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HomeMy WebLinkAboutBLD2009-00417 IRUILDING PERMIT APPLICA• Review N BL T Ty 417 ype: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD09-00417 Received Date: 12/22/2009 SITE ADDRESS: 263 MUMBY RD NORDLAND, 98358 OWNER: JEROME E GOETZ PHONE: 360-385-0275 SHIRLEY GOETZ 263 MUMBY RD NORDLAND WA 983589643 MUELLER SHORT PLAT SUBDIVISION: Block: Lot 2 PARCEL NUMBER: 021203009 Section: 20 Township: 30 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW DETACHED GARAGE NO PLUMBING NO HEAT TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 15,005.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2006 HEAT BASE: HEAT TYPE OCCUPANCY: UNHEATED: # OF STORIES: 1 OCCUPANCY: OTHER: CONST TYPE: GARAGE: 576 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PUD BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: 0 Total: 0 Routing Date: ' Type Amount Paid By: Date: Receipt: Approved/Date Permit $265.25 RAC 12/22/09 113517 APPROVED Plan Check $172.41 RAC 12/22/09 113517 State Building Code $4.50 RAC 12/22/09 113517 FEB c2E 201U Total: $442.16 Jefferson County Planning & Building Department 1 Jefferson County Building Div• n Permit Numb BLD09-00417 Applicant. GOETZ BUILDING PERMIT INSPECTION APPROVALS \pplicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks a Minimum setback from Mumby Road right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Setback from top of break to garage is depicted as 130 feet. Erosion Control SEE CONDITION 2 Post Holes Foundation Footing 7(2--t\t� y` Footing Drains;A.I.V� P" A Foundation Stem Wall Underground Plumbing Straps(hold downs) Ext. Shear Wall Nailing U (r 2_, Rough-in Plumbing Framing Blocking Wallboard Nailing Drywell/Alt Drainage SEE CONDITION I FOR SPLASHBLOCKS Address Posted r FINAL INSPECTION t' W /44 7 FINAL INNSP .CTION M BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR CONDITIONS for Building Permit# :BLD0910417 • 1.) DESIGN CRITERIA FOR SPLASHBLOCKS: A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS. A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. A SPLASHBLOCK OR A PAD OF CRUSHED ROCK (2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS. 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.) 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. 4.) 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. 5.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 6.) Not more than 2 unlicensed vehicle- all be stored on any lot unless totally scr d from view of neighboring dwellings rights-of-way. Such screening shall mee 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. 7.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 8.) The building height is not to exceed 35 feet. 9.) Minimum setback from Mumby Road right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback as depicted on the site plan, from top of break to garage is 130 feet. Minimum setback from top of shoreline bank is as follows: The standard setback for residential structures, including common appurtenant structures such as garages and workshops, shall be thirty (30) feet or one (1) foot for each foot of bank height, whichever is greater. This setback shall be measured from the bank's edge when the bank's height exceeds 10 feet. When the bank's height is less than 10 feet, the setback shall be measured from the ordinary high water mark. The setback shall not exceed 100 feet. 10.