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Home My WebLink AboutPermit Building 1998-10-5 '.-",\ , ,'i;: SPRINOFIELD , ~, -'17); fOlIO 12"'1"10 ."'Otific Iltrules "':~clDENTIAL PERMIT APPLICATION II) O-'lA atiOI) CeaaOPtea ~W:TeOF SPRINGFIELD 0090. Y, 95<-o01I)ter. tW.!?''''lf:Jo'1:'.~ICES DIVISION Calf OUl"I)a -0010 O$ePlJlt!.~~~TY l)ul"I);l)g the c'JI Obteil) through $ ere $ Utility 225 North FiftW~~llter. (IItOPI&$00-'lA9S;tfOrth Springfield, OrP~dl..70regOI)Ot&:th&:th&ru" '001. 'S 1"8an....l!.tllity &/aph &$ by Location of Proposed work~~~~~ Assessors Map #: 17033421 ~ Of) Lot: Block: Page 1 Job Number: 981048 Office: 726-3759 Inspection Line: 726-3769 Tax Lot #: 01200 Subdivision: Owner: VERN BENSON Address: 940 HWY 99 NORTH Phone #: 688-8897 City/State/Zip: EUGENE, OREGON 97402 Describe Work: NEW QUAD AREA: lRNW OFFICE USE LAND USE: 1111 To request an inspection, call the 24 hour recording at 726-3769. All inspections requested before 7:00 a.m. will be made the same working day, inspections requested after 7:00 a.m. will be made the following work day. REQUIRED INSPECTIONS --- FOOTING - After trenches are excavated, FOUNDATION - After forms are erected but prior to concrete placement, FRAMING - Prior to cover. FINAL BUILDING - When all required inspections have been approved and the building is complete. N Setbacks S W 18 E Garage Item Main Garage Total Value BUILDING PERMIT --- Square Feet x $/Square Feet Value 0.00 0.00 4,858.00 Building Permit Fee Surcharge/Admin 50.50 4.05 TOTAL FEE (A) 54.55 --- MISCELLANEOUS PERMITS --- Surcharge/Admin CITY SDC 0.00 183.06 TOTAL MISCELLANEOUS PERMITS (E) 183.06 (Excluding Electrical) unless otherwise noted TOTAL AMOUNT DUE (A, B, C, D, and E combined) 237.61 NOTICE: THIS PERMIT SHALL EXPIRE IF THE WORK AUTHORIZED UNDER THIS PERMIT IS NOT COMMENCED OR IS AR^Nn(')~Ir:r FOR ANv '" ,." ." nil", ./ ,. 'li. SPRINGFIELD Job Number: 981048 Page 2 --- BUILDING VALUE, PLAN CHECK AND BUILDING PERMIT --- This permit is granted on the express condition that the said construction shall, in all respects, conform to the Ordinance adopted by the City of Springfield, including the Development Code, regulating the construction and use of buildings, and may be suspended or revoked at any time upon violation of any provisions of said ordinances. --- ADDITIONAL COMMENTS --- NOT TO ISSUE UNTIL LOT LINE ADJUSTMENT IS RECORDED DRIVEWAY REQUIRED TO BE PAVED By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all information hereon is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield, and the Laws of the State of Oregon pertaining to the work described herein, and that NO OCCUPANCY will be made of any structure without permission of the Community Services Division, Building Safety. I further certify that only contractors and employees who are in compliance with ORS 701.055 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time, that each address is readable from the street, that the permit card is located at the front of the property, and the approved set of plans will remain on the site at all times during construction. R /,,/-a.JJ1--d-- /tJ~-""--9? Signature Date - -- VALIDATION Date Paid: 03/65 ) /ol; / H ;h'j Receipt Number, Amount Received: Received By: I ~ , ~, Page 1 ENGINEERING DIVISION ,DEVELOPMENT PLAN REVIEW RESIDENTIAL IMPROVED STREET Developer: VERN BENSON Mail Address: 940 HWY 99 Tax Lot #: 1703342101200 Subdivision: Job No.: 981048 NORTH EUGENE, OREGON 97402 Phone #: 688-8897 Project Address: 955 ISLAND ST Lot: Blk: Eng. Rev. No.: Book: Street Gravel Ac Mat 955 ISLAND ST EXISTING IMPROVEMENTS Curb Full Imp SW Width Curbside Setback Y 5 FEET 12:1 FLAIRS 6:1 FLAIRS Existing Curbcut: N ENGINEERING REQUIREMENTS Additional Right of Way: N Improvement Agreement: N Easements: N SANITARY SEWER CALL THE UTILITIES NOTIFICATION CENTER BEFORE YOU DIG 1-800-332-2344 Available: Y Size of Line: 8 Location From N, Make Connection: Stubbed Out TO Property Line: Y Depth: 4-6 In. Tee: 6 In. S, E, W Property Line: AS SHOWN ON DRAWING OR AS-BUILT PER PLUMBING CODE Ft STORM SEWER Available: Y Pipe