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Home My WebLink AboutPermit Building 2000-06-08Pagel of4I -s 6s5l$$:01-0t0iti1'l'nTriluu cq-qoqq fftr iti[:t $ [ii;i*il IASHIER:iiUl SPBTNGFIELD 225 North Fifth Street Springfield, OR97477 Location Of Proposed Site: 2381 OO035th St Spr AssessorsMaP#: 17021900 Job Number: 00-00688-01 Office:726-3759 lnspection Line: 726-3769 Tax Lot#: 03200 Subdivision : Ambleside Meadows 541-461-5477 Eugene, OR 97404-0389 Value: $119,403 RESIDENTIAL PERMIT CitY Of SPringfield GommunitY Services Division Building SafetY Lot: 1 Block: Owner: Dukes & Dukes Construction Co Address: Po Box 41678 Scope Of Work: Single Family Residence Contractor TYPe GeneralContr ElectricalContr MechanicalContr Plumbing Contr Contractor Registration # Dukes & Dukes Construction Co 65060 Po Box 41678, Eugene, OR 97404-0389 Eastside Electric lnc 117770 38253 Boscage Ln, SPringfield, OR 97478 Harvey & Son Heating & Air Conditi*, Onin 55682 4680 Main St, Springfield, OR 97478-6054 Don Lewis Plumbing 33076 500 Greenfield Street, Eugene, OR 97404 101412001 541-741-1499 2t2612001 541-746-7677 6/10/2001 541-688-1931 Addition Phone Number: City/State/ZiP: New Expiration Date 3t1612001 Phone 541461-5477 1Job# 3RNC 1 (VN) Wood Frame Gas Office Use - Land Use: Single Family Dwel Zoning Gode: LDR Bedrooms: 3 Range: Electric #of 1 lriL Quad Area: # Of Units: Constr. Type: Water Heater: To request an inspection call the 24 hour recording a1726-3769. All inspections requested before 7:00 a.m. will be made the same working day, inspections requested after 7:00 a.m. will be made the following working day. Verify Ground Rod Footing Foundation Post and Beam Floor lnsulation Ceiling Insulation -lnstallground -After trenches are excavated. -Afier forms are erected but prior to -Prior to floor insulation or decking. -Prior to decking. - Prior to cover. il)flffi RFffi 0"t4ffi *lftD fqti ndation i AUTHORIZED UNDER THIS PERIUIT IS NOTconcreQ6fg&fdflfuto oR ts ABANDoNED FoH ANY 180 DAY PERIOD. OREGONCITY OF number ior Required lnspections Shear Wall Nailing Framing Walllnsulation Drywall FinalBuilding Temporary Power Rough Electrical Electrical Service Final Electrical Underfloor Plumbing Underfloor Drain Rough Plumbing Water Line Sanitary Sewer Line Storm Sewer Line Perimeter Foundation Drains Final Plumbing Underfloor Mechanica! Rough Gas Rough Mechanical Gas Service FinalGas FinalMechanica! Curbcut Sidewalk Street lmprovement: Fully lmproved Curb Cut?f lmprovement Agr.? San Sewer Depth (Ft): 6 - 4 Storm Sewer Available? f SpecialReq.: Security Required: Bond Begin DateTime: Specia! lnstructions: Other Utilities: Project Supervisor: 00/00/0000 00:00 AM Job# 00-00688-01 Page2 of 4 Required lnspections Buildi - Before covering sheathing with finish materials. - Prior to cover. -Prior to Cover - Prior to taping. -When all required inspections have been approved and the building is complete Electrical -Approval required prior to SUB energizing pole. - Prior to cover. -Must be approved to obtain permanent power. -When all electrical work is complete. Plumbing I -Prior to insulation or decking. -Prior to cover or placement of concrete. - Prior to cover. -Prior to filling trench. -Prior to filling trench. - Prior to fllling trench. -After gravel and filter cloth is installed, but prior to backfill -When all plumbing work is