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HomeMy WebLinkAboutBLD2001-00443 BUILDING PERMIT x . • Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD01-00443 SITE ADDRESS: 665 OLYMPIC RIDGE DR Issue Date 08/ 9/2 Received Date 08/29/200 PORT LUDLOW, 98365 01 APPLICANT: Expiration Date 08/29/2002 MICHAEL H CABLE MARIE E CABLE PHONE (360)697-1650 25297 BIG VALLEY RD NE POULSBO WA 983709123 SUBDIVISION: OLYMPIC RIDGE ESTATES PARCEL NUMBER: 821355053 Section: 35 Township: 28 NBIock:Range: 01 E t 17 CONTRACTOR: ZINGHEIM CONSTRUCTION 6281 OAK BAY RD PHONE: (360)437-275 PORT LUDLOW WA 98365 Contractor's License: ZINGHC*032KB Expires: 04/23/2002 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: [ ] Setbacks (Shore li '= etbacks): ��'' . ( ] FootinsK aiAr k` _ r� !;f�r► ' •-z [ ] Foundation: „o �`.� fro- 6:- t . £ -2.11- CID [ Underground Plumbing/Undergroun Insulation: 6771/6• c c.0- [ ] Shear Wail: ( ] Framing/Plumbing: 'JN13 s- ° mi.)C lJ o bp 7 7 I [ ] Propane Tank/Lines: /q of [ ] Insulation: [ ] Sheetrock: G ( ] Final/Occupancy Approval: AP HEALTH DEPARTMENT 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 INSPE Office Hours 9:00 a.m. -4:30 p.m. SPECIAL CONDITIONS APPLY - SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY 11 • • • MLA01-00417 UILDlNG PERMIT APPLICATION Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD01-00443 Received Date: 8/3/2001 SITE ADDRESS: OLYMPIC RIDGE k6,0C) PORT LUDLOW, 98365 OWNER: MICHAEL H CABLE PHONE: (360)697-1650 MARIE E CABLE 25297 BIG VALLEY RD NE POULSBO WA 983709123 SUBDIVISION: OLYMPIC RIDGE ESTATES Block: Lot: 17 PARCEL NUMBER: 821355053 Section: 35 Township: 28 N Range: 01 E CONTRACTOR: ZINGHEIM CONSTRUCTION PHONE: (360)437-2754 6281 OAK BAY RD PORT LUDLOW WA 98365 Contractor's License ZINGHC*032KB Expires 04/23/2002 REPRESENTATIVE(S): PROJECT DESCRIPTIO SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUAR OTAGE: 4-DO TYPE OF IMP NEW MAIN: 824 '�/5 VALUATION 202,339.00 , 1 �'" i "�'ADD'L: l T$s 8 AC7 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: . HEAT TYPE: RAD OCCUPANCY: R-3 � UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: �B 936 SHORELINE: CONST TYPE: GARAGE °} SETBACK: DES K: ' `� f,8� 178 BANK HEIGHT: SEWAGE DISPOSAL: OSS i `h WATER SYSTEM: PUBLIC -f PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: �I 4� STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 3 Seismic Streams Total: 2 Total: 3 Flood Way Floodplain Routing Date: / F&W Landslide 8/W /0j Shoreline Aquifer / gef- Forest: Commercial Rural Proximity plat Conditions Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,570.55 MAM 08/03/01 30027 Plan Check $471.17 MAM 08/03/01 30027 APPROVED State Building Code $4.50 MAM 08/03/01 30027 Potable Water Application $30.00 MAM 08/03/01 30027 AUG 2 4 2001 Total: $2,076.22 nEE ON COUNTY` DEPT.OF N D PMENT ,SIGNA -1-7 • SPECIAL CONDITIONS FOR CASE BLD01-00443 1.) The application was reviewed by the Jefferson County Department of Community Development staff on August 8, 2001 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code(UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Slight Landslide Harard Area on majority of subject site. 2.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 3.) A geotechnical report was not required or submitted for the single family residence with attached garage building permit. 4.) The applicant is proposing to create or add 8,650 square feet of impervious surface and 12,150 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Small Parcel Erosion and Sediment Control Plan. The applicant submitted a Small Parcel Erosion and Sediment Control Plan August 13, 2001. 5.) A Small Parcel Erosion and Sediment Control 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. 6.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-800-11(1)(b)(i). 7.) The parcel is a legal non-conforming lot that is designated as Rural Residential (RR 1:5) under the Jefferson County Comprehensive Plan Land Use Map, effective 8/28/98. 