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Home My WebLink AboutPermit Building 1997-10-23 1'4' Page 1 COMMERCIAL/INDUSTRIAL PERMIT APPLICATION CITY OF SPRINGFIELD Job Number: 971269 COMMUNITY SERVICES DIVISION BUILDING SAFETY 225 North Fifth Street Springfield, OR 97477 Office: 726-3759 Inspection Line: 726-3769 Location of Proposed Work: 4061 MAIN ST Assessors Map #: 17023141 Tax Lot #: 04600 Owner: BENCHMARK NW Phone #: 484-1601 Address: 1142 WILLAGILLESPIE ROACity/State/Zip: EUGENE, OREGON 97401 Description Of Work: RETAIL & WAREHOUSE NEW Value: 0.00 Name Architect: BRANCH ENGINEER Address Phone Contractor Const. J':. 4'0j3ntractor # ~Ql ~ -1(/J':. ,.o~ 0 ~v 3 1 EUgen~ f641:r~5~) ~L ~~, ~. tr.. . ~ "IIdrMR "ilr111 ~ - ~~,,"~"4~~ ~~ ~;.. O~ ~ ~ ,.o~ 1S' ~ ~~ f e~Q -1& ~ ,<) ~ J':. ft. f:? ~~ ~ ~~ ft . V1t~ ~J- Itn ~~ ~~ ~1"" V~ VJ- Expires Phone General: ESSEX PO Box 5251 11/10/97 343-5765 No. 12 Fee Charge 120.00 70.00 25.00 115.00 10.00 Single Fixture Sanitary Sewer Water Service Storm Sewer BACKFLOW DEVICE 267 50 569 TOTAL PERMIT 340.00 --- MECHANICAL --- No. 4 Fee Charge 12.00 10.00 Vent Fan/Single Duct Permit Issuance TOTAL PERMIT 25.00 HANDICAP ACCESS: Y ZONING CODE: CC -- OFFICE USE QUAD AREA: 3CSC LAND USE: 5300 / Item Sq. Ftg Main Square Feet 10087 x $/Square Feet Value 170,000.00 TOTAL VALUE OF PROJECT 170,000.00 BUILDING 590.50 ~ c' " SPRINGFIELD ~- Job Number: 971269 Page 2 Surcharge/Admin MECHANICAL Surcharge/Admin PAVING VALUE PLUMBING Surcharge/Admin SIDEWALK CURB CUT IN LIEU ASSMT SDC FEES PLAN REVIEW FEE 70,000.00 47.25 25.00 1. 20 343.00 340.00 27.20 15.40 15.40 5,361.86 7,808.05 383.83 SUBTOTAL PERMITS 14,958.69 TOTAL PERMIT FEES EXCLUDING ELECTRICAL 14,958.69 EkEZ-r~......r ~.~ '/".a7;#. (. ~ tt;/-9' -/7 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 "*" work. shall be furnished to Bui~ding 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. TEMPORARY POWER UNDERGROUND ELECTRICAL - Prior to Cover. WATER LINE - Prior to fil~ing trench. SANITARY SEWER LINE - Prior to filling trench. STORM SEWER LINE - Prior to filling trench. FOOTING - After trenches are excavated. FOUNDATION - After forms are erected but prior to concrete placement. BOLTS INSTALLED IN CONCRETE - To be done by State Certif~ed Special Inspector. Provide inspection/test reports to City Building Inspector MASONRY - Steel location, ,bond beams grout{ng 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 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 DRYWALL - Prior to taping. HIGH STRENGTH BOLTING - T~ be done during constr by State Certified Special Inspector. Results provided to City Building Division. CEILING GRID INSUL-V.B./SUB: TO BE CALLED FOR AT SAME TIME AS SUB FRAMING INSPECT SPRINGFIELD Job Number: 971269 Page 3 MECH/SUB: FOLLOWING ROUGH MECHANICAL APPROVAL, PRIOR TO COVER ROUGH GRADING - After gravel is in place but prior to placing concrete FINAL PAVING - After paving is complete. 