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 11.) Lighting fixtures shall be designed and hooded to prevent the light source'from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 12.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. °N c • • woio O JEFFERSON COUNTY W4 ' DEPARTMENT OF COMMUNITY DEVELOPMENT I, ` ,4 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • k0� www.co.jefferson.wa.us/commdevelo360/379-4451Faxpment Master Permit Application MLA: d - LA. ( / Project Description(include sep rate sheets as neccessary): c/l at4 a c h 7-a,,, Ca.„-- (-7 zx r~a-5 t'i Tax Parcel Number: 0 R I a( Property Size: (acres/square feet) Site Address and/or Directions to Property: '3 i\/�yin 1�d, o rc I a R.4, ,A 96 3 3`13 Property Owner(s)of ecord: Ire r a,i ta Ej Sit/ ry A. Gt.,t> tZ Telephone: 361a 3�;` D�7S` Fax: email.>),�rin h Jjc'rYy' Div/<4.4,vAli Mailing Address: �, octal, Nn r4I a kd/ lily 9 9,3s , Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: W at kind of Permit?(Check each box that applies 4 ❑Lot or Road Segregation ullding 0 Critical Areas Stewardship Plan Demolition Permit 0 Variance(Minor, Major or Reasonable Economic Use) 0 Single Family tia Garage Attached/petaclat . 0 Conditional Use[C(a),C(d),or C]** 0 Manufactured Home .0 Modular 0 Discretionary"D"or Unnamed Use Classification 0 Commercial* 0 Special Use(Essential Public Facilities)** 0 Change of Use 0 Boundary Line Adjustment 0 Address 0 Road Approach ❑Short Plat** ❑ Home Business 0 Cottage Industry ❑Binding Site Plan** ❑ Propane 0 Long Plat** ❑Sign - 0 Planned Rural Residential Development(PRRD)/Amendments** . ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** ❑ Stormwater Management 0 Shoreline Master Program Exemption/Permit Revisions** ❑ Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development'" ❑Temporary Use 0 Shoreline Management Variance ❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium 0 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 I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and ayfTh14Nred later inspections. Staffs .. - s and 'ght of entry will be assumed unless the applicant informs the County in writing at the time of the pplicati that he or she wan rior n,T Signature: .?�.d�fi�,�� Date:.��—�� �(? IP The action or ions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endanger d pecies 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 i ued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)evenif yo are in compliance with the Jefferson Unty devel pment code.The Applicant acknowledges that he,she or it holds individual and non-transferable responsibility for adheri to and co - g with e ESA. The Applicant has read this discla' a and a dil n ates it below. Signature r' Date://— 3'0._ c_= ,_.,T1 .._,./-.__ __\J.N4.Ur(ln 1 IO4441J1\iln T r/,n 1•c. r ..