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Home My WebLink AboutPermit Building 2018-11-28OREGON web Addressr www.spangfield or.gov Building Permit Residential 1 & 2 Fam Dwelling (New Only) Permit Number: 811 -18-001 964-DWL IVR Number: 811007080321 Email Address: permitcenter@spnngfreld-or. gov SPRINGFIELD ,b Permit lssued: November 28, 2018 WPE OF WORK Category of Construction: Single Family Dwelling Type of Work: New Calculated Job Value: $181,242.60 Description of Work: Replacement oI Residence (Duplex - All inspections under permit #18-001965-DyW) JOB SITE INFORMATION Worksite address 1051 1ST ST Springfield, OR 97477 Parcel 't7 033522027 00 Owner: Address Owner: Address RIVER HOUSING LLC 7O7O SW BAYLOR ST PORTLAND OR 97223 RIVER HOUSING LLC 7O7O SW BAYLOR ST PORTLAND. OR 97223 Business name FINE QUALITY CONSTRUCTION INC - Primary License ccB License number 219324 Phone 541-729-9734 PENDING INSPECTIONS lnspection 1999 Final Bualding lnspection status Pending SCHEDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction andicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Schedule by phone call l-884-299-2821 use IVR number: 8'l'1007080321 Schedule using the Oregon ePermitting lnspection App, search 'epermitting' in the app store Permits must be poslsd in clear view on the worksite. Permits erpire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer d€pending on the issuing agency's policy. All provisions of laws and ordinances govorning this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisiorc of any other state or local law regulating construction or the performance of construction, ATTENTION - CALL BEFORE YOU DlGi Oregon law requires you to follow rules adopted by the Oregon Utility Notilication Center. Those rules are set fonh an OAR 952-001-0010 through OAR 952{01{090. You may obtain copies of the rules by calling ths Center at (877) 668-4001 or dial 81'1. All p€rcons or entilies performing work under this permit are required to be licenssd unless exempted by ORS 701.010 (StructuraUiilechanical), ORS 479.540 (Electrical), and ORS 693.010{20 (Plumbing). Pnnied on 11/28/18 Page 1 ol 3 sld_BurldngPermil-pr City of Springfield Oevelopment and PubIc Works 225 Fifth Street Springfield, OR 97477 54 L-7 26- 37 53 LICENSED PROFESSIONAL INFORMATION lnspection group 1_2 Famdwell Permit Number: 81'l-18-001964-DwL Page 2 ol 3 Quantity 1B 16 1 1 1 4 1 4 1 5 1 2 1 131.89 3506.54 184.51 ta75.42 3807 .42 1261.58 474.17 22.42 10 106,82 1597.44 184.55 88.11 244.14 1816 1 Total Fees: Fee Amount $2s1.00 $185.79 $22.00 $13.00 $22.00 $8.48 $52.00 $72.00 $18.00 $65.00 $18.00 $506.00 $52.00 $131.89 $3,506.s4 $184.51 $t,475.42 $3,407 .42 $ 1,261. s8 $47 4.77 $22.82 $10.00 $106.82 $1,597.44 $184. s5 $88.11 $284.14 $108.96 $898.73 $1,382.66 $60.72 $34.86 $30.12 $165.92 $335.00 $18,238.25 VALUATION INFORMATION Pinled on 11/28/18 Page 2 of 3 sld Eurldi.g Perm 1_pr . PERMIT FEES Fee Desc.iption Residential wiring Technology Fee Air handling unit of up to 10,000 cfm Clothes dryer exhaust Furnace - up to 100,000 BTU Gas fuel piping outlets Gas or wood fireplace/insert Other fuel appliance Range hood/other kitchen equipment Ventilation fan connected to sinqle duct Water heater Single Family Residence - Baths Address assignment - each new or change requested externally, per each SDCr Reimbursement Cost - MWMC Regional Wastewater SDC SDCr Improvement - Transportation SDC SDC: Reimbursement - Transportation SDC SDCr Improvement Cost - Local Wastewater SDC: Reimbursement Cost - Local Wastewater SDC: Improvement Cost - Storm Drainage SDC: Reimbursement Cost - Storm Drainage SDC: Compliance Cost - I4WMC Regional Wastewater SDC SDC: Administrative Fee - MWt'1C Regional Wastewater SDC SDC: Total Storm Administration Fee SDC: Improvement Cost - MWMC Regional Wastewater SDC SDC: Total Transportation Administration Fee SDC: Total MWMC Administration Fee - Local SDC: Total Sewer Administration Fee Fire SDC - New Res Construction Sq Ft fee - enter sq ftg Structural plan review fee Structural building permit fee State of Oregon Surcharge - Plumb (12olo of applicable fees) State of Oregon Surcharge - Mech (12olo of applicable fees) State of Oregon Surcharge - Elec (12o/o of applicable fees) State of Oregon Surcharge - Bldg (12ok of applicable fees) Encroachment permit Permit Number: 81 1-18-001964-DWL Construction type VB VB VB Occupancy type R-3 1&2family U Utility, misc. U Utility, misc. - half rate unit amount 1,380.00 308.00 128.00 LJnit Sq Ft Sq Ft Sq Ft Unit cost $118.45 $47.80 $23.90 Page 3 of 3 Job value $163,461.00 $14,722.40 $3,0s9.20 $181,242 60 std BuildrnqPermil pr Totaljob value: Page 3 ot 3Prinled on 11/28/18 SPRIiIGFI€LD ,% City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54t-726-3753 