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Home My WebLink AboutPermit Building 1999-3-10 .. ," SPRINGFIELD , ~, l\'~":"'I,",f::'. "'I;, . -~:\~T SHALL EXPIRE IF THE WORK An '"' I "'~1="'" foil ENTION:Oregon la. . - . THIS PERMIT I~~' 1 NOtifi~W ~u/es ad'R;Ii:.~tPJlviI'ieiJl:P-E~ITI t~PJ~ICATION - -,Ar~.J0Nl:D FOA in OAR ~'on Center. Tlnt"1lr~9~~('~PRINGli'~EJD\" ltl() PA Y PERI@'Sb Number: 990221 0090 v S2-001-0(COMMUNIT.r'SBRViIe.E~-"'TVISION . J au m '-'-"-,,-iTOUOn n",... _ r rrr caW ay obtain co~UILDrNG9s.r.:IIJ!jI)Y 'ng the center (N les of the rUles b numher fnr"h . ote: the tel y 225 North Fifth St)::.~t!" ~ Oregon Vrr ~~hone Springfield, OR 9#7'9tellS 1-800 332"tYNotlf,cation - -2344). Location of Proposed Work: 962 RAINBOW DR Assessors Map #: 17033421 Lot: Block: Office: 726-3759 Inspection Line: 726-3769 Tax Lot #: 01200 Subdivision: Owner: LINDA HARP Address: 1669 N TERRY #302 Phone #: 688-2693 City/State/Zip: EUGENE, OREGON 97402 Describe Work: MANUF HOME & GARAGE NEW Contractor Const. Contractor # Expires Phone General: M & A CONSTRUCT 0088928 916 PRESCOTT LANE SPRINGFIELD OR 97 Plumbing: M & A CONSTRUCT 0088928 916 PRESCOTT LANE SPRINGFIELD OR 97 Electrical: HERITAGE INV 0063137 1042 HARN LANE EUGENE OR 974040000 02/11/00 747-6504 02/11/00 747-6504 12/27/99 688-1600 QUAD AREA: 1RNW # OF UNITS: 1 CONSTR. TYPE: VN WATER HEATER: E OFFICE USE -- LAND USE: 1150 ZONING CODE: LDR # OF BDRMS: 3 RANGE: E # OF BLDGS: 2 OCCY GROUP: R3 HEAT SOURCE: FE SQ FOOTAGE: 1812 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 --- FOUNDATION - After forms are erected but prior to concrete placement., SLAB - To be made after all ins lab building service equipment, conduit plplng, and other equipment items are in place but prior to concrete MANUF HOME/MOBILE HOME SET UP - When all blocking is complete. MANUF. HOME/MOBILE HOME ELECTRICAL - When blocking, setup, and plumbing inspections have been approved and home is connected to panel MANUF. HOME/MOBILE HOME PLUMBING - After home has been connected to water and sewer. PEDESTAL - Prior to cover. ROUGH ELECTRICAL - Prior to cover. SHEAR WALL NAILING - Before covering sheathing with finish materials. FRAMING - Prior to cover. CURBCUT - After forms are erected but prior to placement of concrete. SIDEWALK - After excavation is complete, forms and sub-base material in place. FINAL ELECTRICAL - When all electrical work is complete. FINAL BUILDING - When all required inspections have been approved and the building is complete. FINAL SET UP - After all required inspections are approved and porches skirting, decks, venting, house numbers, etc. have been installed. Lot Faces: E Topography: 2 Lot Lot Setbacks S W 5 17 Sq. Ft.: 7093 Type: INTERIOR Lot Coverage: 30 \ House Garage N 7 E 18 , Job Number: 990221 Item Main Garage MANU/HOME FTG/FDN Total Value BUILDING PERMIT --- Square Feet x $/Square Feet 360 18.34 Building Permit Fee Surcharge/Admin TOTAL FEE PLUMBING PERMIT Item Sanitary Sewer Water Storm Sewer 50 50.25 50 Plumbing Permit Surcharge/Admin TOTAL CHARGE --- MISCELLANEOUS PERMITS --- Mobile Home State Issuance Surcharge/Admin Sidewalk Curb Cut CITY SDC WILLAMALANE ELECT/PERMIT TOTAL MISCELLANEOUS PERMITS (Excluding Electrical) unless otherwise noted TOTAL AMOUNT DUE (A, B, C, D, and E combined) --- BUILDING VALUE, PLAN CHECK AND BUILDING PERMIT --- Page 2 (AI = Value 0.00 6,602.00 73,412.00 2,500.00 82,514.00 80.50 6.45 86.95 Fee 25.00 25.00 25.00 75.00 6.00 81.00 105.00 30.00 8.40 15.85 14.50 2,090.04 1,000.00 88.56 3,352.35 3,520.30 (Cl (E) 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: 52.33 Date Paid: 02/16/99 Received By: Plans Reviewed By: AL WARD Date: 03/09/99 Building Site Reviewed By: LISA HOPPER Receipt Number: 32880 --- ADDITIONAL