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Home My WebLink AboutPermit Building 2003-11-13Status Issued 111 \\fh Street, Springfi erd, oR 541-726-3753 phone 541-726-3676Fax 541-7 26-37 69 Inspection Line Building/Combination Permit PERMIT NO ISSUED: APPLIED: EXPIRES: YALUE: ; COM2003-0I051 77/73/2003 10n5t2003 0s/13/2004 $ 2,856.00 SITE ADDRESS: 1864 9TH ST ASSESSOR'SPARCELNO.: 1703261304600 PROJECTDESCRIPTION: Shed Springfield TYPE OF WORK: Shop TYPE OF USE: New Residential Owner: Address: MICHAEL HIATT 1864 9TH ST SPRINGFIELD OR 97477 PhoneNumber: 541-915-3569 License Expiration Date PhoneContractor Type General Plumbing Contractor OWNER OWNER BUILDING INFORMATION # of Buildings: Primary Occupancy Group: Secondary Occupancy Group: Primary Construction Type Secondary Construction Type: # of Bedrooms: SETBACKS Frontyard Setback: Side 1 Setback: Side 2 Setback: Rearyard Setback: Solar Setbacks: Street Improvements: Storm Sewer Available: Special Instruction: 20.00 14.00 Fully Improved Yes Applicant had specified taking strom Perk Test from a licensed Geologist # of Stories: Height of Structure Type of Heat: Water Type: Range Type: Energy Path: R-3 VN 13.00 Sidewalk Lot Size: Sq Sq Sq Compact: Ft Ft Overlay Dist: (1.\" s.00 Curb would. Curbside 5r and Gutter require a PUBLIC IMPROVEMENTS Notes Applicant has decided to tie storm Pase I of3 to street. Land Complex. [X' I {L # Street Trees Rqd: 120 Paved Drive Rqd: %o ofLot Coverage: CITY Building/C ombination Permit Status Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676Fax 541-7 26-37 69 Inspection Line PERMIT NO: COM2003-01051ISSUED: llll3l2003APPLIED: 10/1512003EXPIRES: 05/1312004VALUE: $ 2,856.00 Description Bid Amount Type of Construction Use Bid Amount $ Per Sq Ft Square Footage or multiplier or Bid Amount $1.00 2,000.00 Total Value of Project Amount Paid Date Paid Value $2,000.00 $2,000.00 Date Calculated 10n5t2003 Fee Description Plan Review Residential + l0oh Administrative Fee + 7Yo State Surcharge Building Permit Plan Review - Planning PIan Review Residential SDC Sanitary/Storm Admin Storm Drainage Impervious Area Storm Sewer - lst 50 Feet Total Amount Paid $29.2s $9.78 $6.8s $s2.80 $s9.00 $5.07 $2.23 s44.66 $4s.00 s2s4.64 r0n 5/03 tt/13103 tu13t03 11/13/03 tyt3t03 tUt3t03 tUt3t03 tUt3t03 tut3t03 Receipt Number 1200200000000002318 1200200000000002457 12002000000000024s7 1200200000000002457 12002000000000024s7 12002000000000024s7 12002000000000024s7 1200200000000002457 12002000000000024s7 Eees Paid Plan Reviews Initial Review Planning Review Public Works Review Structural Review 10t16t2003 10t20t2003 10t20t2003 r0t20t2003 l0/30/2003 10t23t2003 APP APP APP LLH TAJ VRJ 10t2012003 l1103/2003 APP TCM Applicant had specified taking strom drainage to drywell on site plan. A drywell would require a Perk Test from a licensed Geologist due to SCS soil type 76-Malabon Urban Land Complex. Applicant has decided to tie storm drainage to existing and outfall to street. plan check fee incorrect, should have been 34.32 not 29.95 difference 5.07 To Request an inspection call the24 