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 Developm~nt Standards or from the Development Agreement. FINAL BUILDING - When all required inspections have been approved and the building is complete. --- ADDITIONAL COMMENTS --- DRC 97-04-93, PLANNER IS LAUREN LEZELL SITE PLAN REVIEW JOURNAL #97-04-93, LAUREN LEZELL, PLANNER ADDITIONAL INSPECTIONS WHICH WOULD NOT FIT BELOW,CURBCUT AND SIDEWALK Plans Reviewed By: LORNE PLEGER Building Site Reviewed By: LISA HOPPER Date: 10/08/97 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 Orqinances 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. )--!fJJAAtLa., ~ Sigri:ature !O/76!CJr Date Date Paid: --- VALIDATION !l1)<6P _ (().Cl~(V 1 ~1 0 \cW c~_N\_) Receipt Number: Amount Received: Received By: Page 1 ENGINEERING DIVISION DEVELOPMENT PLAN REVIEW RESIDENTIAL IMPROVED STREET Developer: BENCHMARK NW Mail Address: 1142 WILLAGILLESPIE ROAEUGENE, OREGON Tax Lot #: 1702314104600 Project Address: 4061 Subdivision: Lot: Blk: Eng. Job 97401 Phone MAIN ST Rev. No.: No.: 971269 #: 484-1601 Book: Street Gravel Ac Mat 4061 MAIN ST EXISTING IMPROVEMENTS Curb Full Imp SW Width Curbside Setback Y 5 FEET 12:1 FLAIRS Existing Curbcut: N ENGINEERING REQUIREMENTS Additional Right of Way: N Improvement Agreement: N Easements: N SANITARY SEWER CALL THE UTILITIES NOTIFICATION CENTER BEFORE YOU DIG 1-800-332-2344 Available: Y Stubbed Out To Property Line: Y Depth: 4-6 Ft Size of Line: 27 In. Tee: 6 In. Location From N, S, E, W Property Line: AS SHOWN ON DRAWING OR AS-BUILT Make Connection: PER PLUMBING CODE Comments: NEED PERMIT FROM STATE TO WORK IN RIGHT-OF-WAY., STORM 'SEWER Available: Y Pipe Downspouts And Drains To: DRYWELL Pipe Parking Lot Drainage To: STORMDRAIN Comments: SEE PLANS FOR DRYWELL AND STORM DRAIN SYSTEM SIDEWALK AND DRIVEWAY INFORMATION New Curbcut Appr.: Y COMMERCIAL Width: 24 Ft Flairs: 6 Ft Sidewalk Permit: Y Width: 5 Ft Length: 36 Ft Curbcut Permit: Y Width~ 36 Ft Comments: NEED STATE PERMIT TO CUT CURB AND WORK IN RIGHT-OF-WAY ENCROACHMENT AND ASSESSMENT Encroachment Permit Required: N Sanitary Sewer In Lieu Of Assessment: Y Comments: SANITARY IN LIEU OF ASSESSMSNT ATTACHED. SPECIAL NOTES AND REQUIREMENTS All work within the public right of way shall be in conformance with the City ,of Springfield standard specifications for construction. All existing unused curbcuts or portions thereof shall be restored to full curb height as directed by the City. The owner/developer is responsible to relocate any utilities and establish private or public easements when the utilities conflict with the development, at their expense. Reviewed By: DENNIS ERNST Date: 08/28/97 SEE DRAWINGS ON SPECIAL REQUIREMENTS FOR FURTHER IMPORTANT INFORMATION .'. ,- -, '."'1 CITY OF SPRINGFIELD IMPROVEMENT AGREEMENT AND APPLICA fioN FOR SEWER HOOKUP ~ We, the undersigned property owners, request permission toconnect the following described property to the sanitary sewer owned arid maintained by the City of Springfield. We therefore agree to pay a charge 01'$0.28 per square foot of the benetiting property foj' the firstl50feet of depth as a deposit against future assessments for sanitary sewer. Area in excess of the above mentioned 150 feet