--.,•--... t.. . _ __ ^^ . r 0 BUILDER STATEMENT , The signer of tl. tatement does hereby certify t hey are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will "'assuming the responsibility of the G ontra r for the proposed project Signature: Date: / © -,22 a® t ,.,r, FAX: GENERA,I. OR MANUFACTURED HOME INSTALLER: PHONE: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS -- NUMBER NUMBER --'7 NUMBER: ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: SO New Iil Wood Existing: ❑ Sewer O Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: 0 Height:20i dividual Sy m ❑ Repair CI5( Masonry SEP Permit# - 10 5 ❑ Other: Bedrooms: Water Supply: O Demolition Existing: Setback: . Private well ❑ Two Party Proposed: Public Type of Heat: Total: Q _.. 0 ' 'Name of System: • If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food'Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: Underground Tank 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/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,ellproperty lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area .Y h rl} yy ( K Square Footage _ Current Proposed �:�#�����'�:`�� .-. .��• '`.,. Main Floor Heated \- EH BId App Review: -13•( () —elFloor Heated Consistency Review: () Other Heated Base fee: 2 koD ,2S Mezzanine do Q , k t t �� •60 Plan eck fee: Heated Basement . w "l 2 ,4 I Unheated Basement State Surcharge fee: q.L30 Other Unheated , Pot Water Review fee: Garage/Carport SUBTOTAL ' 911/Rd Approach fee: Decks — — • w ti: Other §l TOTAL: $ t I p.r;r Receipt Number: //.3��_ 17 , Cash/Check Number: h ESTIMATED COST(REQUIRED) Date: .Fair market value of all labor and materials foundation to finish Initials: �� i_i _DOD, DQ G:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Pemut Application 5-29-08.doc • • !iI.) ( '( C i , .I .'.r l , 1 11 c�'�, � (.'4.--",,s0N 1 , 6„. JEFFERSON COUNTY ti „ DEPARTMENT OF COMMUNITY DEVELOPMENT �" ' 4.J j� , . 621 Sheridan Street • Port Townsend • Washington 98368 r,• „�t � q NG20 360/379 4450 . 360/379 4451 Fax j L C . 11 C(I!#�"�!�/ HU http://www.co.jefferson.wa.us/commdevelopment/ lJ L fJ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# PROJECT/APPLICANT NAME: cre_rome/ 0 e..-'6Z 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 fh41)-4.(4•00.a I_iiilN1Y M. >t . 1. Describe the roposed developed conditions of the site.(Indicate position and relative size of proposed improvements on the site map. o 4StriA et. e2e/ Y 2'/' GGt C,[' -" .l�6s e)(litih9 6 S j3 oof ra�ye- Vra_ 3'u ea's oh e-ac Fi ie, ChPr� f Sou �- i!n4-O Lt/ D0dCet a..r 64.5 OPkl I.i. �i7 I(_/ C e4c) a' fat,aye_ s d WI/l1i It Go. 441 .54) Existing Conditions Summary 2. Describe the existing,topography. Indicate contours on the site ma . 51 i51d /o®b� 0-6,14-1_ �s wes t , t„l ens f e 4At t rc aQ ' s e se `d bailie ,v ttlt'sLet I2l rla b� Gt_t ioSt . ro prl i S l4r deli_ tnr t'f 1 S a�o( u L•t c r b rtr sit . 3. Describe the existing vegetated. Indicate native vegetation areas on the site map. fr-) Cel - Trees . E 2 45ive c ti IaI J-- L.I t c le, berry 4 {erns 4. Describe the existing soils. Indicate soil type on the site map. shy 12/0- 5. Describe the existing site hydrology (i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate 1 existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if 1 ap livable, and indicate acreage of each. II / leuS YAirtu S t, 'DvC-r A? au/< �si �ack . APPROVED 