complete. Mechanical -Prior to insulation or decking. -Prior to cover. -After line is installed and line has been connected to a minimum of one appliance. Pressure ter -When all gas work is complete. -When all mechanicalwork is complete. Public Works -After forms are ereceted but prior to placement of concrete. Sidewalk Type: AdditionalROW? Size Of Line (in): Downspouts/Drains: Enchroachment Permit: San Sewer Tee (in): Bond End DateTime: Curbside - 5' 8 To Storm Sewer 6 00/00/0000 00:00 AM Types Of Warning Devices Reqd. Job# 00-00688-01 Zoning: LDR Overlay District: FloodPlain? ! Wetlands? [ # of Street Trees: 3 Journa! numbers 1: 2: 3: Comments2 paved 9x'l 8' off-street parking required Planner: AlWard Urban Growth Boundary? Quantity Of Fill: Supplier: Drainage: Floodway FEMA: n/a Page 3 of 4 Land Use: Single Family Dwelling Pave Driveway? Z Additional Requirements: LDAP Required tr Glenwood Area? [ Required Attachments: Source Locn: Materia!: Flood Plain FEMA: nla Construction Types(VN) Wood Frame Occupancy Groups: Dwelling # Of Buildings: 1 # Of Bedrooms: 3 Handicap Access? [ (Sq. Feet) Main: 1607 Accessory*08 Accessory Structure # Of Stories: 1 Height (feet): 28 Current Units: Proposed Units:1 Census Code: New SF - detached Total2015 Fee Paid On Receipffl Value/Quantity Fee Amount Plan Gheck ResidentialPlan Check Total Plan Check 05/10/2000 1662 1 19,403 $310.70 $310.70 Buildins Building Permit State Surcharge For Building Permit Building Administrative Fee Total Building 06/08/2000 06/08/2000 06/08/2000 2071 2071 2071 1 19,403 $478.00 $33.46 $14.34 $525.80 Electrical Wiring Footage 1,000 Sq Ft or Less Wiring Footage Each Add'l 500 Sq Ft Temporary: 200 Amps or Less State Surcharge For Electrical permit Electric Administrative Fee Total Electrical 06/08/2000 06/08/2000 06/08/2000 06/08/2000 06/08/2000 $85.00 $45.00 $40.00 $11.90 $5.1 0 $187.00 2071 2071 2071 2071 2071 1 3 1 Plumbi Minimum Plumbing permit Fee Three Bathrooms State Surcharge For plumbing permit Plumbing Administrative Fee Total Plumbing Hood and Exhaust One to Four Outlets Minimum Mechanical permit Mechanical Admin istrative Fee Less than 100,000 BTU Vent Fan to One Duct Dryer Vent 06/08/2000 06/08/2000 06/08/2000 06/08/2000 2071 2071 2071 2071 2071 2071 2071 2071 2071 2071 2071 $.oo $192.50 $13.48 $5.78 $211.76 Mechanical 06/08/2000 06/08/2000 06/08/2000 06/08/2000 06/08/2000 06/08/2000 06/08/2000 1 1 1 4 1 $+.so $2.00 $.00 $.83 $6.00 $12.00 $3.00 1 Job# 00-00688-01 Page 4 of 4 Fee Paid On Receipt# Value/Quantity Fee Amount Mechanical Mechanical lssuance State Surcharge For Mechanical Permit Total Mechanica! 06/08/2000 06/08/2000 2071 2071 $10.00 $1.e3 $40.26 Public Works New Sidewalk New Curbcut Tota! Public Works 06/08/2000 06/08/2000 2071 2071 105 $60.e0 $60.00 $120.90 1 System Development Residential - Single Family - Storm Sanitary Sewer Residential Transportation Residential Sanitary MWMC Residential lmprovement MWMC MWMC Administrative Fee SDC Administrative Fee Property Annexed 1997 Total System Development 06/08/2000 06/08/2000 06/08/2000 06/08/2000 06/08/2000 06/08/2000 06/08/2000 06/08/2000 2071 2071 2071 2071 2071 2071 2071 2071 2,009 23 1 1 1 1 15 $466.03 $1 ,1 10.21 $491.60 $242.76 $22.05 $10.00 $1 16.84 $-5.85 $2,453.64 S.F. Residence - Willamalane TotalWillamalane SDC Willamalane SDC 06/08/2000 2071 1 $'1,000.00 $1,000.00 Grand Tota! Plan Check Type lnitial Review-Res Engineering-Res Planning-Res Structural-Res $4,850.06 Checked By Lisa Hopper Steve Templin AlWard Wendy Stanley 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 each 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. Signature Date Date Completed 0s/16/2000 0511812000 05/1 9/2000 06t02t2000 Willamalqrrlg F "?f &-n-."re atio n D i strict ADDRES srare:QQ.