8.) This approval is for a single family residence only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 9.) The revised site plan dated August 17, 2001 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated August 17, 2001 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) Maximum impervious surface or lot coverage shall not exceed 25%. 11.) Minimum setback from Olympic Ridge Drive (a private local access road) shall be 20 feet. Minimumkide yard setbacks shall be 5 feet. Minimum rear yard setback is 5 feet. 12.) The building height sh4i! not exceed 35 feet. At is BLD_Permit_Buildng.rpt 10/29/19 _ (� (� (� r s l5 • V� Lam, I I �' N �w , c°�, , JEFFERSON COU 91 N4ikiiiiiDEPARTMENT OF COMMUN " !i EVE�OI�ENT ., 621 Sheridan Street • Port Towne ••,• •.:'�, t gill 1�22Z�'W 1`s81N6� 360/379-4450 • 800/831-2678 • �0 - DEVELOPMENT / 7-- BUILDING PERMIT APPLICATION Project Description: Building Type: Project Type: Frame Type: Single Family ,New X Wood ge Attache./Detached ❑ Addition ❑ Steel • • Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry!n ❑ Multi-family/#of Units ❑ Demolition (Other: L A-1\1 Lam. ❑ Industrial • Other: Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing. Existing: ❑ Sewer '❑ Community System ❑ Electricity ❑ Oil Proposed: ''.2- Proposed: Z/2"-"i ndividual System ❑ Woodstove Propane Total: - Total: If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative leOther 4-del' w 45S7 6'^t, Permit# SEP 1N W"t-At.C)te--. Water Supply: id Private well 0 Two Party Well I Public:Name of water system: .- (ritCT�' �( ._c�r` Square Foota e: NO 35 For Office Use Only \ 4N) Main Floor ._�C <� 2 41' G 5 / 3 �' ,� UBC OCCUPANCY GROUP att.... ) 2ND Floor / 7:3 S ,1 S /t 7 7 Base fee I l(a-.cD f 1 5 / 0 * 5 5 t . D-'7' Ai i ' t)s9' -) ( ' ► �'SK ' l46 417 / , / 7 400 i3 3rd Floor Plan Check fee �. Htd Basement State Surcharge fee y'' Si' / Unhtd Basem t b 1 �- .i, Subtotal ( 1 0 '1b . O c .) Garage/C. ..* .. 3o , (1(7 IC 2)� �J G��' Pot Water Review fee Q Dec .' t .r/ 911/Rd Approach fee 7 0 0 Commerc . / . Pr L.11•, e' y TOTAL ( - G� Ind *vial • Q 4�� � Receipt# 300 a \ Other -1�.c P,d(,t i "�13y� 1 � Cash/Check# —0 1(„3 Total Valuation: ©d) den Initials 1 �`( v) Or :,%r Date �V Estimated Cost: ®Q op d ,. � ,'� / °l (Q�1cV 39, do /7y, ?4 - �� If within 200' of the Shoreline,0, ��l (� J Distance to Bank or Ordinary High Water Mark • ft. Bank Height 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 materiil 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 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 it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the plicant'sQ p erty or structure shall be requested and shall occur during regular business hours. Signature:A��`C j%(4/ Date: e=.—�L.-®, H:HOME\PLNCNTR\IN FOBLDG\FORMS\BLDpermitApplication 1/2000 O.'gsox� 0 Jefferson County Department of Community Condiment ° _------� 621 Sh idan Street,Port Townsend WA 883681360]378-U50 '‘.... .1-`,"- , ----. ,---,,,___:. p 0, rr , ,,,--- -,....: , 'pp, ocat000n ..,.., ....... , i„,,,,,o, , ,,,,. „.., ocT 12 10u- Project Description: -`_ F M Builder Type: .._._._ Project Type: Frame Type: Single Family New .,.6( Wood X Garage Attached/Detached 0 Addition 0 Steel O Modular ❑ Alteration/Remodel ❑ Concrete • O Commercial ❑ Repair ❑ Masonry O Multi-family/#of Units 0 Demolition ❑ Other: O Industrial O Other. Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing. Existing. 