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HomeMy WebLinkAboutBLD2004-00727 0 BUILDING PERMIT S Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00727 Received Date 11/17/2004 SITE ADDRESS: 101 RIVERDALE DR Issue Date 12/21/2004 QUILCENE, 98376 APPLICANT: ALBERT T AUDETTE JR PHONE: (425) 743-0742 14218 SE 162ND PL RENTON WA 98058-8255 SUBDIVISION: HIDDENDALE TRACTS ADDITION Block: 3 Lot: 7 PARCEL NUMBER: 959400307 Section: 27 Township: 27 N Range: 02 W CONTRACTOR: TOWN & COUNTRY POST & FRAME PHONE: 800-824-9552 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License: TOWNCPF099LT Expires: 6/30/2005 PROJECT DESCRIPTION: NEW DETACHED POLE BUILDING CALL IN FOR THE REQUIRED INSPECTIONS THAT APPLY TO YOUR PROJECT. SETBACKS: 26e- old,0464 S CAP k. St pt-uC o K 4..AF-5 -70'0.s" UFFER: Footing: Foundation: Stormwater FINAL Approval: Underground Plumbing: Underground Insulation: Shear Wall : Framing: '2k i//'/,): Plumbing: Aj' Propane Tank/ Lines: Insulation: Sheetrock: Septic Sytem Final Approval (If not on sewer): Road Approach Final Approval: Zoning Final Approval: Final/Occupancy Approval: (0-30-OS 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. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE SPECIAL CONDITIONS FOR CASE # BLD04-00727 1.) THE ROAD APPROACH PERMIT (RAP04-00296) MUST BE INSPECTED AND FINALLED BY THE JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO THE FINAL INSPECTION/CERTIFICATE OF OCCUPANCY OF THIS RESIDENCE. CONTACT TERRY DUFF AT 360-385-9159 FOR THE ROAD APPROACH INSPECTION. 2.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 3.) 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. 4.) The identified Fish and Wildlife Habitat Area (Type 1 Stream), shall maintain a vegetative buffer setback of 150 feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM)to the proposed pole building. The site plan submitted shows a setback of 208 ft. from the Type 1 Stream (Big Quilcene River). 5.) An additional setback of five (5)feet is required from the edge of the buffer area to the proposed proposed pole building. 6.) A permanent physical separation along the boundary of the buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 7.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100)feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 8.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 9.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 10.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre 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 Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable 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 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 11.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 12.) The building height is not to exceed 35 feet. 13.) Setback from Riverdale Drive right-of-way is no less than 20 ft., side and rear setbacks are no less than 5 ft. If an environmentally sensitive area (ESA) is present, then the more restrictive setback shall apply. 14.) 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. 15.) 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. • 16.) A Medium Stormwater 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. 17.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 IPUILDING PERMIT APPLICATTN MLA04N00647 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00727 Received Date: 11/17/2004 SITE ADDRESS: II,. RIVERDALE DR QUILCENE, 98376 OWNER: ALBERT T AUDETTE JR PHONE: (425) 743-0742 14218 SE 162ND PL RENTON WA 98058-8255 SUBDIVISION: HIDDENDALE TRACTS ADDITION Block: 3 Lot: 7 PARCEL NUMBER: 959400307 Section: 27 Township: 27 N Range: 02 W CONTRACTOR: TOWN & COUNTRY POST & FRAME PHONE: 800-824-9552 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 06/30/2005 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW DETACHED POLE BUILDING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 0 VALUATION 65,280.