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HomeMy WebLinkAboutPermit Building 1996-10-28 SPRINGFIELD =/1'&,tlJ{f::(i1-jJ't Page 1 RESIDENTIAL PERMIT APPLICATION CITY OF SPRINGFIELD COMMUNITY SERVICES DIVISION BUILDING SAFETY Job Number: 961090 225 North Fifth Street Springfield, OR 97477 Office: 726-3759 Inspection Line: 726-3769 Location of Proposed Work: 4142 DAISY ST 4144 Assessors Map #: 17023233 Lot: Block: Tax Lot #: 03603 Subdivision: MP 92-08-159 Owner:, RON HOLLAND Address: 1220 MARSH STREET Phone #: 805-543-4071 City/State/Zip: SAN LUIS OBISPO, CA Describe Work: DUPLEX NEW Contractor Const. Contractor it Expires Phone General: R NEUHARTH 0066019 6343 C Street Springfield OR 974780 06/19/97 747-3846 QUAD AREA: 3RSC # OF UNITS: 2 CONSTR. TYPE: VN WATER HEATER: E OFFICE USE -- LAND USE: 1120 ZONING CODE: MDR # OF BDRMS: 2 RANGE: E # OF BLDGS: 1 OCCY GROUP: R3 HEAT SOURCE: WH INSUL PATH: PI 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. ROUGH PLUMBING - Prior to cover. ROUGH MECHANICAL - Prior to cover. ELECTRICAL SERVICE - Must be approved to obtain permanent power. ROUGH ELECTRICAL - Prior to cover. FRAMING - Prior to cover. INSULATION - Floor; prior .to decking Wall/Ceiling; Prior to cover DRYWALL - Prior to taping. WATER LINE - Prior to filling trench. SANITARY SEWER LINE - Prior to filling trench. STORM SEWER LINE - Prior to filling trench. CURB CUT - 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. Lot Faces: S Topography: 2 Solar Approved: Y Lot Sq. Ft.: 8190 Total Height: 28 Lot Type: INTERIOR Setbacks S W E 18 5 20 5 Lot Coverage: 14 % Setbk From NPL: 50 N House 36 Garage 38 Item Main BUILDING PERMIT --- Square Feet x 1306 $/Square Feet 64.66 Value 84,446.00 SPRINGFIELD ~- Job Number: 961090 rS:~ 104 Page 2 Garage ELEVATED DECKS Total Value 16.27 8 2,441.00 832.00 87,719.00 Building Permit Fee Surcharge/Admin 397.00 31.76 TOTAL FEE (A) 428.76 SYSTEMS DEVELOPMENT CHARGE (SDC) --- (B) 2,884.25 Systems Development Charge is due on all undeveloped'properties within the City limits and the Citys Urban Growth Boundry which are being improved. PLUMBING PERMIT --- Item Residential Bath(s) 2 Fee 182.40 Plumbing Permit Surcharge/Admin 182.40 14.59 TOTAL CHARGE (C) 196.99 MECHANICAL PERMIT --- Exhaust Hood Vent Fan Dryer Vent 2 9.00 6.00 6.00 Mechanical Permit Issuance Surcharge/Admin 21.00 10.00 1. 68 TOTAL PERMIT (D) 32.68 --- MISCELLANEOUS PERMITS --- Surcharge/Admin Sidewalk Curb Cut WILLAMALANE SDC PLAN REVIEW FEE 0.00 24.70 17.50 1,848.00 258.05 TOTAL MISCELLANEOUS PERMITS (E) 2,148.25 (Excluding Electrical) unless otherwise noted TOTAL AMOUNT DUE (A, B, C, D, and E combined) 5,690.93 --- 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 tge construction and use of buildings, and may be suspended or revoked at any time upon violation of any provisions of said ordinances. Job Number: 961090 Page 3 Received By: Plans Review~d By: Date: 10/24/96 ' Building Site Reviewed By: LISA HOPPER, --- ADDITIONAL COMMENTS --- PATH 1, SPECIAL ENGINEERING FOR FLOORS, WALLS AND ROOF SEPARATE ELECTRICAL PERMIT IS REQUIRED; NO OCC. UNTIL INFRASTRUCTURE IS ACCPTD NO SEWER CONN. UNTIL PUBLIC SEWER IS ACCEPTED BY CITY. 3 STREET TREES REQUIRED By signature, I state and agree, that I have carefully examined the ~ompleted 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 employee~ who are in compliance with ORS 701,.055 will be used on this p~oject. 