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Home My WebLink AboutPermit Building 1998-3-12 '. I~I'~ RESIDENTIAL PERMIT APPLICATION CITY OF SPRINGFIELD COMMUNITY SERVICES DIVISION BUILDING SAFETY Job Number: 980210 Page 1 225 North Fifth Street Springfield, OR 97477 Office: 726-3759 Inspection Line: 726-3769 Location of Proposed Work: 876 RIVER KNOLL WAY Assessors Map #: 17032343 Lot: Block: Tax Lot #: 04400 Subdivision: RIVER GLEN 2N Owner: FURTURE B Address: P.O. BOX 7425 Phone #: 744-2660 City/State/Zip: EUGENE OR,97401 Describe Work: NEW NEW Contractor Const. Contractor # Phone Expires General: FURTURE B 0071761 3555 SE 63 Portland OR 972060000 Plumbing: CUSTOM PLUMBING 0058006 4894 Newtown Ave SE Salem OR 973020 Mechanical: ROLF'S HEATING 0033601 5678 NW Broadway West Linn OR 97068 Electrical: BOB FISHER ELEC 0096275 180 KINGSBURY AVE EUGENE OR 9740400 02/19/92 777-2647 11/26/93 362-5233 07/09/92 656-0339 01/25/98 689-7973 QUAD AREA: 5RNW OCCY GROUP: R3 INSUL PATH: PI OFFICE USE -- LAND USE: 1111 CONSTR. TYPE: VN SQ FOOTAGE: 2719 # OF BLDGS: 1 # OF BDRMS: 3 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. UNDERFLOOR PLUMBING - Prior to insulation or decking. UNDERFLOOR MECHANICAL - Prior to insulation or decking. POST AND BEAM - Prior to floor insulation or decking. INSULATION - Floor; prior to decking Wall/Ceiling; Prior to cover SANITARY SEWER LINE - Prior to filling trench. STORM SEWER LINE - Prior to filling trench. WATER LINE - Prior to filling trench. GAS SERVICE - After line is installed and line has been connected to a minimum of one appliance. Pressure test done at this point. ROUGH MECHANICAL - Prior to cover. ROUGH ELECTRICAL - Prior to cover. ROUGH PLUMBING - Prior to cover. ELECTRICAL SERVICE - Must be approved to obtain permanent power. SHEAR WALL NAILING - Before covering sheathing with finish materials. FRAMING - Prior to cover. INSULATION - Floor; prior to decking Wall/Ceiling; Prior to cover DRYWALL - Prior to taping. CURBCUT - After forms are erected but prior to placement of concrete. SIDEWALK - After excavation is complete, forms and sub-base material in place. FINAL PLUMBING - When all plumbing work is complete. FINAL MECHANICAL - When all mechanical work is complete. FINAL ELECTRICAL - When all electrical work is complete. FINAL BUILDING - When all required inspections have been approved and the building is complete. l> 8> -{ & z :J: -< 3:~ en 0 ~ 3:0 'tl -a CD ;0 0 m:o m 0 ~- :0 Ii'i'i > mITt 3: -< 00 =i 'tl OC en m :oZ :J: :0 _0 > 0 enm .... .... ~ >:0 m ~:i! x 'tl z- :0 8~ m zm ::;; m:O 0;;:: -{ :J: C3~ m :0 en :E z 0 ~ :0 ^ Job Number: 980210 Lot Faces: S Solar Approved: Y N House 51 Garage Item Main Garage Total Value Building Permit Fee Surcharge/Admin TOTAL FEE Item Residential Bath(s) Plumbing Permit Surcharge/Admin TOTAL CHARGE Total Height: 20 Lot Type: INTERIOR Setbacks S W E 26 5 13 18 9 BUILDING PERMIT --- Square Feet 2036 683 x PLUMBING PERMIT --- 2 --- MECHANICAL PERMIT --- Furnace Exhaust Hood Vent Fan Wood Stove/Insert/Fireplace Unit Dryer Vent GAS LINE & APPL Mechanical Permit Issuance Surcharge/Admin TOTAL PERMIT Surcharge/Admin Sidewalk Curb Cut WILLAMALANE SDC CITY SYSTEM DEVL CHG ELECTRICAL PERMIT 2 --- MISCELLANEOUS PERMITS --- TOTAL MISCELLANEOUS PERMITS (Excluding Electrical) unless