6. Describe any excess levels of noise generated by the proposed use or activity: STORMWATER PLAN x av r1� Le- — ._e d j Dctv,v� tz&� ( cr e rC Co.,,,,,y`e s r F E B 2 2 2010 j Stormwat r P' ,j JEFFERSO Pt5N Y Require DEPT.OF C YIDF.VEI` P 1FNT SIGNATUR stormwater site plan template—rev.10/21/2008 5 • • , , 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, stee sl�o[pes, etc.) o�ngthe site. Indite location on the site map. s r7 ' / VV o 1- iS 6rf ve 1 V_1 o r o "e w_ - �j- ✓ C/ /.t tr ccS .p flu •y t,..�� � , g_i_ ,e.� s� t, ip ►„/P,�- L✓'P s� ; ,�.y�;. 8. Describe th general vici ity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas (streams,wetlands, lakes,step slopes,etc.). e �/ 1 a5-Aly , aW dO/s ! islc' 40tf e crIJt c - 4-a n ew e- uv I [i cJ/i.5Ji rAG� r i V eei.v";•1- / D t� .5z)t J- es' S/�Je. o f Qetr^oge. _ C1eG--tre I S killer/ fro 1 �'.2z tor- QKaye. 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 site plan and differentiate proposed faciliti s from existing facilities. Roof r't t o � rt h ro a1 L IA/60 3 I- atilerb►^cts h I. l( b-e a b5 a r me br ve1e a 1 •-- 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for"large"projects or projects that involve the pote ial for ispersio of contaminants.] r0�' f ►=t o 0 { rea .t.ei/1 b d sc d- ' & y /2er 1,1 11. Describe the pe fooAmance goals and standards applicable to the project. N t l't 07f' fro 00f- i 1.5 Y►¢ exleLtP� ,cJ ii4 QC ,S Q,et Ad face b ezzei, 12. Describe the wogtrol �em.� •Jer � � ,t�1, � c � u� w //i CD1 kec%1` dis- egwf, sk,,,, 1, ttrly a eArk/I f ,,e-1 ,-{, } IL s 'S s i � -". ! J, ` stormWate1�jit'elan temli�t9-rev.1 0/21 02 908 ` ' • 6 . . . 0 13. Describe the water quality system. J AID L}�t? ,,ivI a/der A c,4 /r` 14. Describe the conveyance ystem analysis and design, r t)_rud do id bar Ld t6t w/ es7 5a y ej ' ' cod- h Yid ./c Ii � IX .-4- D e-41'1,-, Et9 ok _i is d 44"` 'V c -7- �D aZA d f Y!Btiti 1 GZrr2 f" 15. Describe the source of fill mate al, hysical cha acteristics of fill material and deposition of excess material. We' n�l4 `It 101 er-tO )1c�/t1, 16. Proposed methods of placement and compaction consistent with the applicabler standards on Appendix Chapter 33 of the Uniform Building G Code. t� zo�,rS T�t ,5-6.I� f l ,„, ,....._oy a/rI z.sifs-`, 17. Describe the propo ed surface gxaterial. 0 C-o vtc.ree SL /114 4_t g a ray to _a vfX c 0 (446i 4ti s ci-- -0 lock AA 4S asp 14` 18. Describe ethods for restoration of the aslte. AIa ki- r&g Pow-7 of- 5alai) c-D tl f 1 AWrbl tr ,5 ) ,'y � u.h ct. .i, o t , f re--et Ss, 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals here. A/41- 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. No ri�o rF 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. it/ /A stormwater site plan template—rev.10/21/2008 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 Volume II Section 3.2.3 of the Manual (beginning on page 3-7). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. 2. Estabysh Construction Access. R wait' al rcacl/ s'S 3. Control Flow Rates. ,r _/ PrEylos rad ily 5 u., 4 uve6 ��. �Ira.c� n r 5 r'it- Pe e-, L .