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2003 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 1,000 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain F&W Landslide Routing Date: 1///c /0./ Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: APPROVED Permit $755.75 KAS 11/17/04 68720 Plan Check $491.24 KAS 11/17/04 68720 DEC Z 1 2004 State Building Code $4.50 KAS 11/17/04 68720 Total: $1,251.49 Jefferson County Planning &Building Department C hQJ \ �- / • Jefferson County of Development Devenent ,-4., ��6 621 Sheridan Street, ownsoml WA 88368 C3601371-4450 ti ►4 ,. � rmt; t A o p' . . ,a O �Q�00n III N , , Building Type: Project Type: Frame Type: O Single Family ) New ❑ Wood `R Garage Attached/ ache�� 0 Addition 0 Steel • O Modular 0 Alteration/Remodel ❑ Concrete O Commercial 0 Repair 0 Masonry O Multi-family/#of Units 0 Demolition XL Other. Ftd Resatm/L. O Industrial ❑ Other: — Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: 0 Sewer ❑ Community System N !4 0 Electricity Proposed: Proposed: 0 Individual System / ❑ Wood e 0 Propane Total: Total: /\ If not sewer,fill out the following: ❑ eat Pump /ti ❑ Conventional ❑ Alternative 0 Other Permit# SEP _ Water Supply: O Private well ❑ Two Party Well❑ Public:Name of water system: t�/A Square Footage: Office Use For Office Use Only Main Floor Consistency Review ":4 r 2 _ 2ND Floor Base fee I55 • IS 3rd Floor Plan Check fee 19 1 . Htd Basement State Surcharge fee "ei• 5 d Unhtd� Basement Subtotal 1 Q. . .69 Garage/Carport 74% U 51 Pot Water Review fee �� Decks 911/Rd Approach fee Commercial TOTAL 144 3. ` Industrial Receipt# v 1�t) Other Cash/Check# C Initials 11 5R4A11 Date _)Estimated Cost: W /!If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ei/ A' ft.Bank Height ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner 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 attomey'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 it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's prop rty Jshre4uestedtructure and shall occur during regular business hours. Signature: 5 Date: I I// 0 i OVER ► G:\PermitCenter\FORMS\BLDG FORMS Application.doc 01/08/2004 r75 r t l ° 4,01 , JEFFERSON COUNTY '� DEPARTMENT OF COMMUNITY DEVELOPMENT j 194 j � 621 Sheridan Street • Port Townsend •Washington 98368 s�:` 360/379-4450 . 360/379-4451 Fax ^� ® COUNTYhttp://www.co.jefferson.wa.us/commdevelopment/ VU STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# O y '0 11 11 7 7 PROJECT/APPLICANT NAME: Au of e--k, 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 of the site. Indicate position and relative size of proposed improvements on the site map. �� F4Pc ��-. ,-�L IPvZI.. 1. 61C WW1 1�d0r - i� O 0 .w Li • Existing Conditions Summary 2. Describe the existing topography. ` i Indicate contours on the site map. ' 3. Describe the existing v etation. Indicate native vegetation areas on the site map. Q . 11 �s Mtn -5 'Q�C' , 0 CVO fZI 14 14,,Ok 4. Describe the existing soils. Indicate soil type on the site map. 4 19C- '-' , 5`_1,`)17 1 l� 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 acreage of each. 6. Describe any excess levels of noise generated by the proposed use or activity: ED STORMWATER PLAN _ • DEC 2 0 2004 stormvaater site plan template—rev.1 Ntl2003 5 JEFFERSON COUNTY SI(itiA"1URG: /0019/7 -1 G 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. / 1V t i47We S or C t i`( a1-.4t, < vr1 3) y-�- 8. Describe the general vicinity of the site,including adjacent land uses and structures, utilities, roads,and sensitive%ritical areas (streams,wetlands,lakes,steep slopes,etc.). �� f / iG �cv,. CL�n iL •=-s`✓ Y' !