0 Sewer 0 Community System ❑ Electricity 0 Oil 4• Proposed: ,r .). Proposed: Individual System ❑ Woodstove Propane Total: Total: If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative -fl Other 4;, -e. ' ,4 / 6-<` Permit# SEP Water Supply: O Private well ❑ Two Party Well 0 Public:Name of water system: Square Footage: For Office Use Only Main Floor Consistency Review 47.00 1 2ND Floor :' ... Base fee 3rd Floor Plan Check fee—65% Htd Basement State Surcharge fee Unhtd Basement Subtotal Garage/Carport Pot Water Review fee Decks - 911/Rd Approach fee Commercial TOTAL Industrial Receipt# Other Cash/Check# Total Valuation: Initials Or Date Estimated Cost If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ft.Bank Height ft. q 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 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 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 property or structure shall be requested and shall occur during regular business hours. Signature: Date: >.-' .- / i% H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 �! LEGAL DESCRIPTION Lot 17 of Olympic Ridge Estates, Section 35, Township 28, Range E, situated in Jefferson County, Washington. BUILDING ADDRESS Lot 17 of Olympic Ridge Port Ludlow, (Jefferson County) Washington 98365 COUNTY TAX ACCESSOR'S ID NUMBER 821-355-053 BUILDING DEPARTMENT NOTES Code: 1997 Uniform Building Code 1997 Washington State Building Code (51-40 WAC) 1997 Uniform Mechanical Code 1997 Uniform Plumbing Code 1996 National Electrical Code 1997 Washington State Energy Code (51-11 WAC) 1997 Washington State Ventilation & Indoor Air Quality Code (51-13 WAC) Occupancy: Residential R division 3 Garage U division 1 Construction Type: Type V-N Occupancy Separation: 1 hour rated between Residence and Garage Building Height: Approx. 26'-0" Max. (See building elevations sheet 4). Building Area: 15i Residence Floor 1,824 SF 2"d Residence Floor 1,468 SF Decks 178 SF Garage 936 SF Total 4,406 SF Lot Coverage: Roof Area of: Residence, Garage, & Decks 3,558 SF Lot Area (approx. 2.5 acres) 108,900 SF Lot Coverage 3.26% Glazing Analysis: Heated Floor Area: Residence Main Level 1,824 SF Residence Upper Level 1,468 SF Total Heated Floor Area 3,292 SF Glazed Area: Residence 1si Floor Glazing Area: 2 x T-0" x T-0" = 18 SF 1 x 4'-0" x 3'-0" = 12 SF 1 x 4'-0" x 4'-0" = 16 SF 4 x 4'-0" x 6'-0" = 96 SF 2 x 5'-0" x 4'-0" = 40 SF 2 x 6'-0" x 4'-0" = 48 SF 2 x 6'-0" x 6'-8" = 80 SF 1 x T-0" x 6'-8" = 47 SF Sub Total 357 SF Residence 2"d Floor Glazing Area: 1 x T-0" x 4'-0" = 12 SF 2 x 4'-0" x 4'-0" = 32 SF 4 x 4'-0" x 6'-0" = 96 SF 3 x T-0" x 4'-0" = 60 SF 2 x 6'-0" x 4'-0" = 48 SF 2 x 6'-0" x 6'-0" = 72 SF 1 x 6'-0" x 6'-8" = 40 SF Sub Total 360 SF Skylights: 8 x 2'-0" x 4'-0"= 64 SF Total Glazed Area 781 SF Percent Glazed Area 781 SF / 3,292 SF = 23.7 % Maximum Allowed 25% GENERAL NOTES 1. Contractor shall verify all site conditions and building dimensions prior to proceeding with the work. Any variation from conditions and dimensions shown on the drawings shall be reported to the architect for resolution prior to construction, otherwise contractor shall be solely responsible for costs of any necessary remedial work. Written dimensions shall have precedence over scaled dimensions. 2. Glass within 18"of floor, within 18"of door opening or within a door shall be tempered. 3. Fire Warning System: Every dwelling shall be provided with approved detectors of products of combustion other than heat, mounted on the ceiling or wall at a point centrally located in hallway out side of bedrooms, in the Office/Den, and the Family Room. (See plans for locations). 4. Attic ventilation net free area shall be 1/150 of attic area or 1/300 if half is in soffits and half is T above plate line. 5. Crawl space ventilation shall be provided at a rate of 1-1/2sf for every 25 linear feet of exterior wall. Openings shall be located as close to the corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Vents shall be covered with insect screen. 6. Bath, laundry, and similar rooms shall have minimum exterior opening of 1/20 floor area with minimum 1-1/2sf or mechanical ventilation directly to outside capable of 5 air changes per hour. 7. Clothes dryers, kitchen hood, laundry and bath exhaust fans shall be vented to the outside. 