OREGON Web Address: www.springfield-or.gov Building Permit Residential 1 & 2 Fam Owelling (New Only) Permit Number: 81 1 -18-001 965-DWL IVR Number: 81 1028674919 Email Address: permitcenter@springfield-or.qov Permit lssued: November 28, 2018 TYPE OF WORK Category of Construction: Single Family Dwelling Calculated Job Value: $2'16,615 00 Oescription ot Work: Replacement Residence (New Duplex) Type of Work: New JOB SITE INFORMATION Worksite address 1053 1ST ST Springfield, OR 97477 Parcel 1703352202700 RIVER HOUSING LLC 7O7O SW BAYLOR ST PORTLAND, OR 97223 LICENSED PROFESSIONAL INFORMATION Business name FINE QUALITY CONSTRUCTION INC - Primary License ccB License number 219324 Phone u1-729-9734 PENDING INSPECTIONS Permits must be posled in clear vi€w on the worksite. Permits expire if work is not started within '180 Oays ol i$uance or if work is suspended for'180 Oays or longer depending on the issuing agoncy's policy. All provisions of laws and ordinances governing this type of work vrill be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel th€ provisions oI any other state or local law regulating construction or the performance oI construction, ATTENTION - CALL BEFORE YOU DIG: Oregon law requires you to follow rules adopted by the Orsgon Utility Notification Center Those rules arc set forth in OAR 952-001-00'10 through OAR 952{0't{090. You may obtain copies of the rules by calling the Center at (877) 668-4001 ordial 811. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/Mechanical), ORS 479.540 (Electrical), and ORS 693.010{20 (Plumbing). Prifited onr 11/28118 Pa9e1ol5 srd BuildrngPermri pr Owner: Address: Permit Number: 81l -l8-001965-DWL lnspection '1999 Final Building 1530 Exterior Shearwall 1260 Framing 1020 Zoning/setbacks 1065 Sidewalk 1090 Street Trees 1'110 Foolng 1118 Footing Drain '1120 Foundation 1160 UFER Ground '1220 Underfloor framing 1410 Underfloor insulation 1420 lnsulatron Vapor Barrier 1430 lnsulation Wall 1440 lnsulation Ceiling 1520 lnterior Shearwall 2200 Underfl oor Mechanical 2210 Underfloor Gas 2255 Gas Pressure Test 2300 Rough Mechanical 2310 Rough Gas 2995 Final Gas 2999 Final Mechanical 3170 Underfloor Plumbrng 3200 Sanitary Sewer 33'15 Water Line 3400 Storm Sewer 3500 Rough Plumbing 4999 Final Electrical 4500 Rough Electrical 3999 Final Plumbing 4000 Temporary Power Service 4225 Service or Feeder 1060 Driveway Approach 1065 Sidewalk Pdnred on 11/28118 lnspection group 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell '1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell '1_2 Famdwell 1_2 Famdwell 1_2 Famdwell '1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell '1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell '1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 'l_2 Famdwell 1_2 Famdwell 1_2 Famdwell 'l-2 Famdwell 1_2 Famdwell 1 2 Famdwell Page 2 of 5 lnspection status Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pendang Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending sld_EuildingPermit_JrrPage 2 ol 5 Permit Number: 81 1-1 8-001 965-DWL Page 3 of 5 Various inspections are minimally required on each project and often dependenl on the scope oI work. Contact the issuing jurisdiction indicated on the permit to determine required inspections lor this project. Schedule or track inspections at www.buildingpermits.oregon.gov Schedule by phone call 1-888-299-2821 use IVR number: 811028674919 Schedule uslng the Oregon ePermitting lnspection App, search "epermitting'in the app store Printed on: 11/28116 nd_EurldingPermil_pr SCHEDULING INSPECTIONS Permit Number: 81 1-18-001 965-DWL Page 4 of 5 Fee Description Residential waring Technology Fee Air handling unit of up to 10.000 cfm Furnace - up to 100,000 BIU Gas or wood fireplace/insert Gas fuel piping outlets Other fuel appliance Other heating/cooling Range hood/other kitchen equipment Water heater Plan Review - l4ajor, City Single Family Residence - Baths Address assignment - each new or change requested externally, per each SDC: Compliance Cost - MWMC Regional Wastewater SDC SDC: Total Transportation Administration Fee SDC: Total Sewer Administration Fee SDC: Total Storm Administration Fee SDC: Administrative Fee - MWt'4C Regional Wastewater SDC SDC: Total MWl.4C Administration Fee - Local SDC: Reimbursement Cost . Storm Drarnage SDC: Improvement Cost - Storm Drarnage SDC: Reimbursement Cost - Local wastewater SDC: Improvement Cost - Local Wastewater SDCr Reimbursement - Transportation SDC SDC: tmprovement - Transportation SDC SDC: Reimbursement Cost - MWMC Reqional Wastewater SDC sDC: lmprovement Cost - MWMC Regional Wastewater SDC Fire SDC - New Res Construction Sq Ft fee - enter sq ftg Structural plan review fee Structural building permit fee Willamalane