of depth is ,charged $0.14 per square foot. Tax Lot No. 170231 41 04600 Receipt No. Af\ <6\~ PROPERTY DESCRIPTION: Address 4061 Main Street That tract of land described in a Bargain and Sale Deed from Benchmark Northwest, Inc to Curtis R. Irving, Bart 1,. Bardwell and Patric W. Rauber, as recorded for public record in Ree12319R, Reception No. 9750334, Deed Records Of Lane County, Oregon, more particularly described as follows: Lot 6 of FREDERIC, as platted and recorded in Book 4, Page 67,Lane County Oregon Plat Records, in Lane County, Oregon, except the West 100 feet thereof. Fee Calculation: i, 0 16.010 Sq Ft. at $0.28 per Sq. Ft. 6.279 Sq. Ft. at $0.14 per Sq. Ft. Total $ 4.482.80 $ 879.06 $ 5361.86 This agreement does not include the cost ofa house connection to said City Sewer, sewer user charges, connection fees, plumbing permits or other such costs to be assumed by the property owner. The applicant agrees to waive all right to remonstrate against an improvement project for sanitary sewer to be duly initiated by the City Counci I, but not the right to protest the amount or manner of spreading the assessment thereof, if thesame shall appear to Applicant to be~r inequitably or unfairly upon said property of Applicant. NOW THEREFORE, the City agrees that if Applicant complies with the terms of this agreement and with all other applicable lawsofthe State of Oregon, Lane County, and the City, the said Applicant shall be entitled to connect thy existing residence to the public sewer systems. The covenants herein contained shall run with the land herein described, and shall be binding upon the heirs, executors; assigns, administrators, and successors of the ptllties hereto, and shall be construed to be a benefit and a burden upon the property herein described. This agreement shall be recorded in the Lane County Deed Records. WHEREFORE I . hi' I d d I ,. '2 \-S~ l' DcJ-{)b,eV, 19 c/'-l CITY OF SP~I~~FI~~~e part.es ave set t 1e:;a sea t liS ~ ay 0 By (h( y-; -- c11*J ~ ~~,^LQQIJtw Dan E. Brown Director of Public Works "C-; , '1~s RJvering) UBart L. ~~;:::~ .---- ~f1C W. Rauber) STATE OF OREGON) j)(1.'I-k,'dL.. ) SS ' " " , COUNT'(.pF LANE) " " ':rnll'ij, PtJ,:.H(CL On this.? \d day of f)U ~t{.q., 1 ~frl the applicants, Curtis R. Jyerfng, Bart L. Bardwell andYatrfc W. Rauber, personally appeared before me and signed the above document. I) , OFFICIAL SEAL i Q~ ,\ LAURA A. KENNETT \,"',/ NOTARY PUBLIC - OREGON " COMMISSION NO. 062891 MY COMMISSION EXPIRES MARCH 17,2001 "':..0 Y'tLtA/1..A- {Ii, JLL/'u'''-L~ qotary Public for Oregon , ' ~ n-' 61 My ComniissiclI1 expires '/- Finance Department Informatipn: . . Trunk Sewer Literal Sewer RETURN TO: CITY OF SPRINGFIELD - PUBLIC WORKS DEPT - 225 FIFTH STREET - SPRINGFIELD, OREGON 97477 / ATTACHMENT A CITY OF SPRINGFIE~D SYSTEMS DEVELOPMENT CHARGE WORKSHEET JOB NO ..:L.7 I 2.6'1 NAME OR COMPANY: Ke:AJcM- MA(LlL f-{ 0(1... ft4-k.JG7T " , LOCATION: 40(;,( MA IN 5-r. DEVELOPMENT TYPE: i?er~/L / VA(U~J-J07Jc;'G- BUILDING 5 IZE.: /0 I O~7 .~ 1= LOTSIZf zz,/]?q SQ. Ft. , NoZ"G: R,'oo!=, DIU>I/'.l~ To Pf1..Yl.Jtk.t..