8. Every sleeping room shall be provided with an emergency exit window with min. height 24" and min. width 20", not less than 5.7sf openable area and not more than 44" from floor to sill. 9. Tile for shower shall extend 6' from floor with non -absorbent surface and water resistant backing. _ 10. Exterior dimensions are to face of sheathing/ ace of concrete or centerline of stud/sheathing combination or centerline of post. Interior dimensions are to face of finish. 11. Fireplace shall be metal and be equipped with: UL and ICBO approved glass door, min. 6 sq. inch of air for combustion with adj. damper, a tight -fitting flue damper with a readily accessible control, non-combustible hearth (min. 20" in front and 12" each side of opening). Chimney, hearth, and heat shields shall be UL and ICBO approved. ENERGY NOTES 1. Energy requirements are per Washington State Energy Code Chapter 6, Table 6-2 Prescriptive Requirements for Group R Occupancy, Climate Zone 1, Heating by Other Fuels (propane gas), Option VI. 2. HVAC equipment shall have at least a Medium efficiency rating. 3. Glazing Area percentage of condition floor area shall not exceed 25%. 4. All exterior glazing shall be double -glazed with low-e coating per WSEC Section 502.1.5. Vertical Glazing shall have max U-value = 0.45, Overhead i Glazing (skylights) shall have max U-value = 0.68 5. Exterior doors shall have max U-value = 0.40. 6. Ceilings shall have a min R-30 rating. 7. Vaulted ceilings shall have a min R-30 rating. 8. Exterior above grade walls shall have a min R-19 rating. 9. Floors over unconditioned crawl space or exposed to ambient air conditions shall have a min R-30 rating. 10. Slab on grade shall have perimeter insulation with min R-10 rating. 11.AII openings in exterior envelope shall be caulked, sealed, or weather- stripped. 12. Batt insulation tears and joints shall be sealed with tape. VENTILATION & INDOOR AIR QUALITY 1. Ventilation and indoor air quality requirements shall be per the Washington State Ventilation & Indoor Air Quality Code, Chapter 51-13 WAC effective July 1998. 2. A whole house ventilation system shall be installed which is capable of providing at least 0.35 air changes per hour, but not less than 15 cubic feet per minute. Whole house ventilation system shall be designed to limit ventilation to a level no greater than 0.5 air changes per hour under normal operation conditions. Whole house ventilation shall supply outdoor air to all habitable rooms through the forced air heating system. STRUCTURAL Live Loads: Roof 25 PSF Floor 40 PSF Stairs 100 PSF Deck 100 PSF Garage Floor 50 PSF Wind speed 90 MPH Exposure C Seismic Zone: Zone 3 Soil Bearing: 1,500 PSF (assumed) Concrete: 5-1/2 Sack fe = 2,500 PSI Resteel: fy = 60,000 PSI Framing Anchors: Simpson or equal, size/style as appropriate ppropriate Plywood: Floor: Y44" T&G OSB 48/24 Index. Glue and nail to floor joists. Wall Sheathing: 7/16" OSB exterior glue, panel grade 2- M-W or'/i' CDX plywood 32/16 index. Premier Building System panels per attached. Beams & Headers: Size as indicated. Premier Building System panels per attached. 6" nominal, Douglas Fir No. 1. 4" nominal, Douglas Fir No. 2. Glue Laminated, Douglas Fir 24F-V4 (FB = 2400psi) Roof Trusses: By ICBO Certified Designer and Manufacturer. Submit truss certification to Building Department for approval prior to erection. Shape as indicated on documents. Framing Lumber: Joists: Trusjoist TJI L65, depth as indicated. Rafters: Premier Building Systems panels per attached Studs: Exterior: Premier Building Systems panels per attached Exterior: 2x6 Hem/Fir construction grade unless noted otherwise. 2x4 Hem/Fir stud grade at interior unless noted otherwise. All studs at 16" OC typical unless noted otherwise. STRUCTURAL NOTES 1. All footings shall bear on firm undisturbed earth, free of organic matter. If leveling fill is required, compact to a min of 95% density. 2. Compact fill under floor slabs to 95% density. 3. All concrete walls shall be 6" minimum above grade. 