=- zlP: Job. No. SYSTEM DEVELOPMENT CHARGE WORKSHEET PHONE: ROPOSED BUILDING SITE:LOCATION OF P Street Address:I eb{'{\SrfoJ-nrt./. Plat N 1. pEVELOPMENT TYPE ype detinitions are on the _ Tax Lot Number: (Check appropriate dwelling(s). SDC calc-ulations and dwelling t back.) Manufactured home not in a park x $1,ooo per unit = $ \00O.d B. Single-Family Attached NO. OF UNITS X $924 per unit = $ C. Multi-Family Apartment NO. OF UNITS X $692 per unlt = $ D. Manufactured Home Park NO. OF UNITS X $699 per unit = $ WILLAMALANE SDC $ 2. SDC CREDIT (it appticabte) SDCaayor must fumtsh proof of Willamalane Credit approvat. See SOC Credit Workshoet. $ 3. TOTAL WILLAMALANE NET SDC ASSESSED (lf SDC reduced for $ nt Date A. Single-Family Detached -l- Single Family home NO. OF UNITS \Otr) P City of ngfietd partment tr) 30 t OF OFEGO'U SF GFIEL() has ELECTRICAL 1 PTION { Permi t are non-transf 1e and expire if vork is not started vithin 180 days of issuance or if vork is suspended for 180 days. 2. CONTRACTOR INSTALT.ATION ONLY B Electrical Contractor (.A3T5tDe (LC.C' {NC Address ba)s3 BoscAeC o\be Ci ty '.P(cD Phone 7V /'/V17 Supervisor License Number -)c- /7 t Exp iration Date iO- I - oi Cons t r conrr. Number ) I -/ 7 7C Expiration Date lO- I - C-'O Signature of Supervising Electrician D Ovners Addres Ci ty Phone OYNER ALI-ATION The installation is being made on property I ovn vhich is not intended for saLe, lease or rent. Ovners Signature: DATE: specitc PERUIT APPLICATION ty Job Nunber FBE SCMDULE BELOII A. Nev Residential-Single or Mul-ti-FamiIY Per dvelling unit. Service Included:Items Cost I _1_ 5 t5 € Date225 FI'II..IE STREET SPRTNGFIELD, OREGON INSPECTION REQTIEST: OFFICE: 726-3759 'lt!i-g &ra1rr" Sum DE 1000 sq.ft. or less Each additional 500 sq. ft or portion thereo f Each Manuf'd Home or Modular Dvelling Service or Feeder Services or Feeders Installation, Alterations or Relocation: 200 amps or less 201 amps to 400 amPs -401 amps to 600 amPS - 601- amps to 1000 amPs- 0ver 1000 amPs/volts - Reconnect 0n1Y s 8s.00 $ r.s.00 $ 40.00 s s0.00 s 60.00 sr.00.00 $130.00 $300.00s 40.00 C.TemporarY Services or Feeders Installaiion, Alteration or Relocation - 2oo amps''or fess -L I 19'oo 201 amps to 400 amps - $ ll'00 over 4b1 to 600 amps - S 80'00 Over 600 amps or fbOO voTTs see rrBf' Branch Circui ts above t Nev, Alteration or Extension Per Panel one Circuit $ 35'00 Each Additional Circuit or vith Service or Feeder Permit -- $ 2.00 Miscellaneous (Service/feeder not included) -Each installation Pump or irrigation Sign/Out1ine Lighting-- Limited Energy/Res Limited EnergY/Comm SUBTOTAL OF ABOVE 7% State Surcharge 32 Administrative Fee TOTAL E s 40.00 s 40.00 s 20.00 s 36.00 RBCEIVED bI: 5 oo 1*r3t3C ATTACHMENT A CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT CHARGE WORKSHEET JOURNAL OR JOB NUMBER NAME OR COMPANY: LOCATION: TAX LOT NUMBER DEVELOPMENT TYPE: DUKES & DUKES 00-00688-01 2381 35TH STREET I 7-02-19-43-00100 