hour recording at 726-3769. All inspection 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. I Slab: To be made after all inslab building service equipment, conduit piping and other equipment items are in place but prior to concrete. Pase 2 of 3 Reouired Insnections \ffi- Valuation Descriotion I Buildin g/Combination Permit Status Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676Fax 541 -7 26-37 69 Inspection Line PERMIT NO: COM2003-01051ISSUED: llll3l2003APPLIED: 10/1512003EXPIRES: 05/1312004VALUE: $ 2,856.00 2 Framing Inspection: Prior to cover and after all rough in inspections have been approved. 3 Final Building: After all required inspections have been requested and approved and the building is complete. 4 Storm Sewer Line: Prior to filling trench. 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 701.005 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- /3 -o-> Owner or Contractors Signature Date Pase 3 of3 ,5r City of Springfield OffiCial Receipt Development Services Department Public Works Department 225Fifth Street Springfield, Oregon 97 477 541-726-3759 Phone Receipt #: lZOUZOtJt Ut t Ut Ut Z45T Date: 1111312003 9:31:34AM coM2003-01051 coM2003-01051 coM2003-0l0sl coM2003-01051 coM2003-01051 coM2003-01051 coM2003-01051 coM2003-01051 Storm Drainage Impervious Area SDC Sanitary/Storm Admin Plan Review - Planning Building Permit Storm Sewer - lst 50 Feet Plan Review Residential + 7oh State Surcharge + l0o/o Administrative Fee Item Total:$22s.39 44.66 2.23 59.00 52.80 45.00 s.07 6.85 9.78 Type ofPayment Paid By Received By Batch Number Authorization Number How Received Amount Paid Check MICHAEL HIATT djb In Person Payment Total: $225.39 $225.39 di 4765 VILLAGE PLAZA L Surrr 200 Eugene,Oregon 97401 541-344-3332 NovrMerR 10, 2003 Mrmo to: MIKE HYATT 1864 9" SrREnr SpzuNcrrnlD, OREGoN 97477 RE: 10' x L2' stoRaGE sHED, NoN-coNFoRMING coNCRETE sLAB FoUNDATIoN THr RSovE-REFERENCED sHED rs coNSTRUCTED oN AN 8' RTtNFoRCED CONCRETE SLAB WITH NO THICKENING AT THE PEzuMETER EDGES. THT SLRB FOUNDATION DOES NOT CONTORM TO THE LETTEROF THE CODE BECAUSE IT DOES Nor ExTEND To rHE REeUIRED 12" oR MoRE BELow FINISH GRADE. HowEVER, STRUCTURALLY THE CONCRETE SLAB SHOULD BE ADEQT}ATE TO SUPPORT THE wEIcHT ot rHE BUTLDING AND THE coDE-REetlrRED sNow LoAD oF 25psF, srNCE THE coMBINED LoADS oNLyAMoUNT To LEss rHAN 400plr AT THE wALL pLATE. SINCT THE BUILDING Is NoT FoR HUMAN oCCUPANCYAND REQIIIRES A PERMIT oNLy BECAUSE IT Is ovERTHE HEIGHT LIMIT or 10rr As sET FoRTH rN THE NEw CoDE, WE RECoMMEND THAT InT,12, FooTING DEPTH REQ}IREMENT BE WAIVED. ARBOR SOUTH ARCHITECTURE, PC Dnnnru L. CnnueN, P.E. Srerr ENcrNrrR sffi, ffi -**m* { CITY OF SPRINGFIELD SYSTEMS DEVELOPMEN'I WORKSHEET JOURNAL OR JOB NUMBER: Com2003-01051 NAME ORCOMPANY:Michael Hiatt LOCATION 1864 9th Street TAX LOTNUMBER:17032613 tl 4600 DEVELOPMENTTYPE SINGLE FAMILY RESIDENCE NEW DWELLING I.JNITS 0 BUILDING SIZE LOT SrZE (SF):0 a E] t-] (J d rI]Fa r! 1070 1091 1092 I 093 1094 1054 1055 1054 1056 1079 1078 1. STORM DRAINAGE DIRECTRL]NOFF TO CITY STORM SYSTEM I IMPERVIoUSSF x