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Home My WebLink AboutPermit Building 1998-9-14 SPRINGFIELD CITY OF SPRINGFIELD COMMUNITY SERVICES DIVISION BUILDING SAFETY 225 North Fifth Street Springfield, OR 97477 Location of Proposed Work: 5251 MAIN ST Assessors Map #: 17023331 Page 1 980960 Office: 726-3759 Inspection Line: 726-3769 Tax Lot #: 07202 Owner: MCKENZIE STATE BANK Address: 170 SOUTH 2ND #200 Phone #: City/State/zip: COOS BAY, OREGON 97420 Description Of Work: TEMPORARY BANK NEW Name Architect: GERALD MCDONNEL Address PLUMBING No. Sanitary Sewer Water Service Storm Sewer BACKFLOW DEVICE 240 45 364 ft. ft. ft. TOTAL PERMIT HANDICAP ACCESS: Y -- OFFICE USE QUAD AREA: 3CSC LAND USE: 5300 Item MODULAR SITE IMPS Square Feet x TOTAL VALUE OF PROJECT BUILDING Surcharge/Admin MECHANICAL Surcharge/Admin PAVING VALUE PLUMBING Surcharge/Admin MODULAR SETUP 5'I.,trnJ PLAN REVIEW FEE CITY SDC FEES 58,000.00 SUBTOTAL PERMITS TOTAL PERMIT FEES EXCLUDING ELECTRICAL Value: Fee $/Square Feet 0.00 Phone Charge 55.00 25.00 85.00 10.00 175,00 Value 9,000.00 9,000,00 ~ 74.50 5.97 0.00 0.00 307.00 175.00 14.00 /' 90.00 _'3}7. 217.10 20,316.94 21,200.51 21,200.51 Job Number: 980960 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 u*n 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. GRADING/EXCAVATING/FILLING - To be done during constr by Special State Certified Inspector. Provide reports/tests to City Building Inspector WATER LINE - Prior to filling trench. BACKFLOW DEVICE - After device is installed but before backfilling trench. SANITARY SEWER LINE - Prior to filling trench. STORM SEWER LINE - Prior to filling trench. UNDERGROUND ELECTRICAL - Prior to Cover. FOUNDATION - After forms are erected but prior to concrete placement. FINAL PAVING - After paving is complete. FINAL PLUMBING - When all plumbing work is complete. FINAL ELECTRICAL - When all electrical work is complete. FINAL FIRE - When all Fire Department requirements have been met. been met. FINAL SITE PLAN - After all requirements have been met for Minimum Development Standards or from the Development Agreement. FINAL BUILDING - When all required inspections have been approved and the building is complete. --- ADDITIONAL COMMENTS --- DRC #98-01-030, PLANNER IS KITTI GALE SITE PLAN REVIEW JOURNAL #98-01-030, KITTI GALE, PLANNER TEMPORARY BANK BUILDING TO BE REMOVED WHEN NEW BANK BUILDING IS COMPLETED Plans Reviewed By: LORNE PLEGER Building Site Reviewed By: LISA HOPPER Date: 09/02/98 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 ORB 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. ~ A. ,/)~ _J --- s~ure A-Ji:'n-f-~::- o:v~ 9-/</-98 Date SPRINGFIELD Job Number: 980960 Receipt Number: Date Paid: Amount Received: Received By: , ~I --- VALIDATION .7' J tllZ &7-N,9~ ? /. 2cO,o S-/ ~...~- //P . Page 3 . . JOURNAL O~ 9bO'7i-:o .... ATTACHMENT A. ... - CITY OF SPRINGFIELD SYSTEMS DEVELO~ENT CHARGE WORKSHEET ;/ NAME OR COMPANY: .,(!c... t.,/1.-,'7o,'2 .5..hd~ !{\40. k -re..4"'>/hY.,,"/,' ~,'l'~ LOCATION: ,tt:).2. -J j .//,.~..~ 'l:f--_ DEVELOPMENT TYPE: ;;;'//'1 /",y,';.n/ X'..,~ k . / / BUILDING SIZE: f'.! r("C: ~ .:t 772 LOT SIZE SQ. Ft. 1. STORM DRAINAGE IMPERVIOUS SQ. FT. IL"JH/-. , ~/ X $0.227 PER SQ. FT. $ ..: )?f.l- 2. SANITARY SEWER-CITY NO. OF PFU' S j 2 (See Reverse Side) ___ . . _ j.., ~ /(1"/": lfio.J..,:;,=-.:b'>2.:::5! i:W- '1//I'if./J-r': .iolz,j rr'i;7'j:: 651>;:J / 3. TRANSPORTATION . (..0/')"',72.<.' ~ 0.0/1& f"/"/Gf-- NO OF UNITS X TRIP RATE X COST PER TRIP - ) . ~ ,;(77.2 xc":, Nd! X $475.32 -:(3,1..7/)6175-=-< ~fJ~>,)7"7 X $47.14 PER PFU i,'e $ ~/ c- 011,.-../ X X $475.32 $ 4. SANITARY SEWER-MWMC A. REIMBURSEMENT COST: c8 NO. OF FEU'S ,,",771. X dr-PER FEU ,:;:k") $ _~ 76 .:0- B. IMPROVEMENT. COST: NO. OF FEU'S :? 