otherwise noted Page 2 Setbk From NPL: 20 $/Square Feet 64.66 16.27 (A) (C) (D) (E) TOTAL AMOUNT DUE (A, B, C, D, and E combined) Value 131,648.00 11,112.00 142,760.00 529.75 42.38 572.13 Fee 160.00 160.00 12.80 172.80 6.00 4.50 6.00 4.50 3.00 2.50 26.50 10.00 2.13 38.63 0.00 22.00 15.25 1,000.00 2,610.23 156.60 3,804.08 4,587.64 I~I'~ Job Number: 980210 Page 3 --- 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. Plan Check Fee: 344.34 Date Paid: 02/18/98 Received By: LORNE PLEGER Plans Reviewed By: DON MOORE Date: 03/10/98 Building Site Reviewed By: BOB BARNHART Receipt Number: 28840 - -- ADDITIONAL COMMENTS --- PLANS REVIEWED AND APPROVED BY MORTIER ENGINEERING DRIVEWAY REQUIRED TO BE PAVED 2 STREET TREES REQUIRED By signature, I state and agres, 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. ~.~~/ sl)nat~ . -- - VALIDATION ,ip- !? r Date Paid: -:;fl () ~l> 3- 1;;).-'7 ~ tfj, '6, ~. 5 &7. {p tf 9):J Receipt Number: Amount Received: Received By: Page 1 ENGINEERING DIVISION DEVELOPMENT PLAN REVIEW RESIDENTIAL IMPROVED STREET Developer: FURTURE B Mail Address: P.O. BOX 7425 Tax Lot #: 1703234304400 Subdivision: RIVER GLEN 2N EUGENE OR,97401 Project Address: Lot: Blk: Job No.: 980210 Phone #: 744-2660 876 RIVER KNOLL WAY Eng. Rev. No.: Book: Street Gravel Ac Mat 876 RIVER KNOLL WAY EXISTING IMPROVEMENTS Curb Full Imp SW Width Curbside Setback Y 5 FEET 12:1 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 Stubbed Out To Property Line: Y Depth: 4-6 Ft Size of Line: 8 In. Tee: 6 In. Location From N, S, E, W Property Line: AS SHOWN ON DRAWING OR AS-BUILT Make Connection: PER PLUMBING CODE Comments: NO CONNECTION UNTIL INFRASTRUCTURE COMPLETE AND ACCEPTED. STORM SEWER Available: Y Pipe Downspouts And Drains To: CURB & GUTTER Pipe Parking Lot Drainage To: N/A Comments: NO CONNECTION UNTIL INFRASTRUCTURE COMPLETE AND ACCEPTED New Curbcut Appr. : Sidewalk Permit: Y Curbcut Permit: Y Y Width: Width: SIDEWALK AND STANDARD 5 Ft 35 Ft DRIVEWAY INFORMATION Width: 23 Ft Flairs: 6 Length: 80Ft Ft ENCROACHMENT AND ASSESSMENT Encroachment Permit Required: N Sanitary Sewer In Lieu Of Assessment: N Comments: NO OCCUPANCY UNTIL INFRASTRUCTURE COMPLETE AND ACCEPTED. 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: 02/21/98 SEE DRAWINGS ON SPECIAL REQUIREMENTS FOR FURTHER IMPORTANT INFORMATION JOB NO. QR02../6 , . . ATTACHMENT A . CITY OF SPRlNGFIELD SYSTEMS DEVELOPMENT CHARGE WORKSHEET NAME OR COMPANY: Fu7'UJ2.F1 R I-l 0"", c':" LOCATION: 'A7c:' E"}~IL J(^,AI L t-LJAY- DEVELOPMENT TYPE: <S 1= 1<-- BUILDING SIZE lOT SIZF Sf). Ft. 1. STORM I)RAINAGE IMPERVIOUS SO. FT, 31"6'/) x $0.226 PER SQ. FT. $ 71l~. 77 2, SANTTARY SFwFR-CfTY NO. OF PFU'S ~C~ (See Reverse Side) X $46,86 PER PFU $ '1~ 770 3. TRANSPORTATION NO OF UNITS X TRIP RATE X COST PER TRIP X 1,0' X $472.49 $ 477, Z. I x X $472. 49 $ X X $472.49 $ 4. 5ANITARY SFWFR-MwMr DO NO. OF F6:i-'-S X 277,7t:..PER FEU + $10 MWMC/ADM FEE.$ 287, 7{;., MWMC CREDIT IF APPLICABLE (SEE REVERSE) $ TOTAl -MWMr SIX 1_2.,g? 7G. SUBTOTAL (ADD ITEMS 1.2.3 & 4) $ 24-RS.crt 5. AI)MINfSTRATTVF FFFS BASE CHARGE (SUBTOTAL ABOVE) X .05 $ 124,.2., L.9t. SDC Coordinator Date: 2-2./-:'18' TOTAL sor $ 2'(",10. 2..3 .. .". VI u.. vnu I' '-'/""\l".