/UC(a7-CU cr i,tJ7Y za / 3.� f7f 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. 9. 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 land differentiate proposed facilities from existing facilities. /rJtlYrirvvail �,ui) tb✓t t7 r4 - bL ,5t,-S-at h-ovr� � �u y S CViIC-r .'�L4?7✓� va c, htk 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 potential for dispersion of contaminants.] 11. Describe the performance goals and standards applicable to the project., i\o mt .i� -1-c, Le_ �.y r,� ti le) � s?1, t S bIUC-6 S - (it � 7 it✓-e--c- et. i.,rk r rl Ss J 12. Describe the flow control system. N/A 6 stormwater site plan template—rev.10/1/2003 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) l t.�9 / The Construction SWPPP addresses sediment and erosion control during construction. The BMPs ind►cated{by;t le apj�liCanta in'they template that follows must be installed on the ground during all construction phases of the project. Ttie 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 Crlearing Limits. �1 --t1, h Q vvv,( ( C. 1.k.G..t- 6IL rL:try r. A' .J 2. Establish Construction Access. An �j f i /U J_...J 0.L C.E''_. ,c a( rs-e-c,. a o. -,7:c��_v_!j ) CC S I-t o C,ca. v-.�L II-� I t r. + ! J "'� rJ.i� d jj'i v tJt-��� t'"1 ( ►Ji� t9 - �art.^i C��r-�r�vr'^n., '3. Control Flow Rates. 1 / I i ., �i t T(o W 1�' S J 'GAS �'Cl l,-I( 1,�% i i, L.aG. Ct (�.0 LAL-.Li ',,". S t T'C� i i 1 (;4.X. v- sn c.'t v ' jL e i TX-�'O Y-1 t 4. Install�Sediment Controls. ! t /�7 / 14 4Y1t,. . CG1v1 h •7fGt (.Z01 f:✓1 nvrr`1 7,-0 ,h- if ea.- Cp✓tGi e4IT - r � / I r 1 t.,�n�t ✓,..L.L .✓1 <2/. i✓1 ✓L t `l,r'//�� (--t.x./S P_f r 5;r7 -i ( r vi "l -ri/ /4 S 9 ✓1A L,J2S5vr Y `r , A , .'1-L1- als:> r)w r._5 erz?P.2L)_ C Ct•gCti�zo7t t v -VI,- �/ nor ��• 1 C ) 5. Stabilize Soils. 13 k /- 'J 6. Protect Slopes. l�'�I:, C v t / I tt I �t,r 1 c 7. Protect Drain Inlets. 8 storrnwater site plan template-rev.10/1/2003 • 13. Describe the water quality system. C-t.at.n Coo L- (! c k) 14. Describe the conveyance system analysis and design. 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. I GS'�- �o�e brss.. --i Ca >e (c))cis f)� .c... s cti.^. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. L'-4 11 S -2-(" -iv.. r' 17. Describe the proposed surfacing material. 18. Describe methods for restoration of the site. 0, In, b I411 , c b a d:s ti..�e c/ • 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. 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. N /A 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. • 7 storrrnrater site plan template—rev.10✓1/2003 s ' 12 Required Elements-Construction SWPPP(continued) 8. Stabilize Channels and Outlets.t ) j 9. Control Pollutants. 1\ot�+.esti r,✓ .1C i,r 1 S 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). !/ 1 11. Maintain Best Management Practices(BMPs). t q l r �r_;o,:� L�(Ea�- . b. " Ce vy�,�i t C i �' �I d<{ • inrl`F'4, r�i C 11 c ►l� wo c -4-1) Sl . or t>C(.0?i t/C=✓t 3.�titf'l t�+ret`'f 12. Manage the Project. ere:,?VG J �1 '�f�$S 4?• V 1/in 'v i e 't, i S V Y\ 1 H 1. 