4. Column & post plinths: Project plinths 2" above concrete floor or equivalent (6" min above earth) and anchor. 5. Provide 90# felt between footing and post. 6. Post to beam connections shall be provided with a positive direct connection to assure against uplift and lateral displacement. 7. Wood members entering masonry or concrete require %2' net air space on tops, sides, and ends. 8. All wood exposed to weather, such as deck framing, decking, railings, joists, beams, and posts shall be pressure treated or cedar. 9. Double joist under parallel bearing partitions and solid block (2" thick by joist depth) under bearing partitions perpendicular to joists. 10. Joists and rafters framing into sides of girders or beams shall be supported in LU series joist hangers. If joists or rafters slope or skew use sloped or skewed U series joist hangers. Joists shall be supported laterally at ends and at each support by solid blocking 2" thick by joist depth. 11. Provide bridging at mid span of all joist spanning 10'-0" or more unless indicated otherwise. - 12. Provide solid blocking, draft stops, and fire stops per UBC 708. 13.AII wood in contact with concrete shall be pressure treated per UBC 2317.8. 14.AII roof trusses shall be so framed and tied into the framework and supporting walls so as to form an integral part of the whole building. Roof trusses shall have joints well fitted and shall have all tension members well tightened before any load is placed upon the trusses. Diagonal and sway bracing shall be used to brace all ruff trusses. 15. Foundation reinforcing steel shall have min concrete cover as follows: 3" cast against earth 1 ''/2" exposed to weather/earth 3/4" not exposed to weather/earth ROOF DOWNSPOUT INFILTRATION TRENCHES DESIGN Design Description: The length of trench required is based on the assumption of providing a bottom trench area sized to infiltrate at a rate equal to the rainfall intensity for a peak 10- minute time step for the 10 year, 24-hour duration design storm event, and by the maximum infiltration rate (Im) which is based on the Soil Texture Class by the United States Department of Agriculture (U.S.D.A.) designation system. The leng th of standard trench required is determined by dividing the required infilt ration area (Al) by 4 feet ;the two -foot trench width plus one foot on either side for side wall infiltration). Drain rock to be -1/4" to 1 '/" round washed rock. Standard Trench to be covered with filter fabric and 6 inches or more of compacted backfill. A, is computer by using the following equation: Al = (0.054 P10AR)/10"M Where: Pio = 10-year, 24-hour design storm precipitation, inches Im = the maximum infiltration rate, inches/minute AR = area of the roof tributary to the system, ftZ. Therefore, the standard trench length required is: LST=A,/4 Or Infiltrator System length required is: Lis = LST x 0.6 Lis = Length of infiltrator system, in lineal feet. #is = Lis / 6.25 feet. Each infiltrator section is 6.25 feet long andd shall be covered with 6 inches or more of compacted backfill Maximum Infiltration Rates for Downspout Infiltration S stems Soil Texture Class Im inches/minute 1. Course sands or cobbles 0.333 2. Medium sand 0.138 3. Fine sand, loamy sand 0.040 4. Sandy Loam 0.017 5. Loam 0.009 Actual soil logs and measured percolation rates may be utilized if documentation is provided with the design. The system shall contain a basin or sump well prior to inlet. These structures shall include a sump and a tee on. the outlet side. GAGULATION: P10 = 3.2" AR = 3,558 SF Im = 0.040 Standard Trench: Ar = (0.054 x 3.2" x 3,558 SF)/10 x 0.040 in/min =1537 SF LST = Ai / 4 = 153714 = 384.25 FT Infiltrator System: Lis = LsT x 0.6 =384.25x0.6 = 231 FT #is = Lis 16.25 feet = 231 / 6.25 = 37 sections _V1(__'N1 H 91 to o i I I41"S _� LINE- goo. o0I C 6 b01)400 Z O C 111-6 o- �-.- I qq �f Pke u �r -A2 -17 �- �� 15 qo --Z. mil . 8$� �l _ ram. FLAIcH Ci I �JFI��If1Lp pGa,lctrl �Y WET WA'Y 0 NIB 2 9 2001 MN- 4�. 0 0 u