SINGLE FAMILY RESIDENCE DWELLING I.INITS:BUILDING SIZE:LOT SIZE: 10814 I. STORM DRAINAGE IMPERVIOUS SQ. FT.2008.75 x $0.232 PER SQ. FT $466.03 2. SANITARY SEWER-CITY NUMBER OF PFU's (SEE REVERSE SIDE) x $48.27 PER PFU23 $l,l10.21 3. TRANSPORTATION NUMBER OF TRIPS x TRIP RATE x COST PER PM PEAK HOUR TRIP I x l.0l x $486.73 PER TRIP x M86.73 PER TRIP $49 r.60 s0.00 TOTAL TRANSPORTATION SDC $491.60 4. SANITARY SEWER - MWMC A. REIMBURSEMENT COST: NUMBER OF FEU's I B.IMPROVEMENT COST: NUMBER OF FEU's I MWMC CREDIT IF APPLICABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE x 5242.16 PER FEU x $22.05 PERFEU TOTAL MWMC SDC $242.76 s22.0s ($s.8s) $ 10.00 $268.96 SUBTOTAL (ADD rTEMS 1,2,3, & 4) | $2,336.80 | 5. ADMINISTRATIVE FEES: BASE CHARGE (SUBTOTAL ABOVE)x 0.0s $l16.84 9lapTbt^l;,b 0slt8/2000 $2,453.64 SDC COORDINATOR DATE TOTAL SDC CHARGES x PLUMBING FIXTURE LINIT (PFU) CALCULATION TABLE NUMBER OF NEW FIXTURES X UNIT EQUIVALENT = PLUMBING FIXTURE UNITS NOTE: FOR REMODELS PLUMBING FIXTTIRES LINIT FIXTURE FIXTURE TYPE NEW OLD ALENT TINITS BATHTUB DRINKING FOUNTAIN FLOORDRAIN TNTERCEPTORS FOR GREASE/OIL/SOLIDSiETC. TNTERCEPTORS FOR SAND/AUTO WASH/ETC. LAI.INDRY TUB/CLOTHESWASHERA4OP SINK CLOTHESWASHER - 3 OR MORE MOBILE HOME PARK TRAP (I PER TRAILER) RECEPTOR FOR REFRIGERATOR/WATER STATION/ETC. RECEPTOR FOR COMMERCIAL SINIV DISHWASHER/ETC SHOWER, SINGLE STALL SHOWER, GANG (NUMBER OF HEADS) SINK: BAR, COMMERCIAL, RESIDENTIAL KITCHEN URINAL, STALL/IVALL WASH BASIN/LAVATORY, SINGLE OR DOUBLE TOILET, PUBLIC INSTALLATION TOILET, PRIVATE INSTALLATION MISCELLANEOUS: 0 t2 TOTAL PLUMBING FIXTURE CREDIT CALCULATION TABLE: BASED ON ASSESSED VALUE IF IMPROVEMENTS OCCURRED AFTER ANNEXATION DATE IN TABLE, CALCULATE CREDITS SEPARATEL 2 I 2 J 6 2 6 6 I J 2 I 2 2 I 6 4 0 0 0 0 2 0 0 0 0 2 0 2 0 J 0 0 0 YEAR ANNEXED RATE PER $1,OOO ASSESSED VALUE RATE PER $I,OOO ASSESSED VALUE $4.47 $ 4.38 $ 4.32 $ 4.20 $ 4.03 $ 3.88 $ 3.68 $ 3.38 $ 3.03 $2.62 1989 1990 t99l 1992 1993 1994 1995 1996 1997 1998 $ 2.18 $ 1.7s $ 1.35 $ l.17 $ 1.03 $ 0.86 $ 0.71 $ 0.s7 s 0.39 $0.18 1979 or 1980 198 r 1982 1983 1984 1985 1986 1987 1988 CREDIT FOR PARCEL OR LAND ONLY IF APPLICABLE $0,39 IMPROVEMENT (IF AFTER ANNEXATION DATE) x x CREDIT TOTAL 1s.000 $5.85 $0.00 $s.85 I 2 I 1 J YEAR ANNEXED 28-OO Ot:OSp Mort \r Eng & But-ldlng De (,. l)4art_6A'9 :ORTIER .VGINEERING, PC. P -o? STRUCTURAL BU'LDING DESIGN . FIRE PROTECNON CODE GONSULTAI{T . PI.AN CHECKIT,IG CONSTRUCT]ON INSPEgITON 5 PEARL STREET ]ENE. OREGON 97401 )NE (541) 484-9080. FAx (541) 484-6E5e L FHEE tN OREGON l-677{61-9959 Septembet 28,2OOO Very truly yours, Owen Grover, p.E. TJM/in Dukes and Oukes Construction PO Box 71095 Eugene, OR 97401 RE: 2381 35h st., soringfiel4, stope stabitily tnspection, wo#t2g6o As you requested, an inspeclion of the slope stability of the material beneath thefootings by the mechanlcal area was performed on Septernoei zi,Zboo. Thematerial beneath the footings is welt keyed boulders with a sitt or sand between,The boulders range in siz-e from 6' in diameter up to approximarery 24,, indiameter. The cut slope is stable in {'s present condition and will rernain so forthe life of the srructure as tong as the folliwing conditions are m"i, --'' ' People are kept otf of -the slope. During construction, workers should bedirected to gain access frorn the east side-of the mechanical ar"i. steppingon tho concrete footing -causes no @ncem u t -;i-ruing-'tf,e rocksthemserves courd cause s-ruffing and underrni;i;g of the rooting.