fees - Single Attached, per unit State of Oregon Surcharge - Elec (l2o/o of applicable fees) State of oregon Surcharge - l4ech (12olo of applicable fees) state of Oregon Surcharge - Bldg (12olo of applicable fees) State of Oregon Surcharge - Plumb (12olo of applicable fees) Curb cut fee - enter # of cuts Curb cut and Sidewalk construction - multiple permit discount Sidewalk construction - permit, first 90 linear feet Page 4 ot 5 Quantity 2349 1 1 1 4 4 4 1 1 1 2 1 22.82 184.55 160.6 85.05 10 88.11 696.47 loo4.44 2t52.O2 1060.02 184.51 3506.54 131.89 1597 .44 2349 Fee Amount $286.00 $208.05 $22,00 $22.00 $ s2.00 $8.48 $72.00 $72,00 $18.00 $18.00 $244.OO $506.00 $ 52.00 $22.82 $184.55 $160.60 $8s.0 s $ 10.00 $88.11 $696.47 $1,OO4.44 $2,152.02 $ 1,060.02 $ 184.51 $3,506.54 $ 131.89 $1,597.44 $140.94 $ 1,019,30 $1,568.16 $3,712.00 $34.32 $34.t4 $ 188,18 $60,72 $121.00 $-41.00 $ 121.00 s1d_BuildingPelmil_pt PERMIT FEES 1 1 1 1 Permit Number: 81 1-'18-001965-DWL Total Fees: Page 5 of 5 $19,423.75 Construction ty pe Pnnled on: 11/28/18 Occupancy type R-3'1 &2family U Utility, misc. U Utility, misc. - half rate Unit amount 1.630.00 458.00 69.00 Job value $193,073 50 $21.892.40 $1,649.10 $2 1 6,6'1 5.00 sid_Buildin9Perm[_pr VB VB VB Unit Sq Ft Sq Ft Sq Ft Unit cost $118.45 $47.80 $23.90 Totaljob value: Page 5 of 5 VALUATION INFORIIIATION Stru ctural Permit Application Hdr DEPARTMENT USE ONLY :2i Fifth Sreer . Spnngfield. OR 9747? . PH(541)726-i75: . F.qX(541 )726-3689 Date iDare This permit is issued under OAR 918-460-0030. Permits expire if n'ork is not started }l-ithin 180 days of issuance or if lr'ork is suspended for 180 days LOCAL GOVERNMENT APPROVAL FEE SCHEDULE This pro-1eo has final land-use appro!'aL Sig!aturc: i Permn no U tB - nus This pro-ject has DEQ approval 1. \:aluation information (a) Job descriptioni Na, S jgrarue Plulnbing Mechanical ] ou,. Zoning approval verified: E Yes E lo Cost per squrre foot: '4(. LJ ^"./r //-. u,n1 €,.n CrrY oF SPRtr IcFIELD. oREGoN Other informarion ... Ttpe of Heatl I Enersr Patb, 2 A E ne* Caleration E addition (b) Foundarion-only permit? [ Yes E tto Total velustiolr: 2. Buildirg fees (a) Permit fee (use valuation table)s (b) Invesrigative fee (equal to [2a]) (c) Reinspecrion ($ per hour) (number ofhours x fee per hour)$ (d) Enter I 2% sucharge (.12 x l2a+2b+2cl) (e) Subtotal ol lees above (2a through 2d):S 3. Plan review fees (a) PIaD review (65% x permit fee [2a])S s(b) Fire and life safety (55% x permit fee [2a]) (c) Subtotal ot fees sbove (3a and 3b):S 4. Miscellaneous fees (a) Seismic fee. 1% (.01 x permit fee [2a])s (b) Tech fee, 5% (.05 x permir fee[2a]+PR fee [3c])$ TOTAI f€es snd surcharges (2e+3c+4a+b):s CATEGORY OF CONSTRUCTION ffiaenrial fl Govemmenr D Commercial JOB SITE INFORMATION AND LOCATION zrPx ( Cit]: -3t-/l/u-Subdivision H >700 Reference:f/1,/ .' I OS q 7 /Taxlo!:t 700 PROPERTY OWNER LLL o 5 Name: Address Citv:\tn t o8-ztfr'7223 Phone:$bJ-llf -t$)q Fa\:934V) - ""*L+E-mail JeA\eco€ o, aD, r Jiee -tr* BuildinE Owner or siertJr.,4 this appllcationo, trel s E This installation is being made on rcsidential or faIm prop€O owned b] me ot a member ofmy immediate family, and is exempt from licensing Equirements under OI{S 701.010. CONTRACTOR INSTALLATION 2\ BusiDess najne ciq,: f2 ,/ /al Stzte: j{Z zDq7fl73 Fa)i: t+- ? CCB license no. E-mail e tlLZ 4, Prilt name Sigrature A\- SUB-CONTRACTOR INFORMATION Name CCB Liceose #Phone Number Electrical Lasr ediEd i-5-201j Biones Q.r, t.l Proper)'is wi*in flood plain: !Yes f]Xo Job she address: Occupanc) Consrruction qpe: /p I| Square leel I I ls. State: Address: Phone: $ To Permrts Department City of Springfield Page2ol2 2O1A-12-O1 00:17:34 (GMT) 11/28/18 EEI 16:30 FAI 5{17261089 CITY 0F SPRINGFIELII Electrical Perr*it A lication 15419867909 From: Russ Robbins @ oo1 ffi e.,*,*,18{ofi6 tQ :ai FlftJl Strcet+ Sprl.Dsii.Id, OR S?41? r PE(5.11)726*I?X r rA-X(541)D,6.3619 GAIEGORY OF CONSTRUCTION' .[ Goveromcot . Coml'1ercial ,JOE SITE ]NFORIIIATION AND. Job site oddcss: Ilgfsencei Citf': r Phooc 93 (7o- rEE SCHEDULE R.sideEtirl) plr lrltt !cr1ic. iDclqded: 1,000 sq f, or le5! (4) E-aqb addtio&i -<00 sq. t, or porhoE tbclEof LiBjt€d rncr8/ (2) 401 rq {S0 a6ps (2) 601 to];i00 ErEps (2) Oles l ,000 mps tr vols (2) Rsorlle't o!]], (2) D*", l\liL%ttB Thir persdl ir isrued ruder OAR 918-309.0000. Perloits are trotrtraDsferabk, Perurits erFirc if $ork i5 lot stirted wituo 180 dala of*suaDce or if work is susperdcd for 180 .lryr s 5 4:100 T--&Forrrl Ger1icc! or ieders: ,rr!al1ria4 alterution, lel&dlion $ s $ S oll dctrtial 200 artrpi or less (2)This iEstallstidE is being orlnuJ by me ot a rncmber ofry iroaediate or ftrrrt {no!crD' Groil-v. This 20i ro 400 alips f)) PlqP61_\', 4'19.540( is !or iqtrrded for ssle;or rcot. OAR 401 to 600 arDp6 (2)i)i) IN STALI.A}ION : Ad<ircss o. C Phone:F E+rail CCts, liceess ao,; l?)