771 X I?- f:3-. PER FEU TOTAL-MWMC SDC .7,/ -.1 ~ $.'). 13 < $ 17/ - > $ 10.00 o~ $ L/y-/3- .. '17 ~WC;- ,>,7 $ CJ67 - MWMC CREDIT IF APPLICABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE SUBTOTAL (ADD ITEMS 1,2,3 & 4) 5. ADMINISTRATIVE F~~2: BASE CHARGE (SUBTOTAL ABOVE) X .05 h'^-- Li-ct?~:r Date: "'110-vA"& /' SOC ~ordi nator / / ATTACH'A.WPD TOTAL SDC Zf- $,.(o.llt.- FIXTURE UNIT CALCULATION TABLE: Number of New Fixtures X Unit Equivalent = Fixture Units (NOTE: For remodels, calculate onl.e NET additional fixtures I . . - NUMBER OF UNIT FIXTURE FIXTURE TYPE NEW FIXTURES EQUIVALENT UNITS ., Bathtub..................................................................... . Drinking 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 Commercial Sink/Dishwasher/Etc.. Shower, Single StalL...................... ...........:.............. Shower, Gang................. ......................................... Sink: Bar, Commercial, Residential Kitchen........................ Urinal, Stall/WaiL...................................................... Wash Basin/Lavatory, Single.................................. Toilet, Public Installation........................................ Toilet, Private........................... ............................ Miscellaneous: 2 1 2 3 6 2 6 6 1 3 2 l/Head I 2 ~ 2 ;;. 1 -:> 6 f:( 4 /1 TOTAL FIXTURE UNITS = . .') /.- CREDIT CALCULATION TABLE: Based on assessed value. calculate credits separates. I ~ , Year ,...' Annexed m t,;() / I ;1 If improvements occurred after annexation date in table, Rate per $1,000 Assessed Value Year Annexed I Rate per $1,000 Assessed Value ~_. 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 $1.98 1.55 1.15 0.96 0.83 0.67 0.52 0.38 0.21 Credit for Parcel or Land Only If Applicable L/..)7 X $ iji-I ~ (Rate X Assessed Value) X $ = (Rate X Assessed Value) CREDIT TOTAL /J'" /71 Improvement (if after annexation date) /1 = $ /'7 j- 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 / ( @ . . Branch Engineering J'Ep Of ~9& . September I, 1998 310 5th Street Springfield, Oregon 97477 (541) 746-0637 Fax (541) 746-0389 \ Masood Mirza City of Springfield 225 5th Street Springfield, OR 97477 Re: McKenzie State Bank Transportation SDCs Attached is the Systems Development Charge (SDC)estimate prepared by Ken Vogeney for the McKenzie State Bank development At the developers request we reviewed the estimate and noted the transportation SDCs are based on all trips generated by the bank facilities. Contact was made with Ken V ogeney to determine if the transportation SDCs could be based on only primary trips. Per our discussion, McKenzie State Bank will not be assessed fees for pass-by trips. The McKenzie State Bank Traffic Impact Study stated 30 percent of the site generated trips were estimated to be pass-by trips. This estimate was based on data obtained from the :frio (T"neration manual, 1995 published by the Institute of Transportation Engineers. A study performed at an existing bank indicated 55 percent of the trips generated by the drive-in bank were primary trips and 45 percent were diverted linked trips or pass-by trips. A conservative estimate of 30 percent pass-by trips was made for this development as there is limited data available to accurately determine the pass-by trip percentage. As detailed in the traffic impact study, the development is projected to generate 93 total trips during the PM peak hour. Using an estimate of30 percent pass-by trips, the development should be assessed for 65 primary trips during the PM peak hour. CIVIL Cl D 1U1J q /9/ c, \ . /. Sincerely, /7 ." , -;;:-. /:.1. ~ ./ " " {/ James A. Branch, P.E. cc: John Moretti, McKenzie State Bank \. TRANSPORTATION /