COMMENTS --- DRIVEWAY REQUIRED TO BE PAVED , ~I SPRINGFIELD Job Number: 990221 Page 3 2 STREET TREES REQUIRED 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. ;GL.:1,"1AL A"UlrU%l T;;CR ~ slgn~re U 3{fD(qcr Date --- VALIDATION Date Paid: t1~31IS 3/ro/7'1 ;;j;t Receipt Number: Amount Received: Received By: ,.... . SPRINGFIELD Page 1 ENGINEERING DIVISION .DEVELOPMENT PLAN REVIEW RESIDENTIAL IMPROVED STREET Developer: LINDA HARP Mail Address: 1669 N TERRY Tax Lot #: 1703342101200 Subdivision: #302 EUGENE, OREGON Project Address: Lot: Blk: Job No.: 990221 97402 Phone #: 688-2693 962 RAINBOW DR Eng. Rev. No.: Book: Street Gravel 962 RAINBOW DR EXISTING IMPROVEMENTS Ac Mat 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: 6 Location From N, Make connection: Stubbed Out To Property Line: Y Depth: 4-6 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 OR STORM SEWER Pipe Parking Lot Drainage To: N/A New Curbcut Appr. : Sidewalk Permit: Y Curbcut Permit: Y Y Width: Width: SIDEWALK AND STANDARD 5 Ft 30 Ft DRIVEWAY INFORMATION Width: 18 Ft Flairs: 6 Length: 39Ft 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: MOLLY LINDBLOM Date: 02/23/99 SEE DRAWINGS ON SPECIAL REQUIREMENTS FOR FURTHER IMPORTANT INFORMATION ATIACHMENT A qt:tO zZJ/ CITY OF SPRI~IELD SYSTEMS DEVELOP~T CHARGE WORKSHEET NAME OR COMPANY: i-laALJ , LOCATION: '1(",'2- 0;#"'0 hn I A'" DEVELOPMENT TYPE: ~[) BUILDING SIZE: LOT SIZE SQ, Ft. 1. STORM DRAINAGE (j''i?;i25) t:- /S(24-h ~&(2.7)t :34-(14)+~ IMPERVIOUS SQ. FT. --z.M-& X $0.227 PER SQ. FT. $ (p/&.04- 2. SANITARY SEWER-CITY NO. OF PFU'S lLo (See Reverse Side) X $47.14 PER PFU $ it:;+ ,2-4-' 3. TRA.NSPORTATIO~. NO OF UNITS X TRIP R~TE X COST PER TRIP X J.QI X $475.32 $ 46:'). 07- X X $475.32 $ 4. SANITARY SEWER-MWMC A. REIMBURSEMENT COST: NO. OF FEU'S x 2.11.4+PER FEU $ 2i~ B. IMPROVEMENT COST: NO. OF FEU'S X Z'?,20 PER FEU $ 2-5.2n MWMC CREDIT IF APPLICABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE < $. Z02.4t > $ 10 00 TOTAL-MWMC SDC $ liD,' (0 SUBTOTAL (ADD ITEMS 1.2.3 & 4) 5. ADMINISTRATIVE FEES: BASE CHARGE (SUBTOTAL ABOVE) X .05 .~.Sl $ &fq ."i~ tMt7L- SDC Coordinator ATTACH'A.WPD Date: '"2-/ Z,?;I$ --, I TOTAL SOC; $ 2iYJo /)4- (NOTE: For remodels, calculate only the NET additional fixtures I . NUMBER OF . FIXTURE TYPE NEW FIXTURE UNIT EQUIVALENT 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 Trailerl.................. Receptor For Refrigerator/Water Station/Etc........ Receptor For Commercial Sink/Dishwesher/Etc.. Shower, Single StalL....:............ ....................... ........ Shower, Gang... ......................... .............................. Sink: Bar, Commercial, Residential Kitchen........................ Urinal, Stall/WaiL.... .:........................ ........................ Wash Ba'sin/Lavatory, Single.................................. Toilet, Public Installation............ ........................ .... Toilet, Private....................... ................................ Miscellaneous: II 2 1 2 3 6 2 6 6 1 3 2 l/Head 2 2 1 6 4 ~ I II /I TOTAL FIXTURE UNITS = ~-_..~ - q;qure Units FIXTURE UNITS 1- '2- ":2- '€.. /(,., CREDIT CALCULATION TABLE: Basec on assessed value. If improvements occurred after annexation date in :able, calculate credits separates. I I Rate per $1,000 Assessed Value Year Annexed Year Annexed 1979 or before 1980 1981 1982 1983 1984 1985 1986 1987 1988 $4.27 4.18 4.12 3.99 3.83 3.68 3.48 3.18 2.82 2.42 1989 1990 1991 1992 1993 1994 1995 1996 1997 [ Rate per $1 ,ooe Assessed Value 1 I I I " $1.98 1.55 1.15 0.96 0.83 0.67 0.52 0.38 0.21 Credit for Parcel.or Land Only If Applicable -t.2., X $ 4-7.'1<2-. = 2.02.4-5< (Rate X Assessed Value) X $ = (Rate X Assessed Value) 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