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Home My WebLink AboutPermit Building 1997-9-8 ':J SPRINGFIELD /.:tI'~.}Nt.}~ Page 1 COMMERCIAL/INDUSTRIAL PERMIT APPLICATION CITY OF SPRINGFIELD Job Number: 970371 COMMUNITY SERVICES DIVISION BUILDING SAFETY 225 North Fifth Street Springfield, OR 97477 Office, 726-3759 Inspection Line, 726-3769 Location of Proposed Work: 5703 MAIN ST Assessors Map #, 17023341 Tax Lot #, 03400 owner: WASHINGTON MUTUAL Address: 1191 SECOND AVENUE Phone #, 206-461-8646 City/State/Zip: SEATTLE, WA 98101 Description Of Work: BANK Value, NEW 0.00 Name Architect, CALLISON ARCHIT Address 1420 5TH, #2400, SEATTLE,WA Phone 206-623-4646 --- PLUMBING --- NO. 6 Fee Charge 60,00 Single Fixture TOTAL PERMIT 60.00 HANDICAP ACCESS, Y -- OFFICE USE QUAD AREA: 3CSC LAND USE: 5300 Item Sq. Ftg Main $/Square Feet Value 461,277.00 Square Feet 4130 x TOTAL VALUE OF PROJECT 461,277.00 Plan Check Fee: 354.58 Rec #, 24851 Date: 03/13/97 Rec By, LISA HOPPER BUILDING Surcharge/Admin MECHANICAL Surcharge/Admin PAVING VALUE 39,189.00 PLUMBING Surcharge/Admin SDC FEES PLAN REVIEW ADJUST. 1,247.50 99.81 0.00 0.00 238.00 60.00 4.80 38,545,07 456.30 SUBTOTAL PERMITS 40,651. 48 TOTAL PERMIT FEES EXCLUDING ELECTRICAL 40,651. 48 NOTICE: THIS PERMIT SHALL EXPIRE IF THE WORK AUTHORIZED UNDER THIS PERMIT IS NOT COMMENCED OR IS ABANDONED FOR ANY 180 DAY PERIOD. * SPAINGFIELD Job Number, 970371 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 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. SANITARY SEWER LINE - Prior to filling trench. STORM SEWER LINE - Prior to filling trench. UNDERGROUND ELECTRICAL - Prior to Cover. 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 STRUCTURAL CONCRETE in excess of 2500 psi. To be done during constr. by State Cert. Insp. Results to City Building Inspector MASONRY - Steel location, bond beams grouting or verticals in accordance with UBC 2415. STRUCTURAL MASONRY - To be done during constr by State Certified Special Inspector. Provide results to City Building Inspector. ROUGH PLUMBING - Prior to cover. ROUGH MECHANXCAL - 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 INSUL-V.B./SUB, TO BE CALLED FOR AT SAME TIME AS SUB FRAMING INSPECT DRYWALL - Prior to taping. BOLTS INSTALLED IN CONCRETE - To be done by State Certified Special Inspector. Provide inspection/test reports to City Building Inspector CEILING GRID CEILING GRID/SUB: 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/SUB 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 --- SPRINGFIELD 'I:jl'~ Job Number: 970371 Page 3 DRC #96-12-257, PLANNER IS LAUREN LEZELL SITE REVIEW JOURNAL #96-12-257, LAUREN LEZELL, PLANNER Plans Reviewed By: LORNE PLEGER Building Site Reviewed By, LISA HOPPER Date, 05/02/97 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 0' ?/lI7 00 <>, "", "' .n Ho", ,.Ho, ~"';::v r 7 S1~~ Date --- VALIDATION Date Paid: Z:7~?&; f/fr/?" ? '-Ib 6 5/. -f.~ ,(~~ Receipt Number: Amount Received, Received By: CITY JOB NO. 3....7 n "{ 7.1. . ATIACHMENT A . OF SPRINGFIELD SYSTEMS DEVEL~ENT CHARGE WORKSHEET NAME OR COMPANY: _/A)A.~~'^,(.,IbN MUT"tJAI LOCATION: ~t; 7 t?~ HAl"; .'<;T DEVELOPMENT TYPE: BAoJl'-. /VI"-H D~/IJb-JN nu..6/L. - (~S)X37" 45"x7D: BUILDING SIZE: 4 1'\0 ""c:: LOT SF> , SO, Ft. 1, STORM ORA !N!!-GF EO",,,-r,,..,,, ilHPAv/fJ) a,,'LD"'" PAD A.....