- ; ���1� © r(Az ,' 4. Install Sediment Control is. S' rr, , E a.4 5. Stabilize Soils. ..SC a f11 ..e - 571,r7otous., t ! eeh 6. Protect Slopes. N/A 7. Protect Drain Inlets. rus-ti fc ,ter- -fab r,'c stormwater site plan template—rev.10/21/2008 8 0 • 12 Required Elements—Construction SWPPP(continued) 8. /Stabilize Channels and Outlets. / r } 0 /l Q 9. Control Pollu nts. 110. Control D Watering (the act of pum in g oundwater or stormwater away from anactive construction site). SGYltw ea. MS",S", 1-r I I eet- y r u ii Q ArA r e 7 cd 57rucli e^ 11. Maintain Best Management Practices(BMPs))` /) X pl e¢- - ( jr-Yt r'Cca-0-t iM I J( be )91-2 CO_'4.t`ji�Q f oA ,L--5,,t ervtsr� b ep wv/6,r, 12. Manage the Project. ljtit/kle r )1e$-PA,cj a/( - it-ratr , 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). We. . 1r've AAash cc Love_ Kt `i'su f Ha.�QY b 1 aGh %t A01a [t_ bP'_ 1 v ]elttt t UV"hi c4- o f b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yarqs). r, fl 1P) i&- ! _Ss S pe cif 4:17,_ PY'fcrptav-e- I'S iyl is rs GA_ ki ra r l-r,v Id-Lo hvt g S ✓t' Yit /Al,,,-er 4 i 1 Y A 11 h, '�._ 2I /?ril.ice..,- by ex. eii i iv e ii,-? r ve_ 3. Environdentally Sensitive Areas. a. Description of en�yiron ntally sensitive areas that are on or adjacent to the site. )-l" Jtsu7 f�1a.r Di stormwater site plan template—rev.10/21/2008 9 • • b. Description of ecial requirements for working in or near environ entally sensitive areas. � 1 /LG! h� f '.P _ ��J S l / GC !�J'! ��Q h S�l^ /rd'h. . /4 r/ Id 0 1/ l e t r r..�,` 6' u/ , / J e e - e /f b$ t p4 - 4) "I 5' Yer' , 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibili settleability, permeability,depth,texture, soil tructure). 1 �LILp ne, - reAeGw -- S rra w B, (IPS Ai 5: T c el_5 4- p re.c et tty fe fri 1 5. Construction Phasing. a. Constructio . equence w' }`ea : A e"A :... r. _ b. Constructio phas g(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a eroposed construction scheppdi�ule. � iCr ti A P '" r,�/,yy,�.F iq.. 11/t, iit k y * 1.,vr c . -t*€�"`� '6-_r B kt I -is. NA ex f tv 14'1 . LAI -.__ •1.� e 4 414(4-- a L..�'. i v.l �`t/' II. Wet Season Construction Activities. a. Proposed wet season construction activities. Ato PI e b. Proposed wet season construction activities for environmentally sensitive areas. ► fi,Iseve, 7. Financial/Ownership Responsibilities. a. Identify the/ owner responsible for the initiation of bonds and/or other financial securities. l'Y At b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts.�s/ 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. / ( a. Sediment Ponds/Traps. �¢ b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template—rev.10/21/2008 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 affected property. (LAND ER OR AUTHORIZED REPRESS ATIVE SI ATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template—rev.10/21/2008 12 I+ 0 2 I+ N 0 o X X V x - A- O (D (D C =• 4 co O O C� m x ,. d W (D (nO7� 'Ti er, 3 = ' m 13 oc, m A. Co � 3 i � o A / 44' co i N 4 ..`,,-m a. .a (.0• cn .‘ r\ , 7ii-tat • (D a 4 X / I+ .: _ o x a • cn in0 O �cp/ o • -a m o .< I+ o d E. • O O a �1~`\ Q° I+ CDD U . 4 a • U o0a / • H ll��r� . ll 0 1 4 l L1, G• 4 • A a b A / A D 4 f. n T b. I 4• ° `. t •x 1 { . t. X O ^► S O - n 32 " CD a N ' 7IX'S N.l (D <co °r 16, N g y 0 o +�- 0 • o c a a n L co• • a co o • • • CD CI o N N N O i • alO I I+ aD O N OCA pD0- a b w a) iN. . • • CA lit o • U , a4' I+N ril Cu 0. N `'d C x 44 a t CD CD N'.G i . . 