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 ~"JJhe ?e:Jil:J during construction. ItJ _ d ~_ il6 ature Date Receipt Number, CSl~\J)i)~DATION Date Paid, \\J. 2-'2) o\~p Amount Received, );\~\jASJ Received B~~) \m \ SPA'NG"ELD~ ~ ~ _. · ]jliW{ililJ!;6iJ[{f'.Jj~ Page 1 ENGINEERING DIVISION DEVELOPMENT PLAN REVIEW RESIDENTIAL IMPROVED STREET Developer: RON HOLLAND Mail Address: 1220 MARSH STREET SAN LUIS OBISPO, CA Tax Lot #: 1702323303603 project Address: 4142 Subdivision: MP 92-08-159 Lot: Blk: Eng. Job No.: 961090 Phone #: 805-543-4071 DAISY ST 4144 Rev. No.: Book: Street Gravel Ac Mat 4142 CAMELLIA ST 4144 EXISTING IMPROVEMENTS Curb Full Imp SW Width Curbside Setback Y 51 FEET 12:1 FLAIRS Existing Curbcut: N ENGINEERING REQUIREMENTS Additional Right of Way: N Improvement Agreement: N Easements: N COMMENTS: SEE PARTITION 93-P0414 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: SEE DRAWING (CONFIRM LOCATION) Make Connection: PER PLUMBING CODE Comments: NO SANITARY HOOKUP UNTIL THE PROJECT IS ACCEPTED BY THE CITY 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 Handicap Ramp: N Comments: TWO 16' DRIVEWAYS Y Width: Width: SIDEWALK AND STANDARD 5 Ft 50 Ft DRIVEWAY INFORMATION Width: 16 Ft Flairs: 6 Length: 98 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: TROY MCALLISTER Date: 08/13/96 SEE DRAWINGS ON SPECIAL REQUIREMENTS FOR FURTHER IMPORTANT INFORMATION spmNGAELD ~ . . __~~ . . · .. 'filrllJ'~'r/~/~~'~.}rr4"q.Lj~ ~- " , CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT CHARGE (RESIDENTIAL) Name or Company: RON HOLLAND Location: 4142 DAISY ST 4144 Developement Type: R Building Size: Job No.: 961090 Lot Size: 1. STORM DRAINAGE Impervious, Sq Ft 2120 X 0.216 Per Sq Ft 2. SANITARY SEWER - CITY Number Of PFUs 22 X 44.75 Per PFU (see Page 2) 3. TRANSPORTATION Number Of Units 2 X X Trip Rate 1. 010 X X Cost Per Trip 451.26' $911.55 Transportation Total 4. SANITARY SEWER - MWMC Number Of PFUs 22 X X Per PFU + 20.690 ,+ MWMC CREDIT If Applicable (see Page 2) TOTAL - MWMC SDC SUBTOTAL - (Add Items 1, 2" 3 & 4) 5. ADMINISTRATIVE FEES Base Charge (Subtotal Above) X , 0.50 TOTAL SDC Reviewed By: TROY MCALLISTER MWMC Admin Fee 10.00 ) Date: 08/13/96 Page 1 sq Ft $457.92 $984.50 $911.55 $465.18 $72.25 $392.93 $2,746.90 $137.34 $2,884.24 Job Number: 961090 Page 2 FIXTURE UNIT CALCULATION TABLE Fixture T.ype Number of New Fixture Unit ,Equivalent Fixture Units Bathtub Drinking Fountain Floor Drain Interceptors For Grease/Oil/Solids/Etc Inteceptors For Sand/Auto Wash/Etc Laundry Tub/Clotheswasher Clotheswasher - 3 Or More Receptor For Refrigerat6r/Water Station/Etc Receptor forCommercialSink/Dishwasher/Etc Shower, Single Stall Shower, Gang Sink, Bar, Commercial, Residential Kitchen Urinal, Stall/Wall Wash Basin/Lavatory, Single Water Closet, Public Installation Water Closet, Private Miscellaneous o o o o 0, 2 o o o 2 o 2 o 2' o 2 o 2 1 2 3 6 2 6 1 3 2 o o o o o 4 o o o 4 o 4 o 2 o 8 o 2 2 1 6 4 TOTAL FIXTURE UNITS 22 CREDIT CALCULATION TABLE: Based on assessed value. If improvements occured 'after annexation date, credits are calculated separately. (calculations are by $iOOO) Year Annexed: 1969 Credit For Parcel Or Land Only If Applicable: 20,820 X 3.47 72.25 Improvement (if after annexation date) o X 3.47 0.00 CREDIT TOTAL'= $72.25 (If land value is multiplied by 1 then the parcel/land credit is not accurate.) SYSTEM DEVELOPMENT CHARGE NA~E: ~\1\\ \b\lO.rl WORKSHEET PHONE: ~J6'54-?Ablr. ADDRESS: V22-) lYilnDtL g STArE: Qa ZIP: LOCATI~N OF PROPOSE~ ~~~=: OlsDO ' _____ _ r--- -- --.. . --- --- , Street Address: -1Y\.t ~ 4144 2Yaf51f> S~. J1.. . Plat Name: ~ ~ Tax Lot Number: 1(yz-?23303fcIS) 1. DEVELOPMENT TYPE (Check appropriate dwelling(s). SDC calculations and dwelling t ype definitions are on the back.) A. Single-Family Detached. Single Family home Manufactured home not in a park NO~ OF UNITS X $1,000 per unit = $ B. Sinale-Familv Attached . NO. OF UNITS ~ X $924 per unit = $ / f31f5 C. Multi-Familv Aoartment NO. OF UNITS X $692 per unit = $ D. Mam!fadumd Home Park NO. OF UNITS WILLAMALANE SDC X $699 per unit = $ $ -IR4f3 ,00 ;kY $ 1~4B ,00 / 1Jbl % ! $ 2. SDC CREDIT (if applicable) SDC-payer must furnish proof of Willamalane Credit qpproval. See SDC Credit Worksheet. ~ 3. TOT AL WILLAMALAN~E'NET SDC ASSESSED (if SDC reduced for Credit) I ~v~e~r~~DJepartment DJP City of Springfield ,cr