?BCD liceqse uo.: 6 J visor's jioease iro. i 27 Prurt nquc cf crvlsoll /a Sierunurc of sigai[E supervisor: O1,qr 600 lops or i,000 iolls. sec Erryices o. rEede$ s.rctiol abirlE Eacb l8Elcb cirq:it s 7.42 lS b. Fee for br&cb ciruirs !/iti6lrt pur.l":a$E ofa rcrvica ot €edE fee s 99.00 5 s9a,00 , s :,USE 5 s (.A.,l EBlr. sublqial ofabovE lces (Iv[itri lrui P.rott Fee $99.00) s S 5 G) Enter ll% curcirEle (.12 x [A]j (C) t echDolos/ foc (sql. of[A]) Zodtg apF{oval ve(if cd'l LO APPROVALCAIoVERIttMENT L]N,)EYo ci|J.g),.:*Cbt)$.zte: oR-z?.g)47) Ta\lol: s Name: Busines ns@e: Sterc:C/L )t/5 s aE.00 s rra.00 $172.00 S Ei*t ba!,ch circdit (2)s 8400 Eac! addhional hac!. cirsuir : S r.42 lS Itls3ellaDcous fcss: se.vica o.Je..le! not irdv*d $ 06,00E ch pump o! imgdioD ciroL (l) l; 99,00FrcI sign or audile lrgluiEg (2) Signi{ ckcltii or a iiDriicd.<ssBy pel.I, aheiation, or e)oeE\ia! (2J Each eddldoml ilipe.lror: ( I ) Qry.Nuoiber of lEspe diols lls nels { )C.r$t $181.00 r Totrl cost $ 35.00 S Eaah recnrr$ctu.d honre or aoduls 4*,cliiq servicc or &ed:r (2)$ 66.00 s Servi.es or fs8dc!.!: ietali?'ioh. '.ite.qno,L reloelion 200 a&p5 or ]ess (t)s r0g.00 $ s512?.00 !i21S.00 s s2n 30 $ $635.00 trst Gditcd 7/r-l1018 El@.r TOTAL fe:s sDd surctrargas (A tiuough D) OEPART?*ENT I,,SE O'SLY Dmail: l I 201 ro 400 aspr (2) I lj I $ l s 85.00 I Bi-{rch circdA: rrArt absttlon *tetEiott let pa?zl 9- Fee Ior ira[ci! cilc1.rifi with ptrc]arc ola s<vicc or iecdci fct: $ FIXTURE TYPE MISCIJI,LANEOUS I)f T,] IYI'I] TOTAL DRAINAGE FIXTURE UNITS *EDU (valent D$elli Llnn DRAINAGE FIXTURE UNIT DF CALCULATION TABLE NIIMBER OFNEW FIXTURES xUMT EQUIVALEN l = DRAINACE FIXTURE UNIIS FOR REMODELS, CALCULATE ONLY THE NET ADDMONAL FIXTURE NO. OF FIX'IURES UNIl' NEW OLD UIVAI-I'NT NUMBER OIT EDU'S DRAINAGE FIXTURN LINITS 20 0 isadi 20 DFU',s set ar 167 MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE IS LAND ELGIBLE FORANNEXATION CREDIT? (Enter I for Yes, 2 for No) IS IMPROVEMENT ELCIBLE FOR ANNEX. CREDIT? (Enter I for Yes, 2 for No) BASE YEAR CREDIT IOR T-,,\ND OF APPLICABI,I]) $s.29 $5.29 $5.19 $5.12 $4.98 $4.80 $4.63 $4.40 $4.07 $3.67 $3.22 $2.73 2 t979 VAIUE / IOOO $0.00 CREDIT RATE $5.29\ CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) VALUE / IOOO $0.00 CREDIT RATE x $5.29 $2.25 $1.80 $1.59 $1.45 $1.25 $1.09 $0.92 $o.72 $0.48 $0.28 $0.09 $0.05 TOTAL MW]\IC CREDIT 1 1BATHTUB 3 0 DRINKING FOTNTATN FLOOR DRAIN 0 0 INTERCEPTORS FOR GREASE / OIL / SOLIDS / E]'C 0 0 0 INI'ERCEPTORS FOR SAND / AUTO WASH / E-IC 0 0 LAUNDRY TUB 0 0 2 0 CI-OTTIESWASIIER / MOP SINK 3 CLOTHESWASI]ER - 3 OR MORE (EA)0 6 0 MOBILE HOME PARK TRAP (I PER TRAILER)0 RECEPTOR FOR REFRIG / WATER STATION / ETC 1 0 RECEPTOR FOR COM. SINK / DISHWASIIER / ETC 1 0 SHOWER, SINGLE STAIL 2 STIOWER, GANG (NIJMBER OIT HEADS)0 0 2 0 SINK: COMMERCIAL/III.lSl l)llNTlAL KITCI II-.N 0 SINK: COMMERCIAL BAR 0 0 0 SINK: WASH BASIN/DOUBLE LAVATORY 0 SINK: SINGLE LAVATORY/RESIDENTIAL BAR 2 0 5 0 0TOILET, PIJBLIC INSTALLATION 6 0 TOILET, PRIVATE INSTALLATION 2 1 3 3 IJ YEAR ANNEXED CREDIT RATE/$ I,OOO ASSESSED VALUE 1979 1980 1981 1982 1983 r984 1985 $0.00 1987 1988 1990 l99l 0.00 l99l 199.1 1995 1996 t99 7 1999 2000 l00l 3 2 BEFORE 1979 r986 1989 1992 1998 lo t 3 I=lolol= lllol3l=lo 12 l= 3Irlo Irlrls Izolol2 Jtltl luRrNAL, srArl / WALL + 2 JO1JRNAL OR JOB NUMBER NAME OR COMPANY: LOCATION: TAX LOTNUMBER: DEVELOPMENT TYPE: NEW DWELLING TJNITS IMPERVIOUS AREA CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET l8-00196-l RI\TR HOUSING LLC IOJI lST ST 170.1352:02700 Sin I , STORT,I DR INAGI] DIR-ECT RUNOFI: TO ITY STORM SYSTEM A, REIMBURSEMENT COST IMPERVIOUS S F 2368 96 B IMPROVEMENT COS-I' IMPERVIOUS S,I: 2168 96 COST PER S F s0.294 COS'I'PLR S II S0,124 COS I'PIR DTU $165.5.1 COST PER DFU s8l.il NUMBER OF UNITS I NI]MBER OF UNI TS I COST PER FEU $131.89 COST PER FEU s1,597..1.1 COSTPER FEU s22 82 ADM, FEE RATE i% AREA DRAINTNO TO DRYWELL 0 CIIA.RGE $696 47 CHARCE $1,O44 44 NEW TRIP FACTOR 1.00 NEW TRIP FACTOR 100 ITEM I TOTAL. STOR]II DRAINAGE SIrc 2, SANITARY SEWER. CITY A. REIMBURSEMENT COST: ADT TRIP ItA I I] 957 B, IMPRO\EMENT COST: ADT TRIP RATE 957 SUBTOTAL $10.366 l5 MWMC CREDIT IF APPLICABLE (SEE RE\GRSE) MWMC ADMINISTRATIVE FEE s1,700,91 s.1,212.0.1 COST PI]R'1'RIP I9 2E ( ost Platt t RtP sl66.4r s1,69t.05 s1,762.t5 $10.166.t5 CIIAROE s5t8ll ll B, IMPROVEIVIENT COST: \t \flll tt rl t)l L \ ll ITIII2 TOT.II- ( trl S.\\trlRI Sf\\fR SDC 3, TRANSPORTATION A. REMBURSEMEI.IT COST ITf, II 3 TO IAL -'I RA)ISPOR'IATIO]I SDC 4, SANITARY SEWER. MWMC A, REIMBURSEMENT COSI' NUMBER OF FEU's B. IN,IPROVEMENT COS I \l \|lt tilr II. C. COMPLIANCE COST: NUMBER O!