\",,ULM, 'VI" . MOLJ:.. Number ot New Fixtures X Unit Equivalent:::: Fixture Units (NOTE: For remodels, calculate o.he NET additional fixtures I . . .' . NUMBER OF UNIT FIXTURE FIXTURE TYPE NEW FIXTURES EQUIVALENT UNITS Bathtub.......................,............................................ .. Drinking. Fountain..................................................... Floor Drain...... ....................................................,. ..... Interceptors For Grease/Oil/Solids/Etc.... ............. Interceptors For Sand/Auto Wash/Etc.................. Laundry Tub/Clotheswasher................................... Clotheswasher, 3 Or More..................................... Mobile Home Park Trap (1 Per Trailer).................. Receptor For Refrigerator/Water Station/Etc........ Receptor For Commerciai Sink/Dishwasher/Etc.. Shower, Single Stall................................................. Shower, Gang.......................................................... Sink: Bar, CommerCial. Residential Kitchen........................ Urinal, Stall/Wall.............,.....,................................... Wash BasiniLavatory, Single.......... ................... ..... Toilet. Public installation............... ......................... Toilet, Private.............:;.............. .......................... Miscellaneous: 2.... 2 1 2 3 6 2 6 6 1 3 2 l/Head 2 2 1 6 4 '2.. z... TOTAL FIXTURE UNITS = L :4- 12 J2.. -:z... S? .70 CREDIT CALCULATION TABLE: Based on assessed vaiue. If improvements occurred after annexation date in table, calculate credits separates. ' Year Annexed Year Annexed Rate per $1 ,000 -1 Assessed Value Rate per $1,000 Assessed Value 1979 or before 19BO 1981 1982 1983' 1984 1985 1986 $3.97 3.89 3.83 3.70 3.55 3.39 3.20. 2.91 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 Credit for Parcel or Land Oniy If Applicable X $ (Rate X Assessed Value) X $ , (Rate X Assessed Value) = Improvement lif after annexation date) = CREDIT TOTAL = $ RUNOFF COEFFICIENTS FOR STORM DRAINAGE (For Estimating Purposes Only) Resideneial. ..:.. .... ............. .... 0.4 Commerical......................... 0.9 Industrial............................ 05 Governmental...................... 0.5 IMPERVIOUS AREA = TOTAL LOT SIZE X RUNOFF COEFFICIENT $2.56 2.17 1.73 1.31 0.92 0.74 0.61 _~j 0.45 0.31 0.17 _ , .' . . Job. No. ~ BCJ& ~ 0 SYSTEM DEVELOPMENT CHARGE WORKSHEET NAME: 1==',\ \.n b--tlO. \S ADDRESS: R CS'I.. l.'-\.~S PHONE: _ "1L\.l--l- ::l(,..Cnt) STATE: ~_ ZIP: q'~'ll .- .. LOCATION OF PROPOSED BUILDING SITE: ! Street Address: 81~ K_~ ,~~ ".) C ~ Plat Name: Vl.O~~":!.'-\.~ Tax Lot Number: OL..!."-\..lm 1. DEVELOPMENT TYPE (Check appropriate dwelling(s). SOC calculations and dwelling t ype definitions are on the back.) A. .f>inaIA-Familv Detached. -IJ- Single Family home NO. OF UNITS \ Manufactured home not in a park X $1,000 per unit = $ \. c...JU::) Q2. B. Single'oFl'lmilv AttAr-hArt. NO. OF UNITS X $924 per unit = $ C. .Multi-FAmilv Aoartmen\ NO. OF UNITS X $692 per unit = $ D. Man.u.facturen Home Parli NO. OF UNITS X $699 per unit = $ WILLAMALANE SDC $ 2. SDC CREDIT (if applicable) SOG-payer must furnish proof of Willamalane Credit approval. See SOC Credit Worl<sheet. $ 3. TOTAL WILLAMALANE NET SDC ASSESSED ~ (if SDC reduced for Credit) $ \ ~ Rqt"\ '6. Development Services Department City of Springfield ~ I \~ I ~ Date