-AlD CHA/u;'& , 1. .sTORM ORp., I N,D.GE 'To"'LJ~ I".,ptS"lf.vtou., ARC'4 = ICf) 5t>07 LGS.. 8L.O, 4~GA ,OJ oB . , y IMPERV IOUS SO. FT. q) 4 \ :3 ,x $0.226 PER 50. FT. $ 2:,.,./ Z l... 34 * 2. SANITARY SEi,~ER-CITY f<~r~'L AfU!"A. CJ1l.)L'f NO. OF PFU'S ~ (See Reverse Side; X $46.86 PERPFU . $ 328.01- "* 3. TRANSPORTATION R~TA..'~ A~t!"~.ONI..'( ,}..,. USe 6~~1.. He/tCuA-A.IPv$-6':" 4 y%o; , '6 tJ r= ' 1!.EfT""i.. 4Rbl- z 2,0<;>3sF' ' 'NO OF UNITS X TRIP RATE X COST PER TRIP 2- : 00,3 X 1> ,B6 X $472,49 $ 4}74b.82- x X $472.49 $ x . X $472.49 $ *4. SANITARY SEWER-M~JMC \(67'.tYIL "lIz08. 32../T~5'F-' , : T G!> F " ' ' NO. OF F-Etf. S z. oq~ X#ZO?i.3Z. _PER FEU + $10 MWMC/ADM FEE $ .!! 44{." ,(;>( . MWMC CREDIT IF APPLICABLE (SEE REVERSE) $" 211,. q(p , TOTAL-MWMC SDC $ 2. '?>4. oS- SUBTOTAL (ADD ITEMS 1.2.3 & 4) $ 7j 43{'" ,2.3 5. ' ADMINISTRATIVE FEES " , " , i' BASE CHARGE (SUBTOTAL ABOVE) X .05 " $ 371.8/ &, Date: 8 - z-B-"" q 7 SDC Coordinator TOTAL SDC $ 7:808.05" * ONL'r' T,.Jf: REr.<\I'- AR6A IS /3~,^",~ DC:v6t...oi'ef) A7 ""'5 IJI'-1G'. -S'O'C.l.~ .~,t:..t... 10<5' M4.0tS ON {'e04& CJ n-ll5/L ~N<=("c:..... $"(:/l.uc/T?ull--(;; PClp.."t?~ of ,pi ~ i3 VI L./hvC::. 'k/',;,r../rfl- y.:N~' Pt:?~ 1'1--1,7'"5 'To' OGt/~t..~71e. 7#(;1,,6 A~G-4S; ,'-I.A I une. VIIII<< "-'J-U_"-'ULJ-\ IIUI\l I J-\OLC~ Number ot New Fir (NOTE: For remodels. calculate G :he NET additional fixtures) NUMBER OF FIXTURE TYPE NEW FIXTURES -es X Unit Equivalent = Fixture 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/vyater Station/Etc........ Receptor For Commercial Sink/Dishwas,her/Etc.. Shower, Single Stall................................................. ' Shower. Gang............................... ......... .................. Sink: Bar, CommerCial, Residential Kitchen................,........ Urinal, Stall/Wall.............................. .................... ...... Wash Basin/Lavatory, Single.................................. Toilet, Public Installation.................... .................... Toilet, Private....................................................... ' Miscellaneous: I I TOTAL FIXTURE UNITS UNIT EaUIV ALENT 2 1 2 3 6 2 6 6 1 3 2 1/Head 2 2 1 6 4 = FIXTURE UNITS 1 ~ .7 CREDIT CALCULATION TABLE: ,Based on assessed value. If improvements occurred after annexation date in table, calculate credits separates. Year Annexed Rate per $1,000 Assessed Value Year Annexed ~ $3.90 3.89 3.83 3.70 3.55 3.39 3.20 2.91 1979 or before 1980 ' 1981 1982 1983' 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993' 1994 1995 1996 Rate per $1,000 Assessed Value $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 2..; I . q ~ Improvement (if after annexation date) .3 ,Cf7 X $ 53,3"10 (Rate X Assessed Value) X $ , (Rate X Assessed Value) = = CREDIT TOTAL = $ RUNOFF COEFFICIENTS FOR STORM DRAINAGE (For Estimating Purposes Only) Residemial.,.:....................... 0.4 Commerical......................... 0.9 Industrial............................ 05 Governmental...................... 0.5 IMPERVIOUS AREA = TOTAL LOT SIZE X RUNOFF COEFFICIENT , '