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Home My WebLink AboutPermit Building 1998-6-22 . NorlCE: THIS PERMIT SHALL E RESIDENTIAL PERMIT APPLICATION XPIRE IF THE WO~ OF SPRINGFIELD AUTHORIZED UNDER THIS PERMI'f~TY SERVICES DIVISION COMMENCED OR IS ABANDONED F 'W ""~UILDING SAFETY ANY1L100AV OR 225 ~orth ~~~06treet Springfield, OR 97477 Page 1 Job Number: 980589 . Office: 726-3759 Inspection Line: 726-3769 Location of Proposed Work: 4652 HAILEY CT Assessors Map #: 18020512 Lot: 10 Block: Tax Lot #: 09010 Subdivision: HAIDYN MEADOWS 1 Owner: MALCOLM MCEWEN Address: 36130 ENTERPRISE ROAD Phone #: 746-2837 City/State/Zip: CRESWELL, OREGON 97426 Describe Work: S.F. RESIDENCE NEW Contractor Canst. Contractor # Expires Phone General: MALCOLM MCEWEN 0079798 36130 ENTERPRISE RD CRESWELL OR 974 02/24/99 746-2837 QUAD AREA: 3RSC # OF UNITS: 1 CONSTR. TYPE: VN WATER HEATER: G SQ FOOTAGE: 1824 OFFICE USE -- LAND USE: 1111 ZONING CODE: LDR # OF BDRMS: 3 RANGE: E # OF BLDGS: 1 OCCY GROUP: R3 HEAT SOURCE: FG INSUL PATH: P1 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 TEMPORARY POWER FOOTING - After trenches are excavated. FOUNDATION - After forms are erected but prior to concrete placement. POST AND BEAM - Prior to floor insulation or decking. UNDERFLOOR MECHANICAL - Prior to insulation or decking. UNDERFLOOR PLUMBING - Prior to insulation or decking. SANITARY SEWER LINE - Prior to filling trench. STORM SEWER LINE - Prior to filling trench. WATER LINE - Prior to filling trench. ROUGH GAS - after line is installed and capped if not attached to an appliance ~NSULATION - Floor; prior to decking wall/Ceiling; Prior to cover ROUGH MECHANICAL - Prior to cover. ROUGH PLUMBING - Prior to cover. ROUGH ELECTRICAL - Prior to cover. ELECTRICAL SERVICE - Must be approved to obtain permanent power. FRAMING - Prior to cover. SHEAR WALL NAILING - Before covering sheathing with finish materials. INSULATION - Floor; prior to decking wall/Ceiling; Prior to cover DRYWALL - Prior to taping. SIDEWALK - After excavation is complete, forms and sub-base material in place. CURBCUT - After forms are erected but prior to placement of concrete. FINAL PLUMBING - When all plumbing work is complete. FINAL MECHANICAL - When all mechanical work is complete. FINAL GAS - When all gas 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. .;. \.. !:tPRINGFIELD . Job Number, 980589 Page' 2 Lot Faces: SE Solar Approved, Y Total Height, 18.5 Lot Type, INTERIOR Setbacks S W E 9 Setbk From NPL, 10 N House Garage 6 I.tem Main Garage Total Value BUILDING PERMIT --- Square Feet x 1304 520 $/square Feet 64.66 16.27 Value 84,317.00 8,460.00 92,777.00 Building Permit Fee Surcharge/Admin 412.00 32.96 TOTAL FEE (A) 444.96 PLUMBING PERMIT --- Item Residential Bath(s) 2 Fee 160.00 Plumbing Permit Surcharge/Admin 160.00 12.80 TOTAL CHARGE (C) 172.80 --- MECHANICAL PERMIT --- Furnace Exhaust Hood Vent Fan Dryer Vent GAAS LINE & W/H VENT 3 .12.00 4.50 9.00 3.00 5.00 Mechanical Permit Issuance Surcharge/Admin 33.50 10.00 2.69 TOTAL PERMIT (D) 46.19 --- MISCELLANEOUS PERMITS --- Surcharge/Admin Sidewalk Curb Cut WILLAMALANE S/D/C'S SPLFD S/D/C'S ELECTRICAL PERMIT TOTAL MISCELLANEOUS PERMITS (E) 0.00 15.70 14.80 1,000.00 2,336.70 ~12"i1. c.Ji- 3,410.40 (Excluding Electrical) unless otherwise noted TOTAL AMOUNT DUE (A, B, C, 0, and E combined) 4,074.35 4> z.~ :.---::::- 40 '3 I , <;" / --- 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. !,' . . Job Number: 980589 Page 3 . Plan Check Fee: 267.80 Date Paid: 05/18/98 Received By: LISA HOPPER Plans Reviewed By: BOB BARNHART Date: 06/11/98 Building Site Reviewed By: LISA HOPPER Receipt Number: 29877 --- ADDITIONAL COMMENTS --- DRIVEWAY REQUIRED TO BE PAVED 1 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. '\fY\~ ~~~ S' i 19nature G,- J.-::L-13 Date -- - VALIDATION Date Paid: 03o'1)~ I.th_L/~f' t.f " 0 ~1Jr; bfllJavY Receipt Number: Amount Received: . 