Downspouts And Drains To: CURBS & GUTTERS Pipe Parking Lot Drainage To: N/A New Curbcut Appr.: Y Sidewalk Permit: N Curbcut Permit: Y Handicap Ramp: N SIDEWALK AND DRIVEWAY INFORMATION STANDARD Width: 16 Ft Flairs: 6 Ft Width: 28 Ft ENCROACHMENT AND ASSESSMENT Encroachment Permit Required: N Sanitary Sewer In Lieu Of Assessment: N SPECIAL NOTES AND REQUIREMENTS All work within the public right of way shall be in conformance with the City of Springfield standard specifications for construction. All existing unused curbcuts or portions thereof shall be restored to full curb height as directed by the City. The owner/developer is responsible to relocate any utilities and establish private or public easements when the utilities conflict with the development, at their" expense. Reviewed By: DENNIS ERNST Date: 09/28/98 SEE DRAWINGS ON SPECIAL REQUIREMENTS FOR FURTHER IMPORTANT INFORMATION .' . . JOURNAL OR JOB NO.. CJ g I () n . ATTACHMENT A .' .. CITY OF SPRINGFIELD SYSTEMS DEVEL~ENT CHARGE WORKSHEET '1'6 ~ NAME OR COMPANY: \1 . ~ "6,^ LOCATION: DEVELOPMENT TYPE: c-IH..A~ A\AJI"I\~~ BUILDING SIZE: 440 SF LOT SIZE SQ. Ft. 1. STORM DRAINAGE IMPERVIOUS SQ. FT. 440 + 4-0 + ~(,~) "11.l?' X $0.227 PER SQ. FT. $ 11 t-. 34- 2. SANITARY SEWER-CITY NO. OF PFU'S (See Reverse Side) X $47.14 PER PFU $ 3. TRANSPORTATION NO OF UNITS X TRIP RATE X COST PER TRIP X X $475.32 $ X X $475.32 $ 4. SANITARY SEWER-MWMC A. REIMBURSEMENT COST: NO. OF FEU'S X PER FEU $ - B. IMPROVEMENT COST: NO. OF FEU'S X PER FEU $ - MWMC CREDIT IF APPLICABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE < $ , > $ 10 00 TOTAL-MWMC SDC $ - SUBTOTAL (ADD ITEMS 1.2.3 & 4) 5. ADMINISTRATIVE FEES: BASE CHARGE (SUBTOTAL ABOVE) X .05 $ 17<f-.34- $ x 71.. I\IjSL SDC Coordinator ATTACH' A. WPD Date: ~/7-PJ/9r:r TOTAL SDC $ 12'3, 0 b II"'" FIXTURE UNIT CALCULA TION TABLE: Number of New FixtiK X Unit Equivalent ; Fixture'~~i;s (NOTE: For remodels, calculate Only.. NET additional fixtures) .. NUMBER OF (UNIT FIXTURE FIXTURE TYPE NEW FIXTURES EQUIVALENT UNITS Bathtub..................................................................... . Drinking Fountain..................................................... Floor Drain............. .............. ,.......................,............ Interceptors For Grease/OiI/Solids/Etc................. Interceptors For SandlAuto Wash/Etc.................. Laundry Tub/Clotheswasher................................... Clotheswasher - 3 Or More..................................... Mobile Home Park Trap (1 Per Trailer).................. Receptor For Refrigerator/Water Station/Etc........ Receptor For Commercial Sink/Dishwasher/Etc.. Shower, Single StalL....,................................... ........ Shower, Gang.......................................................... Sink: Bar, Commercial, Residential Kitchen........................ Urinal, Stall/Wall..................... .................................. Wash BasinlLavatory, Single.................................. , Toilet, Public Installation........................................ Toilet , Private....................................................... Miscellaneous: 2 1 2 3 6 2 6 6 1 3 2 l/Head 2 2 1 6 4 , TOTAL FIXTURE UNITS ; CREDIT CALCULATION TABLE: calculate credits separates. 'j Based on 'lssessed value. If improvements occurred after annexation date in table, ~ $4.27 4.18 4.12 3.99 3.83 3.68 3.48 3.18 2.82 2.42 Year Rate per $1,000 ) Annexed Assessed Value 1989 $1.98 I 1990 1.55 1991 1.15 1992 0.96 I 1993 0.83 1994 0.67 1995 0.52 1996 0.38 1997 0.21 Year Annexed Rate per $1,000 Assessed Value 1979 or before 1980 1981 1982 1983 1984 1985 1986 1987 1988 Credit for Parcel or Land Only If Applicable X $ ; (Rate X Assessed Value) X $ ; (Rate X Assessed Value I CREDIT TOTAL ; $ Improvement (if after armexation date) RUNOFF COEFFICIENTS FOR STORM DRAINAGE (For Estimating Purposes Only) ResidentiaL.......................... 0.4 Commerical......................... 0.9 Industrial............................ 05 GovernmentaL..................... 0.5 FIXUNIT.WPD IMPERVIOUS AREA; TOTAL LOT SIZE X RUNOFF COEFFICIENT