- FEU s Ilft\tl to L\L,lI\\ \t( s.\\ll.\R\ st\\fRsDa suBTo'lAL (ADD ft UI|S t, 2,.), & l) 5. ADMlNISTRAIIV].. IU: TOTAL STORM ADMINISTRATION FEE TOTAL SEWER ADMINISTRATION FEE: TOTAI TRANSPORTATION ADMINISTRATION FEE TOTAL MWMC ADMINISTRATION FE6. LOCAL 0 I U]LDING SIZE (SF)LOT SIZE (SF 0 \r\x {50n #Dtv/o! s t,00.1..11 s2,152.02 s I,060.02 st.597.{{ s22.E2 s0.00 sr0.00 s8s.05 s l8{.s5 sEE.! ! st0.E6t.{6 1070 l09l l09l t093 109.1 1051 1055 1051 t056 1079 t0t7 t078 oc F2o @ @ @ @ EI PREPARED BY Sle\en P.le6en DATE I t/15/2018 'l()1.{L sDC cHARCf,S NUMBER OF DFU s t60.60 JOI'RNAL OR JOB NUMBER: NAME OR COMPANYI LOCATION: TAX I-OT M]MBER. DE\ELOPMENT TYPE: NEW DWELLING UNITS IMPERVIOUS AREA CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET RIvER IlOUSINGLLC IOJI IST ST Sr c Fami Residence I. S IORM DR-\INA(JIJ DIRECT RUNOFF TOCITY STORM SYSTEM A. REIMBTJRSEMENT COST IMPERVIOUS S F 2975_42 ll IN{PROVEMhN I COS f COSI PER S F s0 29.1 COST PER S II s0..12.1 COST PFR DFI I s165.54 COSTPER DFU s8l 5.1 NUMBER OIi UNITS NUMBER OF UNITS 1 COSI' PER FEU $ 131.89 COST PER FEU s1.597ll COST PER FEU s22.82 ADM FEE RATE AREA DRAINING TO DRYWELL 0 CTIARGE $s74.77 CI I,\RGE $1,261.58 NEW TRIP FACTOR 1.00 NEWTRIP FACTOR 1.00 ITf,lII T TOTAL. STORJ}I DRAINAGE SDC 2. SANITARY SEWER . CITY ADT TRIP RATE 9i7 A, IMPRO}EMENT COST ADT TRIP R,ATII 9.57 SUBTOTAI st3,272 39 MWMC CREDIT IF APPLICABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE s2,l36Js s5.682.8,1 COST PER TRIP l9l8 COST PER TRIP s366.. s3.691.05 st,762.t5 51r,272.19 CIIARGE s66l 6l A, REIMBI]RSEMENT COST NUMBER OF DFU'S tl A. IMPRO\EMENTCOST NUMBER OF DFt-rs li ITX]IT 2 TOTAI,. CITY SANITARY SENIIR SDC ] ]N4NSIQ&f{I]QN A REIMBURSEMLN'T COST .T SANITARY SEWER. MWMC A REIMBURSEMENT COST NUMBER OF !EU's I B IMPRO\€},{ENT COST NUMBER OF FEU'S I C. COMPLIANCE COST: NUMAER OF FEU'S I ITE]\I.I TOTAL- }I\\'}TC SA\IT-{RY Sf,\}1:R SDC SUBTOTAL (,tDD ITEMS l,2,3, &.1) 5 AI)MINISTR-\TIVI.] I,I:I1: TOTAL STORM ADMINISTRATION FEE TOTAL SEWER ADMINISTRATION FEE: TOTAI- TRANSPORTATION ADMIMSTRATION FEE TOTAL MWMC ADMINIS'IRATION FEE . LOCAL 0 UILDING S]Z E (SF)0I LOT SIZE (SF)0 35%0 s8?t.?? s1,26t.58 s.t,807.42 sl8{-51 sl.I.89 s0.00 2n{.1.1 sl8{.55 SEE.! I s 1.1,9.16.01 1070 t09l r09l l09i 109:l 1054 l0jj 1054 1056 1079 1011 1078 oc FI(, !.1 PREPARED BY Sle!en Pelersen DATE 11/15/20r8 .I'OTAL SDC ( IIARGES l8 00 t964 1703352202700 [--mFEvror]Sf+- | 2975 .rl IIf,II3 TOTAL - TR\]ISPORTATIO\ SDC s22.82 I 1,4{K 45% | #Drv/or l-3ir s3506.s4 I sig74 I tioi}0 l-;iffi DRAINAGE FIXTURE UNIT CALCULATION TABLE FOR REMODELS. CALCULATE ONLY T}IE NET ADDITIONAL FXTIJRES) NO. OF FIXTURES UNIT FIXTURE TYPE NEW OLD E IVALEN'I' MISCELLANEOUS DFU TYPE NUMBER OF EDT]'S TOTAL DRAINAGE FIXTURE UNITS D\vellr Unil isadi d\\cll DFU'S sel at 167 MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE DRAINAGE FIXTURX UNITS 20 0 .EDU $5.29 $5.19 $s.12 $4.98 $4.80 $4.63 $4.40 $4.07 $3.67 $3.22 $2.73 $2.25 $1.80 IS LAND ELGIBLE FOR ANNEXATION CREDIT? (Enter I for Yes, 2 for No) IS IMPROVEMENT ELGIBLE FORANNEX. CREDIT? (Enter I for Yes, 2 for No) BASE YEAR CREDIT FOR LAND ( II.' APPLICABLE) 2 2 1979 VALUE / IOOO $0.00 CREDIT RATE $5.29\ CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) VALUE / IOOO CREDIT RATE $0.00 x $5.29 TOTAL }IW]IIC CREDIT$'1.59 $1 .45 $1 .25 $1.09 $0.92 $o.72 $0.48 $0.28 $0.09 $0.05 3BA'IHTUB 0 0DRINKING FOUNI'AIN 00ITI,oOR I)RAIN 0 3 0INTERCEPTORS FOR GREASE / OIL / SOt-IDS / ETC. 0 0 6 0INTERCEPTORS FOR SAND / AUTO WASII / ETC 0 0LALNDRY TUB 1 0 3 3CLOTIIESWASHER / MOP SINK 0 0 6 0CLOTHESWASHER - 3 OR MORE (EA) MOBILE HOME PARK TRAP (I PER TRAILER)0 0 0 1 0RI]CEPTOR FOR REFRIG / WATER STATION / ETC 3RECEPTOR FOR COM. SINK / DISHWASTIER / ETC 1 0 2 2STIOWER, SINCLE STALL SHOWER, GANG (NUMBER OF HEADS)0 1 0 3 3S]NK: COMMERCIAI-/RESIDENTIAL KI.TCHEN SINK: COMMERCIAL BAR 0 0SINK: WAStt BASIN/DOUBLE LAVAToRY SINK: STNGLE LAVA.IORY/RESIDENTIAI- BAR 3 0 0URTNAL, STALL / WALL 5 0 TOILET. PUBLIC INSTAILATION TOILET, PRIVATE INSTAILATION 6 23 YEAR ANNEXED CREDIT RATE/$I,OOO ASSESSED VALUE BEFORE I979 1979 1980 l98l 1981 t98l 198.1 1985 1986 1987 1988 1989 1990 1991 1992 $0.00 1993 199{ 1996 1991 1998 1999 2000 l00l IT E NUMBER OF NEW FXTTJRES x UNIT EQUIVALENT = DRAINAGE FIXTURE UNITS I995 lo loll2 l= 1l0l3l ololzl olol2lre, l2lol3l= Io ll to 0l3l=olll--------r-----f-=t= T-----------------I-------lzl- J STREET 5 Bq'26za"V'l b6.oo' (,t C^)s h, \ \ \ \ !aO\tl- I I \ \ \ E$it 5688ZE13 H:E3 !I3H;tdH 3Eee ;gEI rE:EErlt 9!i_E EE=i I o I E ! F 0{ orl o! 4,zo 3 FI .E o T TIooz TAX T 2700 b60b 30 FT )a coNc DRIVENAY l ',-o l<)" Z\ lo o t-ul uJilt-f) c)l 'cp \>-\ I \ \ \ \ € 3 ? N Bq2630"E 86.00' I \ u t-f)vu- zfIE P E E o t E a E ;Q F&9OSI rEz! Y -.f 6'+=-l < a(l Ei 3Eg*8; EEI =g iE?gEg E;E 6 e:1:3? ?