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Home My WebLink AboutPermit Building 1999-8-20 SPRINGFIELD Page 1 COMMERCIAL/INDUSTRIAL PERMIT APPLICATION CITY OF SPRINGFIELD Job Number: 991041 COMMUNITY SERVICES DIVISION BUILDING SAFETY 225 North Fifth Street Springfield, OR 97477 Office: 726-3759 Inspection Line: 726-3769 Location of Proposed Work: 2000 HENDERSON AVE Assessors Map #: 18030320 Tax Lot #: 00190 Owner: FARWEST STEEL CORP Address: 2000 HENDERSON AVENUE Phone #: 686-2000 City/State/Zip: EUGENE, OREGON 97403 Description Of Work: CONCRETE PAD FOR TANK ADDITION Value: 0.00 Name Architect: SCHAUDT Address Phone Contractor Const. Contractor # Expires Phone General: BROWN CONTRACTI 0114260 PO BOX 26439 EUGENE OR 974020000 05/30/00 338-9345 HANDICAP ACCESS: N -- OFFICE USE QUAD AREA: 5ISW LAND USE: 3999 Item FOUNDATION SLAB Square Feet x $/Square Feet Value 9,000,00 TOTAL VALUE OF PROJECT 9,000.00 Plan Check Fee: 48,43 Rec #: 35060 Date: 07/30/99 Rec By: LORNE PLEGER BUILDING Surcharge/Admin MECHANICAL SurCharge/Admin PLUMBING Surcharge/Admin CITY SDC FEES 74.50 ~7.W; 0,00 0.00 0.00 0.00 109,62 SUBTOTAL PERMITS 190 99 TOTAL PERMIT FEES EXCLUDING ELECTRICAL ~o...o9 PJ/. ~ SPRINOFIELD Job Number: 991041 Page 2 REQUIRED INSPECTIONS It is the responsibility of the permit holder to see that all inspections are made at the proper time. To request an inspection, call 726-3769 (recorder), state your City designated job number, job address, type of inspection requested and when you will be ready for inspection. Requests received before 7:00 a.m. will be made the same working day, requests made after 7:00 a.m will be made the following work day, Special Inspections: In accordance with a special inspector shall be employed by construction of any following lI*rr work. shall be furnished to Building Safety. Section 306 of the State Specialty Code the Owner/Contractor during A copy of the special testing reports In addition to the inspections specified, the Building Official may make or require other inspections of any construction work to ensure compliance with the Building, City or Development Code. STRUCTURAL CONCRETE in excess of 2500 psi. To be done during constr. by State Cert. Insp. Results to City Building Inspector BOLTS INSTALLED IN CONCRETE - To be done by State Certified Special Inspector. Provide inspection/test reports to City Building Inspector FOOTING - After trenches are excavated. FOUNDATION - After forms are erected but prior to concrete placement. SLAB - To be made after all inslab .building service equipment, conduit piping, and other equipment items are in place but prior to concrete FINAL FIRE - When all Fire Department requirements have been met, been met. FINAL BUILDING - When all required inspections have been approved and the building is complete, --- ADDITIONAL COMMENTS --- Plans Reviewed By: LORNE PLEGER Building Site Reviewed By: LISA HOPPER Date: 08/18/99 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 project address is readable from the street, that the permit card is located at the front of the property, and the approved set "' ".o~ O~~:'::" ., ." "oo, '"0'" OO"'""O:;:;;,,~,f Signature t/ " Date! / Job Number: 991041 Receipt Number: Date Paid: Amount Received: Received By: --- VALIDATION OlS .Lrtr- 6/20/qq r 51/Q' ( A '-;Y X'Yn-lkL- Page 3 . JOURNAL OlilllllOB NO. 991o~ / ATTACHMENT A . . . 'CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT CHARGE WORKSHEET NAME OR COMPANY: ~Wes:f' ~......./ LOCATION: ~()OO ~deJ-Y~59I.-, . 4/~ 1. STORM DRAINAGE I?Ji. J;n/ s:h,// 1\ e c / <41 k< . t LOT SIZE - ~ ,$2/i--e - /5' I J<,fd "" Y5'oP SQ.Ft. DEVELOPMENT TYPE: BUILDING SIZE: IMPERVIOUS SQ, FT. 9:")0 X $0,232 PER SQ. FT, 2. SANITARY SEWER-CITY - #0 CI~Je NO, OF PFU'S X $48,27 PER PFU (See Reverse Side) 3. TRANSPORTATION - ~ U~ NO OF UNITS X TRIP RATE X COST PER PM PEAK HOUR TRIP .yo s /CW'- s -&- X X $486,73 PER TRIP ;; e- X X $486.73 PER,TRIP s 4, SANITARY SEWER-MWMC -/lJo GG,~,LJ ,tV A. REIMBURSEMENT COST: .' j! NO, OF FEU'S X PER FEU s B. IMPROVEMENT COST: NO. OF FEU'S X PER FEU s MWMC CREDIT IF APPLICABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE <5 > S 10.00 TOT AL-MWMC SDC s -e- SUBTOTAL (ADD ITEMS 1,2,3 & 4) /ycl 5 /0"/- ;l;Z $ .?;- 5, ADMINISTRATIVE FEES: BASE CHARGE (SUBTOTAL ABOVE) X .05 I~~ Date: Bjpy /f SDC(Jloql'\/inator ATTACH'A.WPD TOTALSDC iP.J. $ /O'} - FIXTURE UNIT CALCULA TION TABLE: Number of New Fixtures X Unit Equivalent = Fixture Units (NOTE: For remodels, calculate only thee additional, fixtures) . NUMBER OF UNIT FIXTURE FIXTURE TYPE NEW FIXTURES EQUIVALENT UNIT!; " . Bathtub" "." ,......"" ".".."........................'................... Drinking Fountain...."..".."" "...."" ......" ......."" "",.., Floor Drain." .......", ........ ".................. .....".." "."" "... Interceptors For GreaselOiVSolidslEtc...............,,"" Interceptors For Sand/Auto WashlErc"......""....".." Laundry Tub/Clotheswasher/Mop Sink..........."""." Clotheswasher - 3 Or More."."...............".."...."..... Mobile Home Park Trap (I PerTraiIer)....""....""... Receptor For Refrigerator/Water Station/Etc."..."... Receptor For Commercial SinklDishwasherlEtc"".. Shower, Single Stall............",,,..........,,...,,,,,,,,,,,,,,,.. Shower, Gang.......,' ......................."""...."..",,,,,,,,,,, Sink: Bar, Commercial, Residential Kitchen"".""", Urinal, Stall/W all., .......", ".............", .....", ..."" ".""" Wash Basin/Lavatory, Single....""",......"......",,,.,,,, Toilet, Public Installation......",..........,......,,,,,,,.,,,,,,. Toilet, Private"......."........"""",...............",,,....,,,,.. Miscellaneous: 2 I 2 3 6 2 6 6 I 3 2 l/Head 2 2 I 6 4 TOTAL FIXTURE UNITS CREDIT CALCULATION TABLE: Based on assessed value, If improvements occurred after annexation date in table, calculate -:!edits separately. ,u' Year Annexed Rate per $ I ,000 Assessed Value 1979 or before 1980 1981 1982 1983 1984 1985 1986 1987 1988 $4.47 4.38 4,32 4,20 4,03 3.88 3.68 3.38 3,03 2,62 Credit for Parcel or Land Only If Applicable X $ (Rate X Assessed Value) Improvement (if after annexation date) X $ (Rate X Assessed Value) CREDIT TOTAL =$ RUNOFF COEFFICIENTS FOR STORM DRAINAGE (For Estimating Purposes Only) Residential......",.................. 0.4 Commerical......................... 0.9 Industrial.,..,,,.....'''........'''.... 0.5 GovemmentaL.................... 0.5 FtXUNIT,WPD IMPERVIOUS AREA = TOTAL LOT SIZE X RUNOFF COEFFICIENT "