-- 'r ' The area must be kept at the current moisture content. waler ftowing underthe building could cause the fin€s to leach ouror the soil producing loss ofsoil stability' No additional drainage.requirem"ni are necessary at this time.The area should be checkea peri6orcalrv oy'i[6'homeo^wner during the werseason. rf adverse moisture is present,.i c6mpeteii irl'rJ!-JiJr?i'srhourd becontacted for drainage improveriient oeiign. -"'---' I hope this report^is_1de,eua1g for your purposes at this time. Thank you for the:3i#igg:: ff_:lSSfliie. tf you har" any questions, prease uo not,rresitare ,o (r -l j.-l--tr. 1\r\t I /. 't .\\i - P. 03 (' 1)444-6,A59 n- ao-66 A9 : 78A Mort r Eng & Bu 'i ld t ng De MORTI ER G,P.C.ENG SfRUCN'FAL BUITJ]ING OESTON ' FIRE PROTECTION i6itE consulTANr' PLAN cl4EcxlNc-- - Aotq$TRucfi oN ll'lsPEcTloN 404-6859 -99s9 June 15,2000 Dukes & Dulses PO Box 71095 Eugene,oR 97 w.o. #12860-TJM ) As you requested, a site/soils investig June 12,2000. Design for the site is ite/Soils/Compaction lnvestigation - BP # 00{0688-01 ation was performed at the above noted address on as follows; A[ fi|], vegetation, and unbuildable material has been removed to native grade. The native ,riii, , *iiy irry t";; *i*r " Unified soits Classification of ML and a plasticity rydex of less than 20. Ttre eipansiveness of the soil is low to moderate'(after H_oltz 1959). Beneath the toam is a layer of targe rocks with an average diameter of 6'to 10", packed together with sand. No extraordiniry drainage is required for treatment of expansive soils at this site. On June 14,2000 a compaction inspeotion was performed afterfill placement. A layerof 3/4' minus crushed rock was oompacted on the site in accordance with our strandard procedures. The lower bench has 2" - 4" of roek while the upper bench has 6" - 8" of rock. The compaction of the gravel surface is greater than 957o of a standard proctor perASTM D69&91. See attached data sheet I hope you find this report adequate for your purposes at this time. Thank you for this opportunity to be of service. lf you have further questions, please do not hesitate to contact me at 4&t-9080. Very truly yours, 6tN t9OOirPE / ,5 /Vtao Epims Bradley R. Myers, p.E. TJM/mm L 3 oo P -o4(' 1 )444-685e rurr-1g-oo 09:a9A Mort r Errg & Building De MORITER ENGINEERING P.C. r245 PEABL STREET EUGENE, OREGON 974OI PI.loNE {s41) 4s+gosO'FAX (54r} 484'6859 Wet weight Dry weight B, P, * 1fr-6 4 Per A$TlUl D 1556 TEST NUMBER:w.o.#t1_r DATE OF TEST: TEST LOCATION: MATER IAL TESTED (By visuat obseruation) : UNIT WEIGHT OF SAN USED FOR THIS SAMPLE Ps (sand) = VOLUME OF CONE (Vr) = I fr\9 FIELD TEBT DATA lnitial Weight ot Jar + Sand (Wr) Weight of Jar + $and after test (Wz) Volume of hole, Wr-W_e - Vr = Va P" Weight of soif sample (Ws) = Moist unit weight of soilP, = Wa = Vz Moisture csntent of sample, Wo/o = (weight moist)-(weiollldEd X tO0 (weight dry) Dry Unit Weight of Soilpo = , p. _ 1+W% 100 MOISTURE CONTENT iar net weight STRL'iCTURAL BUILDING DE$GN T FIBE PROTECTION @OE COflSULTrqnrT . PLAN CHECKING CONSTRTJCTION INSPESfION a,r 3 5 B1 !-'!,4 . c4 t : ;,;i'.-" j* FIELD UNIT WEIGHT. SAND CONE METHOD 5,weight of rESr av: T{Ar1 lol lL,- l.r-- ! Ir