+ E H*EFB,F : T : F;rEge aEX sggr: eeq SEii= 6ad 2;e:! 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Or.e,, a! pJaLLetl antl recorrler-i 1l Bk. {, Pg. ! t953 t964 1975 L977 lx{z Dc 9/95594'Lu 3pg-trl . , ICOPR, the nce. lEast al-g. the N ln. of sd. Lot, 86 ft. thencels10"ln6'3on E 10r.84 ft. to a pt. g6 ft. E of L of Lot 5, thence I West S6 f l . to the Sr,{ cor . of Lot !, thenc e INIO"/*6|36,' W a1g. the W'1y 1I. of Lots ! & {,cor. of Lot {, and the POB, in LCO. I I I I I ; AH Gccr.rcz i-oI G.ur y o,.-., -ihe I ?Rc.i-;rge cF I I ?f lLawtt''c? rdis gifLsr I Be-c\n't' o- f$Lf,'*ite"- i "tt''nrq 5re{"1^ - "I ;ibr57' Bdb E*cL I f t' .. . /, ? €v? Ert\I oatn* ioreT€viei'i srr-*-- RN$tr I I I I I I I I I I I 7\V)+6:-]- LL / 46446 the SW cor * to the NW BLOCK "/9l^86 SMITH Thayne P,-'." [2ewr ar.,r'Qur=erto,*rs B.u,stv<+ 2.osp6353 From: Sent: To: Subject: SMITH Thayne Wednesday, September L2, 2018 11:26 AM 'f inepsllc@ g mail.com' 1051/1053 1st Street Duplex Permit Jon, I am reviewing the plans for the new duplex at 1051/1053 1't Street and I need some additional information before I can approve: As soon as those items have been addressed, I can complete the BUILDING portion of the review EBh-a-TRuueSr-{n-i!-{Bul! P!,a-a-s EBa,@!B,ea CITY oF SPRINGFIELD 225, sTH STREET SPRINGFIELD, OR 97 477 TSMITH@SPRINGFIELDoR.GoV P - 541-72637a3 F - 541-726,-86a9 1 1) According to our computer data, this entire taxlot is covered in hydric soils. I need a soils report that shows what the soil bearing capacity is at least 1500psf and that the soils are of consistent types across the building envelope. The results of the soils report may trigger the need for a revised foundation plan with larger footings. 2) I did not see any headers or beams called out through-out the plan. Please beam and header sizes, species, and s pa ns. 3) There was not a selected UL Fire Separation assembly attached to the plans to show how the two sides of the duplexes and protected at the shared wall. Please submit a UL rated assembly. 4) What type of roof covering is proposed? Asphalt shingles, Metal, Tile, etc? I t dean@coeproperties.com Thayne, #2 & #3. Comments from the drafler'. "#2. All headers are 4x8 unless noted otherwise. Exception 10'garage door header is a 6x12, the 16'garage door header is a 5-112x15 glb hdr. I have attached calculations. 16' headerwill require 22"X22"x10" footings #3. Attached fire wall assemblies." #4. Asphalt Shingles Thank you, Dean Pickett River Housing, LLC 503-319-4878 From: Jon Fine <finepsllc@gmail.com> Sent: Wednesday, September 12, 2018 12:06 PM To: glenremington@hotmail.com; dean@coeproperties.com Subject: Fwd: 1051/1053 lst Street - Duplex Permit Dean, here is a email I received from City of Springfield. Just sending your way too just in case you didn't receive From: Sent: To: Cc: Subject: Attachments: Jon Sent from my iPhone Begin forwarded message: From: SMITH Thay dean@coeproperties.com Thursday, September 27, 2018 10:00 AM 'SMITH Thayne' 'Jon Fine' FW: '1051/1053 1st Street - Duplex Permit FIREWALL CONSTRUCTION.pdf; WP3370.pdf; D1380-'1630 10'garage door hdr.pdf; D1380-1630 16' garage door hdr.pdf ne <tsmith@sorin gfield-or.gov> Oate: September 72, 2OL8 al ll:25:38 AM PDT To: "finepsllc@sma il.com" <flaepsllc@gmail.com> Subject: 1051/1053 1st Street - Duplex Permit Jo n, I am reviewing the plans for the new duplex at 1051/1053 l't Street and I need some additional information before lcan approve: #1. I have a soils report coming. They have tested the site and the 1500psf footings/foundation will be adequate. I expect the report early next week, as the Engineer is now in Alaska fishing! He gave me a verbalwith paperwork to follow. 1 1) According to our computer data, this entire taxlot is covered in hydric soils. I need a soils report that shows what the soil bearing capacity is at least 1500psf and that the soils are of consistent types across the building envelope. The results of the soils report may trigger the need for a revised foundation plan with larger footings. 2) I did not see any headers or beams called out through-out the plan. Please beam and header sizes, species, and spans. 3) There was not a selected UL Fire Separation assembly attached to the plans to show how the two sides of the duplexes and protected at the shared wall. Please submit a UL rated assembly. 