1 - v✓` 1 I .9 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas,roads). c 1-d g; Dr) i j C s [�7 1011 c LL^a✓'-4! C r'1� 214 be, 'S b:i -L'1"1 rJ t4,/ I'"�C.. V1'x tfi b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yaf ) h +�nevi(A/a, r- j I J y / L ] illr ' pets l✓v� r G i� Ca vl/J /r't' 1- / (fir �',DT (1i4---; r) U 3, Environmentally Sensitive Areas. a. Description ta ite. n of environmentally sensitive ar as that are on or adjacent to the c ti�Ll v1,t f �; r' \YJ (tea.� C.-l' �7.-., � Z(.J�l �.,.. 101 S,fC.�x,e Ci 4-4 (—rr�: Os./49- 110.� r�ti. ��c 5.O<rld L,v- stormwater site plan template—rev.10✓12003 9 b. Description of special requirements for working in or near environmentally jLsensitive areas. ' i` r xiP/-cr ci_v b. , ,-t Y..z r- i, c,Aiei I 1 Sl1r"/ -z<.a+ :7 1-iALA-- -1s. .�.i!0 w1n;�- l t71401 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soil e.g.,erodibility,settleability,permeability,depth,texture,soil structure). , y1 t/I L., '13GI}v '' A+. 5. Construction Phasing. at Construction sequence L / / ) f I f� S -5 �� C T 1f-7'lir r�1 n , roc 1-f r . Y1^- t61 / G,✓t(/ 'i1 4 al- , CO r7C i..r - of in I go b.►`"c b. Construction phasing(if proposed) ZW A-',/A- .6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction sche le. C,., '5 1.2"\-c-170 h s h v v td plc:GIL- r 11 p,r t ,-i< 4.2- . 7;1 s . -R a r- `i S si rr.a-✓-, () II. =Wet Season Construction Activities. a. Proposed wet season construction activities. / 1 Co.-1 '`l h-J c.. T i/t.L,A.1 f 0 C.C> S2 4,,f��'v GI c,,,„•s,)�— b. Proposed wet season construction activities for environmentally sensitive areas. i'J Ip 7. Financial/Ownership Responsibilities. a. Identify thei roperty 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. /1-1- 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. b. Diversions. A//n c. Waterways. d. RunoffiStomiwater Detention Calculations 10 storrmvater site plan template—rev.10'12003 Mi. ----TN" Site Plan 'Town&Country' Suite B•16521 Highway 99•Lynnwood,WA 98037-3161 Please Check After Doing Site Plan: ❑Septic and drainfield LI Lot size Thaw North Arr Everett:(425)258-4171 Puyallup:(253)840-9552 ❑Property dimensions ❑Sewer lines POST FRAME BUILDINGS Administrative Headquarters: (425)743-1555 Ll Elevatione waterof property • ^ ❑Existing buildings ❑Setbacks of proposed&existingbuildings r/\7%`\J _ � FAX: (425)742-4378 Toll Free: 1-800-824-9552 P P 9 L1 Bodies of �— ...of •ERMA BILT Contractor's Lic.k:TOWNCPF099LT ❑Proposed building ❑Main road with name L7 Floorplan ❑Easements Li Access to proposed building ll Slope Quality:Our Future Depends On It.'' �d J2— 0`r s&Contours(5'increments) Job Name: Job Site Address: / `�!✓e/dill(Z Drive ✓Q 95910 0 -7 Leg I D scription: c�tu i T Q e _� jq 9 3 7(, Tax Account#: VV / Hi de,i'J d Q cC S i t 'err 131 K. -3 La } 7 mL.A # mLAny -Q ,t/7 CASE 8L 1D OV- 0072J v v J tr a- V V V V r 9 Qvi IC242 Rivc , - /5o ' 6/d, s,././l_,<<k - 1' 1 t APPROVED v- lik.l' ...- v- I t STORMWATER PLAN APPR 0 VE'i SITE PLAN JEFFERSON COUNTY D EC�„d! 2004 `) /J�` su„,nruKc: .,- U��C���"t JEFFERSON COUNTY DEPT.OF t D ryxfAT1mF.� L// EY ✓ V lai kr I,_.J R V r _.- ....•.._...�. 10k/ti 't ' N �° I Ni Vaal �rl pa rv'oU ` .- N. 3d(o _ o \3 Acuss _ L� c� 30 8 / VacIN 4:N.)_ J� ��� ,!Thou..),,S� �l� S �U t (....A., 1 • -- I Se\c,sh6Ioc k. . `,,rk AA ,, _ f7 IV:.a '�`�Lk�r� s c..� S tom, In. I J i A ys if"7t e#h J ki eA.J A M r1S$ 1 0 7 A . mow, te4 :) y#0 ` 1 � �:��`/ : ' ' JEFFERSON COUNTY DCD DO NOT SIGN INCOMPLETE SITE PLAN! Customer has verified and approved the location of the building,orientation of the building to the North,and verifies that all White-Customer Copy White-Office Copy Yellow-Accounting utilities are shown on this drawing in the correct location. • 7 U CUSTOMER SIGNATURE LEAD# SO y2,_ 2 ©1995 Perma-Bilt Industries FR-34 08/03