73 Cr) 1) • r • Q TR i., O 0 c NN � 11,10 Lc. co 1 — r I'-z� ► � (A tk 4 G) rn O (D Co W (D !. v � -.. OpOj N (n Ul N f b ..+ j/- ....4. hi cp N ! 13 � o a• coax � 0 a ,: "", _ (� y m � cn o as a o�oo � o � � o •r. Z N Cn O 00 (D ON (D 0 f= ~ cn D �\ yR04O / CO m \ .g 24'-0" 3G" X 48" CONCRETE LANDING - 24-0" ALTERNATE FOUNDATION SHOWN IN THI5 CORNER 15 MONOLITHIC -POURED, THICKENED -EDGE SLAB/ FOOTING. VERIFY IF IT 15 A LOCALLY ACCEPTABLE I OPTION, SEE DETAIL FOUNDATION SHOWN IS 4 STEMWALL ON FOOTING NOTE: PROVIDE 112" DIA. X 4" CONCRETE SLAB 10" ANCHOR BOLTS Wl �—ON GRADE W1 G X G - 7" EMBEDMENT @ MAX. 1 W 1.4 X 1.4 -SLOPE G FT. O,C. SPACING AND A5 REQUIRED It A5 MIN. 1 2" FROM WALL APPLICABLE ENDS AND CORNERS LINE5 OF CONTINUOUS CONCRETE FOUNDATION BELOW - SEE DETAIL 4 EMBEDDED HOLDDOWN5 4 REQUIRED, 5EE ALTERNATE 5 BRACED WALL PANEL DETAIL 3'-10 1 /2" I G-3" 3'-10 1 /2" ROUGH OPENING FOUNDATION PLAN SCALE:1/4" -1'-0" I I z U 3 O p O w du u O \ � 3 \ v �i N z Lo / \ 4 RIDGEVENT m DETAIL o�c i I ROOF FRAMING PLAN 4 SCALE-1/4" = V-0" O N BRACED WALL5 A5 PER IBC 2308.9.3 E 9.3. 1. IRC 2320.1 1.3 AND CABO G02.9 A5 APPLICABLE FOR LOCAL CODES (SHOWN: -------- EXTERIOR BRACED WALL5 (MIN. 45") NAIL SIDING PANELS OR SHEATHING W/ 8d @ G" o.c., EDGES AND @ 1 2" O.C., FIELD AND BLOCK AT hCPIZ. PANEL JOINTS. PROVIDE ALTERNATE BRACED WALL PANELS A5 INDICATT NOTE: FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING OR CENTERLINE OF BEARING, TYP, A5 SHOWN - NOTE: DOOR AND WINDOW HEADERS 5HALL BE 2- 2 X G UNLESS OTHERWISE NOTED NOTE: FOUNDATION PLAN DIMENSIONS ARE TO FACE OF CONCRETE OR CENTERLINE OF BEARING, A5 SHOWN SLAB EDGE THICKENED TO 8" WITH #4 REINF.. 5EE DETAIL 7 NOTE: FOR CLOSED CEILING - MIN. 20" X 30" ATTIC ACCESS OPENING W1 G.W.B. REMOVEABLE PANEL, LOCATE W/ 30" VERTICAL CLEARANCE ABOVE VENTED BLOCKING W/ SCREEN SEE TYPICAL WALL SECTION 4 @ EAVE NOTE: ARROW LINE INDICATES EXTENT OF SPANNING MEMBERS, NOT THE = DIRECTION OF SPAN t NOTE: ALL CONNECTORS v SPECIFIED SHALL K BE 51MP50N STRONG- - TIE OR EQUAL 2 X 4 FLAT LOOKOUTS, LET -IN @ END TPU55 (OPTIONAL: USE REDUCED HEIGHT END TRUSSES) LINE OF ROOF OVERHANG ABOVE I � D I - _ -- ALTERNATE DOOR LOCATIONS J I -- 2 X 4 FRAMED WALL5, TYP. (WINDOWS OPTIONAL) NOTE: 5EE EXTERIOR ELEVATIONS FOR SIZES AND FUNCTION 30G5 DOOR ALTERNATE ROOF SLOPE 5HALL BE: i� 'GARAGE i (CONCRETE LAB FLOOR LINE5OfOPEN ___________ DODR ABOVE — - I I 3 1 /2 x I 1 114 LVL HEADER I G' W. X 7' H. ARAGE DOOR C/L FLOOR PLAN SCALE:1/4" -1'-0" 12 ---------------�— - \ i I �I i rl �I a� uI GRADE Lu w p N O 0 v CONSTRUCT A5 12'-0" ALTERNATE BRACED WALL PANEL" - SEE DETAIL LEGEND 5 SWITCH LOCATION CEILING MOUNTED LIGHT FIXTURE $ 110 VOLT DUPLEX OUTLET EXTERIOR WALL-MTD. LIGHT FIXTURE ELECTRIC PANEL OR SUB -PANEL LOCATION, INSTALL PER LOCAL CODE5 " 11 11`D TRUSS II Lu Q 3 / CONCRETE SLAB FLOOR 1 �( I CONCRETE FOUNDATION CROSS-SECTION SCALE:1/4" =1'-0" SEE TYPICAL WALL SECTION NOTE: FOOTING/STEMWALL FOUNDATION SHOWN. FOR ALTERNATIVE THICKENED -EDGE FOUNDATION 5EE DETAIL LTH <E: V U z FA ��pp uT7 FO b 0 m d M Ci z z m CZ7 o 0 m �- d p, a0z OvS a w0 OU Ln SHEET 2 OF 7