4) What type of roof covering is proposed? Asphalt shingles, Metal, Tile, etc? As soon as those items have been addressed, I can complete the BUILDING portion of the review Thayne Smith Pla ns Examiner CITY OF SPRINGFIELD 225, sTH STREET SPRTNGFTELD, OR 97 477 P - 541-72637a3 F - 541.72@36A9 2 TsMtrH@SPRINGFtELD-oR.cov ROOF S|]EATr-]rNG ROOF TRU35E5 ATTIC CEILING 5/81' TYPE X GYPSUI1 AALLBOARD 8'I TYPE X GYPSUI,1 AALLBOARD CEILINGS AND l,nALLSA5 PER DETAIL SUBFLOOR FLOOR JOISTS /OII TYPE X GYP5UI,1 AALLBOARD CEILINGS AND AALLS A5 PER DETAIL 5UBFLOOR FLOOR ol5 5 FOUNDATION FIRENALL CONSTRUCTION I l--lR. F|RE / 45 TO 4q 5TC 50UND II c \useE\Gr€9\oropbox\Pubrrc\coev 546\FrREwaLL coNST RUCTION -- 0926/2018 ,, 04 43 PM S6re1 32 P 5 ZUz -.lrnfrofr T frJJoZ-(r) o -T1 E 6 T ttltl) d o ryrnfr6 ilH $p-o +Ha ettE6 ) .. [t't.{a '. 6--d =;(b6:x &sQ trr r!f(6 Plh l-. UJ- (* ] 6-: E F$S s$f, Oo8-r9(0n su)O-) o ao- ^rOro trlr lt >--lf s f(u9.) -+d {sir[o&0 q a.r F FeSg. rr -nr (\ d = ANA>I =t-uI r I { l,)$$t $I.JJ II l$ 6"uo I $$i-rN Cr Uoo6'l C E cr1 CTo I {0p 6_ -lo(n ct- rno H K XX ul g$ CNz-9uu) -l c1ue6\Gr69\oropbox\P!bric\co€\15r/r6v!P3370-09/26/2018 0441 PM S€rel a8 Project: D138G.1630 Location: RF82 Roof Beam [2015 lntemational Buitding Code(20'15 NDS)] 5.5|N x 11.5|N x 10.25 FT *2 - Douglas-Fir-Larch (North) - Dry Use Section Adequate By: 39.7olo Controliing Factor: Moment BEAITI DATA Span Length Unbraced Length-Top Unbraced Length-Bottom Roof Pitch Roof Duration Factor 1 10.3 ft 0ft 0ft 4 :12 15 OEFLECTIONS Center Live Load 0.09 lN U1355 Dead Load 0.06 in TotalLoad 0.15 tN U810 Li\€ Load Deflection Crilei,at U240 Total Load Defleclion Criteria U240 REACTIONS Li\e Load Dead Load Total Load 169 114 2U A 8 3 1 lb tb lb in c '1698 Ib 1143 lb 28/,1 tb 0.83 inBearng Length 0.83 Strucalc Version 10.0.1 6 912612018 4:44:50 PM LOADING DIAGRAM 10.25 tr B sIFt h\/--.' . Strucalc I 0 ROOF LOADING Side One: Roof Li\e Load: Roof Dead Load TributaryWidth: Side Two: Roof Live Load: Roof Dead Load TributaryWidth: DL= 25 15 11.3 psf psf ft DL= 25 15 2 psf psf ft Wall Load WALL = 0 plf SLOPE/PITCH ADJUSTEO LENGTHS AND LOAOS Adjusted Beam Length: Ladj = 10 25 ft Beam Self Weight: BSW = 13 plf Beam Uniform Li\€ Load: wL = 331 plf Beam Uniform Dead Load: wD_adj= 223 pll Total Uniform Load: wT = 554 plf MATERIAL PROPERTIES #2 - Douglas-Fi.Larch (North) Base Values Fb = 875 psi Cd=1.15 CF=l 00 Fv= 170 psi Cd=l 15 E = 1300 ksi Fc-f= 625 psi Adiusted 1006 psiBending Stress Shear Stress:196 psi 1300 ksi 625 psi Modulus of Elasticity Comp. -L to Graini Controlling Moment 7278 tPb 5 125 ft from left support Created by combining all dead and li\e loads Controlling Shear: 2840 lb At support. Created by combining all dead and li\E loads Compa.isons with requircd sections Seciion Modulus: Area (Shear): Moment of lnertia (deflection): Moment: Shear: Reo'd 86.79 in3 21.79 anz 206.55 in4 727A ft)b 2840 tb Provided 121.23 an3 63.25 in2 697.07 in4 10166 ft-tb 8244 tb V A Projecti D1380-1630 Location: RFBl Roof Beam 12015 lntemational Bualding Code(2015 NDS)l 5 5lN x 15.0IN x 16.25 FT 24F-V4 - Visually Graded Westem Species - Dry Use Section Adequate Byr 29 1% Contrdling Factor: De{lection MATERIAL PROPERTIES 24F-V4 - Visually Graded Western Species Base Values Bending Stress: Fb = 2400 psi Fb_cmpr = 1850 psi Cd=1 15 Cv=1 .00 Shear Stressr Fv= 265 osi Cd=l 15 Modulus of Elasticity: E = 1800 ksi Comp. atocrain: Fc-l= 650 psi ROOF LOAOING Side One: Roof Li\,e Load: Roof Dead Load Tributary Widlh: Side Two: Roof Li\e Load: Roof Dead Load TributaryWidlh: DL=15 11.3 psf psf ft psI psf ft plf DL= 25 15 2 Wall Load OEFLECTIONS Center Li\e Load 0.1e lN U1045 Dead Load 0.13 in TotalLoad 0.31 lN U620 Li\ e Load Deflection Criteria: U480 Total Load Deflection Criteria: U480 REACTIONS Live Load Dead Load Total Load Bearinq Lenqth A 2691 tb 1847 rb 4538 rb 1.27 i^ E 2691 tb 1847 tb 4538 tb 1.27 in BEAM DATA Span Length Unbraced Length-Top Unbraced Length-Bottom Roof Pitch Roof Duration Factor 1 16.3 fr0ft0ft4 :12 't5 Strucalc Version 10.0.1.6 9/26/2018 4:31:38 PM !.OAA!NG qAEAAM A 16.25n Adjusted Conlroled by: Fb'= 2750 psi FV = 305 psi E'= 1800 ksi Fc - f'= 650 psi Controlling Moment: 18439 ft-lb 8.125 ft from left support Created by combining all dead and live loads Controlling She.r: 4539 lb At support. Created by combining all dead and live loads SLOPE/PITCH AOJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 16.25 ft Beam Self Weight: BSW = 18 plf Beam Uniform Live Load: wL = 331 plf Beam Uniform Dead Load: wD adj= 227 pll Total Uniform Load: wT = 559 plf Comparisons with roquilod sections Section Modulus: Area (Shear)l lrloment of lnenia (deflection): Mornent: Shear Reo'd 80.47 in3 22.34 in2 '1'r98.36 in4 18439 ftlb 4539 tb Provided 206.25 in3 82.5 in2 1546.88 in4 47261 ftlb 16761 tb StruCalc 9.0 urcib V B rtes .com dean From'. Sent: To: Cc: Subiect'. Attachments: tH.