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Home My WebLink AboutPermit Building 1998-9-17 , , Page 1 COMMERCIAL/INDUSTRIAL PERMIT APPLICATION CITY OF SPRINGFIELD Job Number: 980928 COMMUNITY SERVICES DIVISION BUILDING SAFETY 225 North Fifth Street Springfield, OR 97477 Office, 726-3759 Inspection Line, 726-3769 Location of Proposed Work: 3365 GAMEFARM RD Assessors Map #: 17032200 Tax Lot #, 00901 Owner: SPRINGFIELD UTILITY Address, 250 A STREET Phone #, City/State/Zip: SPRINGFIELD, OREGON 97477 Description Of Work, SUBSTATION CONTROL HOUSE NEW Value, 0.00 PLUMBING No. Fee Charge 25.00 Storm Sewer ft. TOTAL PERMIT 25.00 MECHANICAL No. 3 Fee Charge 9.00 6.00 10.00 Vent Fan/Single Duct UNIT HEATER Permit Issuance NOTICE: THIS PERMIT SHALL EXPIRE IF THE WORK AUTHORIZED UNDER THIS PERMIT IS NOT COMMENCED OR IS ABANDONED FOR ANY 180 DAY PERIOD. 25.00 TOTAL PERMIT HANDICAP ACCESS, N OFFICE USE QUAD AREA, 5CNW LAND USE, 5300 Item Sq. Ftg Main Square Feet 796 x $/Square Feet Value ATIENTION:Oregon law requirEWfoU'~ . 00 follow rules adopted by the Oregon Utility Notification Center. Those rules al~';.,\~;:.oo in OAR 952-001-001 0 through OAn"",," 0090. You may obtain copies of the rules by calling the center. (Note: the tele.pho~e - . l. 't~I;n., f\!nhf'f"!:lItlon numoer lor Ill" VI "llu" '" "T<T"""" Center is 1-800-332-2344). TOTAL VALUE OF PROJECT BUILDING Surcharge/Admin MECHANICAL Surcharge/Admin PLUMBING Surcharge/Admin PLAN REVIEW FEE 453.25 36.26 25.00 1. 20 25.00 2.00 294.61 SUBTOTAL PERMITS 837.32 TOTAL PERMIT FEES EXCLUDING ELECTRICAL 837.32 Job Number, 980928 Receipt Number: Date Paid, Amount Received: Received By' --- VALIDATION -Sfl/(P ? l(n(9f '9- s 7. 32 /J ~?J~ Page 3 / Job Number, 980928 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 11*11 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. FOOTING - After trenches are excavated. SLAB - To be made after all ins lab building service equipment, conduit piping, and other equipment items are in place but prior to concrete STORM SEWER LINE - Prior to filling trench. MASONRY - Steel location, bond beams grouting or verticals in accordance withUBC 2415. STRUCTURAL MASONRY - To be done during constr by State Certified Special Inspector. Provide results to City Building Inspector. ROUGH MECHANICAL - Prior to cover. ROUGH ELECTRICAL - Prior to cover. ELECTRICAL SERVICE - Must be approved to obtain permanent power. FRAMING - Prior to cover. INSULATION - Floor; prior to decking wall/Ceiling; Prior to cover FINAL MECHANICAL - When all mechanical work is complete. FINAL ELECTRICAL - When all electrical work is complete. 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 --- DRC 96-06-118, PLANNER-LYDIA NEILL Plans Reviewed By, LORNE PLEGER Building Site Reviewed By, LISA HOPPER Date: 09/10/98 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 of plans will remain on the site at all times during construction. ~\J,,~ Signature LJT- cr//7/C}fs Date I ( r , JOURNAL OR JOB NO. ~~y~~ . ATTACHMENT A . . CITY OF SPRINGFIELD SYSTEMS DEVELO~ENT CHARGE WORKSHEET ..,_r- :. NAME OR COMPANY: 5{j Ii LOCATION: 3ri'r:..'- (;1'1-.1_ h./.H ~ DEVELOPMENT TYPE: ~AI-,0/ A.ou!d. F:. /Ju2~ ~6~,f/o~ }, .JJ'. .if" BUILDING SIZE: :17 -Y ,:Jj-=-. h>t:':---, OT SIZE SQ. Ft. 1. STORM DRAINAGE - ,4r c-,f-~d /'!U-.t_ - /Vt (<~N"e-....f,,;,.., ~ c"'fYY;?/A, IMPERVIOUS SQ. FT. ...-- X $0.227 PER SQ. FT. $ ~ 2. SANITARY SEWER-CITY NO. OF PFU'S ~ (See Reverse Side) X $47.14 PER PFU $ ~ 3. TRANSPORTATION. NO OF UNITS X TRIP RATE X COST PER TRIP X X $475.32 $ -r9- X X $475.32 $ 4. SANITARY SEWER-MWMC A. REIMBURSEMENT COST: NO. OF FEU'S X PER FEU $ -C3- B. IMPROVEMENT COST: NO. OF FEU'S X PER FEU $ -G=-- MWMC CREDIT IF.APPLICABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE <$-&-- > $ 10.00 TOTAL -MWMC SDC $ '--- ~ SUBTOTAL (ADD ITEMS 1,2,3 & 4) $ ~ 5. ADMINISTRATIVE FEES: BASE CHARGE (SUBTOTAL ABOVE) X .05 $ k tf.y........ Date: ~/~Ag // $'1ly:C'oordinator TOTAL SDC $ & AITACH'A.WPD I FIXTURE UNIT CALCULA TION TABLE: Number of New Fix_s' X Unit Equivalent = Fixture yrfits ',' (NOTE: For remodels, calculate onee NET additional fixtures) . NUMBER OF UNIT FIXTURE FIXTURE TYPE NEW FIXTURES EQUIVALENT UNITS Bathtub...................................................................... . Orinking 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 Trailer).................. Receptor For Refrigerator/Water Station/Etc........ Receptor For Commerciai Sink/Dishwasher/Etc.. Shower, Single Stall..............:.................... .:............ Shower, Gang,................................... ...................... Sink: Bar, Commercial. Residential Kitchen........................ Urinal, Stall/Wall...,..,................................................ Wash Basin/Lavatory, Single.................................. Toilet. Public Installation........................................ Toilet, Private....................................................... Miscellaneous: 2 1 2 3 6 2 6 6 1 3 2 1/Head 2 2 1 6 4 TOTAL FIXTURE UNITS = CREDIT CALCULATION TABLE: calculate credits separates. r- Year I Annexed II I Based on assessed value. If improvements occurred after annexation date in table, Rate per $1.000 Assessed Value 'iI I i Rate per $1,000 Assessed Value Year Annexed l 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 Credit for Parcel or Land Only If Applicable X $ = (Rate X Assessed Value) X $ = IRate X Assessed Value) CREDIT TOTAL = $ Improvement (if after annexation 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 $1.98 1,55 1.15 0.96 0.83 0.67 0.52 0.38 0,21 'I' , ...... ~ VOGENEY Ken . . From: Sent: To: Cc: Subject: JACOBSON Alexander J Thursday, August 06, 19987:36 AM 'VOGENEY Ken' MEDUNA Ray; L1NAHAN Bob RE: SUB's Gateway Substation Control House, Building Permit NO.9 80928 Ken: This project belongs to Tom Weller, but he is on vacation for a couple weeks so I will tell you what I know. . In conjunction with our transformer's oii containment system, we have installed 150 foot sections of slotted 6" PVC along the east and west fencelines of the substation. The yard is crowned with a two percent slope running to the east and west. These slotted PVC's act as industrial sized french drains, which work because of the soil profile. At 2 foot depth. the site has medium dense sandy silt, and at 5 feet, a cobbly, sandy gravel layer. We have installed the drains at a depth penetrating two feet into the cobbly/gravei layer. We intend to utiiize these drains to continue to capture the runoff from the control house roofs tributary area. This system proved more than adequate for the heaviest storm rains this last winter, The site never exhibited standing water and maintained its bearing capacity at all times, reinforcing my belief that the site is' very well drained. Please call me direct at 744-3717 or 954-2465 (cell) with any questions. > -m-Original Message----- > From: VOGENEY Ken [SMTP:kvogeney@cLspringfield.or.us] > Sent: Wednesday, August 05, 1998 11:45 PM > To JACOBSON Alexander J (SUB) > Cc: PLEGER Lome W > Subject: SUB's Gateway Substation Control House, Building Permit > No. 980928 > > AJ: > > I was looking through your submittal for the new Control House at the > Gateway Substation, and I didn't see any information about site storm > drainage except a reference in the specifications to provide splash > blocks. > > Does this site have a developed drainage system? If not, where does > the > water go? > > I'll be out of the office until Monday, 8/10. so maybe you could call > me > then and we can discuss the drainage in more detail. > > Thanks, > Ken Vogeney > Springfield Public Works 1