l-T5400 COSTPER S.F $0.290 CHARGE $44.66 RUNOFF ROUTED TO DRYWELL DESIGNED AND CONSTRUCTED TO CITY STANDARDS IMPERVIOUS S.F 0.00 x COSTPER S.F $0.290 x DISCOUNTRATE 50% DISCOLINT $0.00 ITEM 1 TOTAL - STORM DRAINAGE SDC $44.66 2. SANITARY SEWER - CITY A. REIMBURSEMENTCOST: NUMBER OF DFU's 0 x COST PER DFU $22.64 : I $o.oo B. IMPROVEMENT COST: NUMBER OF DFU's 0 x COST PER DFU st7.2t : I $o.oo ITEM 2 TOTAL - CITY SANITARY SEWER SDC $0.00 3. TRANSPORTATION A. REIMBURSEMENT COST: ADT TRIP RATE 9.57 x NUMBER OF UNITS 0 x COST PER TRIP $17.23 x NEWTRIP FACTOR 1.00 B" IMPROVEMENTCOST: ADT TRIP RATE 9.57 NUMBER OF UNITS 0 x COSTPER TRIP $76.01 x NEW TRIP FACTOR 1.00 ITEM 3 TOTAL - TRANSPORTATION SDC $0.00 4. SANITARY SEWER - MWMC A. REIMBURSEMENT COST: NT'MBER OF FEU'S 0 B. IMPROVEMENT COST: NUMBER OF FEU's 0 x MWMC CREDIT IF APPLICABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE ITEM 4 TOTAL - MWMC SANITARY SEWER SD( = : I $o.oo $0.00 COST PER FEU s314.63 COST PER FEU s214.23 SUBTOTAL (ADD ITEMS I,2,3, & 4)$44.66 5. ADMINISTRATIVE FEE: SUBTOTAL s44.66 x ADM. FEE RATE 5% CHARGE $2.23 TOTAL SANITARY ADMINISTRATION FEE: TOTAL TRANSPORTATION ADMINISTRATION FEE: | 223 l-$o-^o-o- Virginia Jurasevich 10t2312003 PREPARED BY DATE TOTAL SDC CHARGES l-$A'ii-6- x x l-$0.-o6- : I $46r, DRAINAGE FIXTURE UNIT CALCULATION TABLEDrlU NUMBER OF NEW FIXTURES x UNIT EQUIVALENT = DRAINAGE FIXTTJRE LTNITS DRAINAGE FIXTURE UNITS NO. OF FIXTURES FIXTURE TYPE NEW OLD (NOTE: FOR REMODELS,CALCULATE ONLY T}IE NET ADDITIONAL FXTURES) LINIT EQUIVALENT 0 0 3 0BATHTUB DRINKING FOUNTAIN 0 0 1 0 FLOOR DRAIN 0 0 3 0 0 0 3 0INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC. INTERCEPTORS FOR SAND / AUTO WASH / ETC.0 0 6 0 LAUNDRY TUB 0 0 2 0 CLOTHESWASHER / MOP SINK 0 0 3 0 CLOTHESWASHER - 3 OR MORE (EA)0 0 6 0 MOBILE HOME PARK TRAP (I PER TRAILER)0 0 12 0 0RECEPTOR FOR REFRIG / WATER STATION / ETC.0 1 0 RECEPTOR FOR COM. SINK / DISHWASHER / ETC.0 0 3 0 SHOWER, SINGLE STALL 0 0 2 0 SHOWER. GANG (NUMBER OF HEADS)0 0 2 0 SINK: COMMERCIAL/RESIDENTIAL KITCHEN 0 0 3 0 0SINK: COMMERCIALBAR 0 2 0 SINK: WASH BASIN/DOLIBLE LAVATORY 0 0 2 0 SINK: SINGLE LAVATORY/RESIDENTIAL BAR 0 0 1 0 URINAL. STALL/WALL 0 0 5 0 TOILET, PUBLIC INSTALLATION 0 0 6 0 TOILET, PRIVATE INSTALLATION 0 0 3 0 toa set at 167 20 0 unit MISCELLANEOUS DFU TYPE NUMBER OF EDU'S TOTAL DRAINAGE FIXTURE UNITS *EDU lsa MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE YEAR ANNEXED CREDIT RATE/S1,OOO ASSESSED VALUE IS LAND ELGIBLE FOR ANNEXATION CREDIT? (Enter I for Yes, 2 for No) IS IMPROVEMENT ELGIBLE FOR ANNEX. CREDIT? (Enter I for Yes, 2 for No) BASE YEAR 0 0 CREDIT FOR LAND (IF APPLICABLE) VALUE/ IOOO s0.00 CREDITRATE $4.92x I sO.oo CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) VALUE/ IOOO CREDITRATE $0.00 x $4.92 =t 0 TOTAL MWMC CREDIT BEFORE I979 $4.92 1979 $4.92 1980 $4.83 1981 $4.77 1982 $4.64 1983 s4.47 1984 $4.30 1985 $4.09 1986 $3.78 1987 $3.41 1988 $2.98 1989 $2.52 1990 $2.06 1991 s1.64 1992 $1.45 1993 $1.31 't994 s1.13 1995 $0.97 1996 s0.82 1997 $0.63 1998 $0.41 1999 s0.22 2000 s0.04 1979