@";"3188:l'il'"f,S'0,p* 'SMITH Thayne i$llsill*l:;3tt".",',1'-H,i:l^:;:i'' Thayne, Here is the official soils report requested. Thank you, Dean 503-319-4878 From: Jon Fine <finepsllc@gmail.com> Sent: Wednesday, September 12,2018 12:06 PM To: glen remington@ hotmail.com; dean @coeproperties com Subject: Fwd: 105U1053 1st Street - Duplex Permit Dean, here is a email I received from City of Springfield. Just sending your way too just in case you didn't receive. Jon Sent from my iPhone Begin forwarded message: From: SMITH Thayne <tsm ith (osprinefield-or.sov> Date: September 12,2018 at 11:25:38 AM PDT To: "fine psllc@gm a il.co m " <finepsllc@sma il.com> Subject: 1051/1053 1st street - Duplex Permit Jon, I am reviewing the plans for the new duplex at 1051/1053 1't Street and I need some additional information before lcan approve: 1) According to our computer data, this entire taxlot is covered in hydric soils. I need a soils report that shows what the soil bearing capacity is at least 1500psf and that the soils are of consistent types across the building envelope. The results of the soils report may trigger the need for a revised foundation plan with larger footings. 2) I did not see any headers or beams called out through-out the plan. Please beam and header sizes, species, and spans. 3) There was not a selected UL Fire Separation assembly attached to the plans to show how the two sides ofthe duplexes and protected at the shared wall. Please submit a UL rated assembly. 4) What type of roof covering is proposed? Asphalt shingles, Metal, Tile, etc? As soon as those items have been addressed, I can complete the BUILDING portion of the review. (!€ 1 \ Thayne Smith Plans Examiner CITY OF SPRINGFIELD 225, 5TH STREET SPRTNGFTELD, OR 97477 TSMITH@SPRINGFIELDoR.Gov P - 541-726.37A3 F - 541-726.3649 2 XIPBS Duplex:Tax Lot 2700 DAILY FIELD REPORT Page 1of 1 9 /21,/18PRO,]ECT NAME: PRO]ECT NO,: ADDRESS: PBS STAFF: PURPOSE OF VISIT: DATE: PERMIT NO ARRIVED: D EPARTE D: WEATHER: 73415.001 NA 1051 & 1053 lst Street, S prinqfield 1115 Ny' ike Golden t240 Partly Cloudy, lower 70s Documents Reviewed flPrevious PBS DFR dated: x]Plans and Specifications dated: 4/18/18 EGeotechnical Engineering Report dated Requested By: Dean Pickett Contractor: NA Site Contact: NA Arrived on site as requested by Dean Pickett of River Housing, LLC, to observe footing subgrades for the new duplex at 1051and 1053 1st Street (formerly 215 J Street) in Springfield, Oregon. When I arrived, I observed that the site had been cleared of structures and stripped of all topsoil and vegetation. I observed a utility trench excavation in the central portion of the property. Exposed soils at the site consist of non-plastic to low plasticity silt. The exposed subgrade in the vicinity of the proposed dupiex was evaluated by probing using a %-inch diameter steel probe. Based on penetration resistance with the probe, the site soils were generally medium stiff. A hand-augered boring was advanced to a depth of 5 feet below the existing ground surface along the north side ofthe proposed duplex. Soils observed in the hand auger were generally consistent with the exposed subgrades, but became increasingly stiff with increasing depth. Based on observations and testing, the foundation subgrades have been prepared in general accordance with the intent of the project plans (design bearing pressure of 1.,500 psf). itally signed by Ryan ite, PE, GE Date: 201 8.1 0.01 14:34:24 ORIGON '00' the contractor's employee s oragents, Ourfirm ls not responsible for site s6fety. EThis preliminary report has been prepared to acknowledge field EThis repo( has been revlewed bythe project manager or professlonal observations were performed on the date ind icated. Information contained project representative. con.lusions drawn from this report should be in this report is subject to change pending final review. discussed with the undersigned. SUBIMITTED BY RE\']EWED BY '[[iL- )1*ldn* PBS Engineering and Environmental Inc P 5 ineering and Environmental Inc. OAEr 4412 SW CORBETT AVENUE, PORTLAND, OR 97239 .503.248.r939 MAIN.866.727.0140 FAX. pBSUSA.COM Observe Footinq Subqrades SITE OBSERVATIONS: willamalane Park and Recreation District Job.No. 811-18-001954-DWL PARK AND RECREATION SYSTEM DEVELOPMENT CHARGE WORKSHEET 2018 OWNER OF PROPOSED STRUCTURE NAME: RIVER HOUSING LtC ADDRESS: 7070 5W BAYI-OR 5T, PORTLAND, OR 97223 LOCATION OF PROPOSED STRUCTURE ADDRESS: 1051 1ST ST, PHON E: 541-469-1000 t7 033s2202700 td, oR 97 477 0 TAX LOT#PLAT NAME: l.DEVELOPMENT TYPE A. Single-Family Detached NO. OF UNITS: 0 X 53721per unit = B. Single-Fa m ily Attached NO. OF UNITS: 1 X 53712 per unit = C. Multi-Family Apartment NO. OF UNITS: 0 x S329s nit = D. Single Room Occu pancy NO. OF UNITS: 0 X S 7 per u nit = 53,712 5o -!* \0Gr U X 51698 per unit = 2. SDC CREDIT 3. TOTAL PARK AND EATION SDC ASSESSED Date permit submitted: 8/15/2018 E. Accessory Dwellin NO. OF UNITS: 0 (s 0) 5t,t rz ln it: s Date permit issued: _ so so l ) \-/S