-4 tPoX/80"- IMPERVIOUS SO, FT, ...L!2, Rno 2. SAN!TARY SF~FR-crT~ X $0.226 PER SQ. FT, $ 7; .4>40./30 NO, OF PFU' S /,'7 (See Reverse Side) X $46.86 PER PFU $ 7"fl.. {,2 3. TRANSPORTATION FIi. DH 112AJ"~/C. Sr....p'1'. $&6 A1TA<H~D 'NO OF UNITS X TRIP RATE X COST PER TRIP 6C( P,.. PF.-:: JIlt... X X $472.49 $ 7,2:~81 X X $472.49 $ X X $472.49 $ 4. SANITARY S[~[R-M\o;MC - f,,,,,,,r'4L r'-'.rr-r<>r.."'." 2o/J,3Z/T6S1= T6S~ T65F NO. OF FB::FS 4.1<0 X Z0.5.<Z- PER HlJ + $10 MWMC/ADM FEE $ ?7D,'?tD MWMC CREDIT IF APPLICABLE (SEE REVERSE) $ TOTAl -MWMr. sor. $ SUBTOTAL (ADD ITEMS 1.2.3 & 4) $ 3t.} 7D'1...5"t. 5. AOMTNTSTRATTVF FFFS BASE CHARGE (SUBTOTAL ABOVE) X .05 $ 'IR~I>,4R fj~~1 SDC Coordinator Date:J- z~-q] TOTAL SDC $ 311 ."4U7 ) . riA. voc un.. I vJ-U_\""UL~ IIVI~ . HOL.e.. Numoer or New FIX,-S X. Unit tquivalent = Fixrure t.:nits ':., (NOTE: For remodels, calculate o.e NET additional fixtures) . ' 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/Wall......................,...... ,... '............' '..'.... Wash Basin/Lavatory, Single..,........................,...... Toilet. Pubiic Installation"......, '.........,.,...............", Toilet, Private....................."..,.......................,..... Miscellaneous: 2 1 2 3 6 2 6 6 1 3 2 i/Head 2 2- 2 3 1 :2, 2- 6 .2- 4 TOTAL FIXTURE UNITS = 1.7 CREDIT CALCULATION TABLE: calculate credits separates, Ir Based on assessed value. If improvements occurred after annexation date in table, Year Annexed Rate per $1,000' Assessed Value Year Annexed Rate per $1,000 Assessed Value 1979 or before 1980 1981 1982 1983' 1984 1985 1986 $3.97 3.89 3.83 3.70 3.55 3.39 3.20 2.91 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 $2.56 2.17 1.73 1.31 0.92 0.74 0.61 0.45 0.31 0.17 Credit for Parcel or Land Only If Applicable X $ (Rate X Assessed Value) X $ , (Rate X Assessed Value) = Improvement (if after annexation datel = CREDIT TOTAL = $ RUNOFF COEFFICIENTS FOR STORM DRAINAGE (For Estimating Purposes Only) fidSiden(ial... :....... ... ,.... ........ 0.4 Commerical......................... 0.9 Industrial............................ 05 Governmental...................... 0.5 IMPERVIOUS AREA = TOTAL LOT SIZE X RUNOFF COEFFICIENT I I . IJ . . . .~ . . I . II . I . . . . . . McKenzie Crossinj! Shopp;n!! Center TlA The resulting trip generation values for the proposed development are as follows: 'I I I Land Use I Shopping Center (9,500 Sq. Ft.) IDrive-in Bank (4,100 Sq. Fl.) ~ TIUP GENERATION For Proposed Shopping Center Expansion PM Peak Hour Daily Enter Exit Total 478 22 23 45 -'>--> 1,068 34 35 69 ,~ 1.546 56 58 114 Some of the trips generated by the development will be pass-by trips. In the case of new development, trips will be attracted from the passing traffic on adjacent streets. Thus, when forecasted trips based on the trip generation rates are distributed to the adjacent streets, some reduction may be applied to account for those trips already there, which will be attracted to the ....v...v"OO development. However, as a conservative approach, no trip reduction factors for pass- by trips were applied to the site generated traffic in this report. Trip Distribution/Traffic Assignment Site generated trips were distributed onto the adjacent road system based on existing traffic volumes at the Main Street intersections with 54th Street, Eugene-Springfield Highway, and 58th Street. The resulting trips were distributed as follows: Branch Engineering Page 5