'Received By: /.' SPRINCFIELD Page 1 ENGINEERING DIVISION DEVELOPMENT. PLAN REVIEW RESIDENTIAL IMPROVED STREET Developer: MALCOLM MCEWEN Job NO.: 980589 Mail Address: 36130 ENTERPRISE ROAD CRESWELL, OREGON 97426 Phone #: 746-2837 Ta~ Lot #: 1802051209010 Project Address: 4652 HAILEY CT Subdivision: HAIDYN MEADOWS 1 Lot: 10 Blk: Eng. Rev. No.: Book: Street Gravel Ac Mat 4652 HAILEY CT 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 Size of Line: 6 Location From N, Make Connection: Stubbed Out To Property Line: Y Depth: 4-6 In. Tee: 8 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 32 Ft DRIVEWAY INFORMATION Width: 20 Ft Flairs: 6 Length: 38 Ft 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: OS/21/98 SEE DRAWINGS ON SPECIAL REQUIREMENTS FOR FURTHER IMPORTANT INFORMATION , . , . . . JOB No.QIlOS87 ATTACHMENT A CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT CHARGE WORKSHEET NAME OR COMPANY: HAU~"" HI'_F.UtEiN 4'51- '-!-AtLe't" C" <). r=. R... . LOCATION DEVELOPMENT TYPE: BUILDING SIZE _LOT SIZE so. Ft. 1. STORM IJRA T Nftr;F IMPERV IOUS SD. FT. Z. :7 30 X $0226 PER SQ. FT. $ (../(". q8 2. SANITARY SF4FR-CITY ND. OF PFU'S I~ X $46.86 PER PFU $ ;;:4-3.4 ~. (See Reverse Side) 3. TRANS PORT;l.T TON .NO OF UNITS X TRIP RATE X COST PER TRIP X I,or X$472.49 $ 477,Lt X X $472.49 $ X X $472.49 $ 4. SANITARY SFWFR-MWMC DLY~ NO. OF ~S I X 277, 7'- PER FEU + $10 MWMC/ADM FEE $ Z$Z 7C- MWMC CREDIT IF APPLICABLE (SEE REVERSE) $ TOTAl -MWMC snr $ 287.76 SUBTOTAL (ADD ITEMS 1.2.3 & 4) U:zz"-;-V 5. AnMTNTSTRATTVF FFFS BASE CHARGE (SUBTOTAL ABOVE) X .05 . .$ ///,2.7 fJL. Date: .5-2./-:93 SDC Coordinator TOTAl 5.OC 1..2,.:>' 51:0. (0 . I I^ I vn~ VI\lI. \"'ML\,.,ULJ-\ IIUI\I I J-\DLC: Number ot New Fixtles X Unit Equivalent = Fixture Unit's' (NOTE: For remodels. calculate on.e 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.......... ......................... Clothes washer - 3 Or More..................................... Mobile Home Park Trap (1 Per Trailerl.................. Receptor For Refrigerator/Water Station/Etc........ Receptor For Commercial Sink/Dishwasher/Etc.. Shower. Single Stall.................. ..... .......................... Shower, Gang.......................................................... Sink: Bar. CommerCial. Residential Kitchen........................ Urinal, StaIl/Wall.................................................. .:... Wash Basin/Lavatory, Single.................................. Toilet, Public Installation........................................ Toilet, Private....................................................... Miscellaneous: "2- 2 1 2 3 6 2 6 6 1 3 2 i/Head 2 2 1 6 4 "2... 'Z- TOTAL FIXTURE UNITS = CREDIT CALCULATION TABLE: calculate credits separates. 'i -4- ~ "Z.-. 7-- f5 I%" = Based on assessed value. If improvements occurred after annexation date in table, Year Annexed Rate per $1,000 Assessed Value Year Annexed Rate per $1,000 Assessed Value 1979 or before 19BO 1981 1982 19B3' 19B4 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 Only If Applicable X $ (Rate X Assessed Value) X $ . (Rate X Assessed Value) = Improvement (if after annexation date) = CREDIT TOTAL = $ RUNOFF COEFFICIENTS FOR STORM DRAINAGE (For Estimating Purposes Only) hesidenri31. ..:................. ...... 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 0.45 0.31 0.17 . . \ . . . Job. No. ~~TIJ\b .. SYSTEM DEVELOPMENT CHARGE WORKSHEET NAME~ ~~~rID ~W&(\. . PHONE: .!\4ltJ.7vf) ADDRESS: ~\p\W . tr\ STATE: ~ZIP: al41l 0 LOCATION OF PROPOSED BUIWING SITE:(\_ Street Address: t\\.Q\Q) c ~ I~O-Y\ U1^ 111 Pial Nam:' \~OfLJ \<(;tTax~ot Number: \~OOt1Qla ~o~Q\D 1. DEVELOPMENT VPE (Check appropriate dwelling(s). SOC calculations and dwelling t ype definitions are on the back.) .. A. llinQlp.-Fllmilv Dp.tllr.hp.Q \ Single Family home NO. OF UNITS \ B. f>inolp".Fllmilv Attllr.hp.rf. NO. OF UNITS C. .Multi-Fllmilv Aoartmen~ NO. OF UNITS. D. MfInufactured Home Part NO. OF UNITS . WILLAMALANE SDC Manufactured home not in a park X $1,000 per unit = $, \ OW .OV / X $924 per unit = $ X $692 per unit = $ . 2. SDC CREDIT (if applicable) SOc-payer mustfumlsh proof of Willamalane Credit approval. See SOC Credit Worksheet. X $699 per unit = $ $ \\)(JtJ.on ~ $ \ODD ,DO ,22..,7? $ 3. TOTAL WILLAMALANE NET SDC ASSESSED (if SOC reduced for Credit) . <.. \~~~~~~R-2,~'nt City of Springfield jo Date