.. . . , . . ...,1„. t . N ,...,, .•A.....;....* \ 1 .. ,... . , , ,..„. C.S , I N, . . .. . , . , ., ..... \.. 0 , . . . 4 \ % I . \ A NICA ".`s . ..... ' 4. . • . .0 i • \''. , ...,„ '.t....i. . Air . 1.r•-• -... "•••°' "!'"- ,„ "---. . . '' 4. '4. 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Jefferson Coun ty Building Division Permit Number: BLD12-00142 Applicant: CAVETTE JR BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2009 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks Minimum setback from Cook Avenue Extension right-of-way and any .private ingress/egret,easement rights of ways shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. Erosion Control SEE CONDITION 2 Foundation Footing Footing Drains Foundation Stem Wall Straps(hold downs) Ext.Shear Wall Nailing Rough-in Plumbing Framing Insulation:Walls Insulation:Floors Insulation:Ceiling Wallboard Nailing Mechanical Systems Duct Test Cert Blower Airtight Test Smoke&CO2 Drywell/Alt Drainage SEE CONDITION 1 Address Posted FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD12-00142 Received Date: 5/3/2012 SITE ADDRESS: 556 COOK AVE EXT Issue Date 8/29/2012 PORT TOWNSEND, 98368 Expiration Date 8/29/2013 OWNER: NEIL M CAVETTE JR PHONE: 360-301-0527 PO BOX 1953 PORT TOWNSEND WA 98368-0067 TIBBALS LAKE PARK SUBDIVISION: Block: 76 Lot: TX 92 PARCEL NUMBER: 999007602 Section: 4 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW DETACHED GARAGE - UNHTD, NO PLMB TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION MAIN: 1,664 CODE EDITION: 2009 ADD'L: HEAT TYPE: UH OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT - WATER SYSTEM: 69000 Type • Amount Paid By: Date: Receipt_ BEDROOMS: BATHROOMS: Permit $492.25 LYK 05/03/12 131695 Exist: 0 Exist: 0 Plan Check $319.96 LYK 05/03/12 131695 Prop: 0 Prop: 0 State Building Code $4.50 LYK 05/03/12 131695 Total: 0 Total: 0 Total: $816.71 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 7 am the day 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 • CONDITIONS for Building Permit# :BLD12-00142 1.) 2005 DOE STORMWATER MANUAL DRYWELL DESIGN CRITERIA ALL INFILTRATION SYSTEMS SHOULD BEAT LEAST 10 FEET FROM ANY STRUCTURE, PROPERTY LINE, OR SENSITIVE AREA. FOR SITE WITH SEPTIC SYSTEMS, INFILTRATION SYSTEMS MUST BE DOWNGRADIENT OF THE DRAINFIELD UNLESS THE SITE TOPOGRAPHY CLEARLY PROHIBITS SUBSURFACE FLOWS FROM INTERSECTING THE DRAINFIELD. DRYWELL BOTTOMS MUST BE A MINIMUM OF 1 FOOT ABOVE SEASONAL HIGH GROUNDWATER LEVEL OR IMPERMEABLE SOIL LAYERS. EACH DRYWELL MAY SERVE UP TO 1000 SQUARE FEET OF IMPERVIOUS SURFACE FOR EITHER MEDIUM SANDS OR COURSE SANDS. TYPICALLY DRYWELLS ARE 48 INCHES IN DIAMETER (MINIMUM)AND HAVE A DEPTH OF 5 FEET(4 FEET OF GRAVEL AND 1 FOOT OF SUITABLE COVER MATERIAL). FILTER FABRIC (GEOTEXTILE) MUST BE PLACED ON TOP OF THE DRAIN ROCK AND ON TRENCH OR DRYWELL SIDES PRIOR TO BACKFILLING. SPACING BETWEEN DRYWELLS MUST BE A MINIMUM OF 4 FEET. 2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 3.) SEPTIC SYSTEM COMPONENT SETBACKS TO STORMWATER MANAGEMENT FACILITIES- Any stormwater component: dry well, infiltration trench/pond, foundation drains, or any other source of water that is upgradient(above) or on the same contour MUST be setback a minimum of 10' from any septic system dispersal area (drainfield) and 5'from any septic tanks. Any stormwater component: dry well, infiltration trench/pond, foundation drains, or any other source of water that is downgradient or lower MUST be setback a minimum of 30' from any septic system dispersal area (drainfield) and 5'from any septic tanks. Surface drainage, roof run-off, splash blocks, etc. must be directed away from ALL septic components. 4.) No plumbing has been reviewed or a pp roved for this project by Jefferson County Public Health. Additional requirements may apply if plumbing is proposed. 5.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 6.) A Stormwater Site Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 7.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 8.) 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. 9.) 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. 10.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 11.) Minimum setback from Cook Avenue Extension right-of-way and any private ingress/egress easement rights-of-ways shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 12.) The building height is not to exceed 35 feet. 13.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. \\tirfamark\rfafa\fnrmc\F RI f) Permit Rhin rnf R/7Q/7O17 �-4 .......... /� RR02.:t0.:L Truss design arCIWWiQS- Trv-ss desi,3vL- L 0wLv-o& ShOILL be PYDVid0 With sKpvjtevt of trusses avid n4.Lcst be ova site for frcivv,iwo iwspectLon. 00p— rLAt4 3 2-- G -e,- e, -, D s Pk 6'A --r'(4, t hJ 6-- �/ 0 4 's a L( it U /z, ov yo, 69vj?-) c- A 41 I i D o vi 5" V5 7"G, / 4T) Q6 5^ 2, z 0.c,", skearwolLL 1 61ML Lvkspertkvus pav"CLS, ALtErvuRte graced PGIMLS terior graced wnLL PciveLs are to be !oted a vJ approved prior to cover. FOUNDATION INSPECTION L-1 NG-5 MLUSTSE MARKED Sy q5S TO VERIF SETBACKS. Fy UN&S ARE NOT MAP-V-&T> A -ION FEE MA'f B-5 REQ1,URED :L-tP-TH6F- INSPECTION. 3 5( t6 Af 14 c, t F-- A-r k 0 F4 JEFi-ERZCN COUNTY DCD BUILDING PLAN REVIEW 0 APPROVED AS SUBMITTED APPROVED AS NOTED El REJECTED Date zat-(?--Reviewer-Lt—i pia -,nn RV, ant, All y{, 0 el� pomI 2(41(,jG),,3 So n- 5,3 (1 () s 0•c , cib At(Q �-Av 3" AW W-w --to 6;A-fL�-o-+ G, 45A AIA-lct-A. W/ 0 /z`x(o W f A e jz - ( WALE I F-, F5- 0 FE 0 W [E 1.1-0 J U L 2 C, 2012 JEFFERSON COUNTY . COVINIUNITY DEVELOPMENT At C) rJ c- - 410 VJ(AJAA 2 WCALE "PROVED syt PATE ri t MWQ NUMBER