The URL can be used to link to this page

Home My WebLink AboutPermit Building 2000-08-23SPRINGFIELD Job# 00-01 199-01 RESIDENTIAL PERMIT City Of Springfield Gommunity Services Division Building Safety Page 1 of 4 225 North Fifth Street Springfield, OR97477 Location Of Proposed Site: 2276 00036TH Ct Spr AssessorsMap#: 17021943 Lot: 1 13 Block: Addition: 1st Job Number: 00-01 199-01 Office:726-3759 lnspection Line: 726-3769 Tax Lot#: 01130 Subdivision : Ambleside ctrY oF sPRllvGFtEL4 OREGON Owner: Greg Larkin Address: Po Box 2041 Scope Of Work: Single Family Residence Phone Number: City/State/Zip: New 541-726-0330 Corvallis, OR Value: $120,227 Electrical Permit has been paid for by G & E electric Contractor Type GeneralContr Electrical Contr MechanicalContr Plumbing Contr Contractor River Valley Builders lnc PO BOX 2041, Corvallis, OR 97339 G&EElectriclnc Po Box 1686, Albany, OR 97321-0529 Midway Heating Co lnc 12625 Se Sherman St, Portland, OR 97233-1449 Midway Plumbing lnc 2428Three Lakes Rd Se, Albany, OR 97321-9781 Registration # 1 34566 Expiration Date 4t15t01 Phone 541-726-0330 541-967-8627 503-252-4003 541-928-7927 54468 24044 4687 9/15/01 5122101 7125100 NOTICE: Quad Area: # Of Units: Constr. Type: Water Heater: 3RNC 1 (VN) Wood Frame Gas officeuse THTSPERI/|TSHALLEXPIHEIFTHEWOBK Land Use: singre ramir0BTlSf,ffiEq$fffirtrFll8&EqMrENoT Zoning code: LDR bor"turtdcre0eFdffilE0NFPEgBiling Bedrooms: 3 ANYl80DAYREftlO&rrce: GasRange: Electric Sq. Footage: 169q. 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. Required ruteoadopted bYtho Gentcr.Thoce ru leaCrcmtfor' 0 CIAF to Site Verify Ground Rod Footing Foundation Post and Beam Floor lnsulation Ceiling lnsulation -To be made after excavation but prior - lnstall ground rod at footing, and call -After trenches are excavated. -After forms are erected but prior to -Prior to floor insulation or decking. -Prior to decking - Prior to cover. UtilitY telcohone Nottliaatior 66pf6r is 1 -Bn0=.c4o-2344) ndation i .: Shear Wall Nailing Framing Walllnsulation Drywall FinalBuilding Temporary Power Rough Electrical Electrical Service Fina! Electrical Underfloor Plumbing Underfloor Drain Rough Plumbing Water Line Sanitary Sewer Line Storm Sewer Line Perimeter Foundation Drains Fina! Plumbing Underfloor Mechanical Rough Gas Rough Mechanical Gas Service FinalGas Fina! Mechanical SW-Curbside CC-Standard Job# 00-01199-01 Page2 ot 4 Required lnspections Buildinq -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 electricalwork is complete. Plum - 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 filling 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 tet -When all gas work is complete. -When all mechanicalwork is complete. Public Works -After forms are erected but prior to placement of concrete -After forms are erected but prior to placement of concrete Street lmprovement: Fully lmproved Sidewalk Type Curbside - 5' Curb Cut?lmprovement Agr.?[Additiona! ROW? San Sewer Depth (Ft): 6 - 4 Size Of Line (in): I Storm SewerAvailable? f Downspouts/Drains: To Storm Sewer Special Req.: Enchroachment Permit: Security Required: San Sewer Tee (in): 6 Bond Begin DateTime: 00/00/00 00:00 AM Bond End DateTime: 00/00/00 00:00 AM Special lnstructions: ALL ROOF & FOOTING DRAINS TO STORM SEWER Other Utilities: Types Of Warning Devices Reqd. Project Supervisor: Zoning: LDR FloodPlain? [ Job# 00-01 199-01 Overlay District: # of Street Trees: 1 Page 3 of 4 Land Use: Single Family Dwelling Pave Driveway?Wetlands? Planner: AlWard Urban Growth Boundary? Quantity Of Fill: Supplier: Drainage: Floodway FEMA: n/a Journal numbers 1: 2: GommentsAlready completed an LDAP 3: Additional Requirements: tr Glenwood Area? [ Required Attachments: Source Locn: Material: Flood Plain FEMA:nla Construction Types:(VN) Wood Frame Occupancy Groups: Dwelling # Of Buildings: 1 # Of Bedrooms: 3 Handicap Access? Area (Sq. Main: 1680 Accessory530 Accessory Structure # Of Stories: 1 Height (feet): 19 Current Units: Proposed Units:1 Census Code: New SF - detached Total2210 Fee Paid On Receipt# Value/Quantity Fee Amount Plan Check Hourly Plan Review Total Plan Check 08/04/2000 2787 2 $80.00 $80.00 Building Building Permit State Surcharge For Building Permit Building Administrative Fee Total Building 08t23t2000 08t23t2000 0812312000 2994 2994 2994 120,227 $480.25 $33.62 $14.41 $528.28 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 State Surcharge For Electrical Permit Electric Administrative Fee Electric Administrative Fee Total Electrical 0811512000 0B/1 5/2000 08123t2000 08/1 5/2000 08123t2000 08/1 5/2000 0812312000 2912 2912 2994 2912 2994 2912 2994 1 3 1 $85.00 $45.00 $40.00 $9.t0 $2.80 $3.e0 $1.20 $187.00 Plumbing Minimum Plumbing Permit Fee Two Bathrooms State Surcharge For Plumbing Permit Plumbing Administrative Fee Total Plumbing 08t23t2000 08t23t2000 08123t2000 0812312000 2994 2994 2994 2994 1 $.oo $160.00 $11.20 $4.80 $176.00 Mechanical Hood and Exhaust One to Four Outlets Minimum Mechanical Permit Mechanical Administrative Fee Less than 100,000 BTU 08t23t2000 0812312000 08t23t2000 0812312000 08123t2000 2994 2994 2994 2994 2994 1 1 $4.50 $2.00 $.00 $.74 $6.001 Job# 00-01199-01 Page 4 of 4 Fee Paid On Receipt# Value/Quantity Fee Amount Mechanical Vent Fan to One Duct Dryer Vent Mechanical lssuance State Surcharge For Mechanical Permit Tota! Mechanical 0812312000 0812312000 08t23t2000 0812312000 2994 2994 2994 2994 3 1 $9.00 $3.00 $10.00 $1.72 $36.96 Pubtic Works New Sidewalk New Curbcut Total Public Works 08t23t2000 08t23t2000 2994 2994 $60.00 $60.00 $120.00 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 System Development 08t23t2000 0812312000 0812312000 08t2312000 08t23t2000 0812312000 0812312000 08t23t2000 2994 2994 2994 2994 2994 2994 2994 2994 2,430 20 ,| 1 1 1 $583.20 $997.20 $507.82 $242.76 $22.05 $10.00 $1 18.12 $-.sg $2,480.56 S.F. Residence - Willamalane TotalWillamalane SDC Willamalane SDC $t $t 00 00 ,000 ,000 Grand Total PIan Gheck Type lnitial Review-Res Engineering-Res Planning-Res Structural-Res Checked By Lisa Hopper Steve Templin AlWard Don Moore Date Completed 0B/08/2000 08t1412000 0B/16/2000 0Bl2'U2000 $4,608.80 Comment NO OCCUPANCY UNTIL CITY ACCEPTS INFRASTRUCTURE 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 required add s readable from inspections are requested at the proper time, that each the permit card is located at the front of the property, and the *z4aset of plans in the site at alltimes during construction Date 50 1 1 0812312000 2994 I \ UUillamalane Park & Recreation District A Single-Family Detached L Single Family home NO. OF UNITS f O\lqq.olJob. No. DEVELOPMENT CHARGE WORKSHEET PHONE:NAME: ADDRESS:STATE: LOCATION OF PROP BUILDING SITE: Street Address: \ Tax Lot Number: DEVELOPMENT TYPE (Check appropriate dwelling(s). SDC calculations and dwelling t 1pe detinitions are on the back) P Plat (l3D 1 B. Single-Family Attached NO. OF UNITS X $924 Per unit C. Multi-Family Apartment NO. OF UNTTS X $692 Per unlt D. Manufactured Home Park X $699 Per unlt = $ $ Manufactured home not in a X $1,000 Per unit = $ =$ =$ NO. OF UNITS WILLAMALANE SDC & 2. SDC CREDTT (lf applicabte) SDGpayermust furnlsh proof of Willamalane Credit approval. See SOC Credit Wotl<shooL $ 3. TOTAL WILLAMALANE NET SDC ASSESSED (lf SDC reduced (or $ p Date City of nt 1 3 / PLUMBING FXTURE UNIT (PFI.J) CALCULATION TABLE NUMBER OF NEW FIXTURES X UNIT EQUIVALENT = PLUMBING FIXTURE TINITS (NOTE: FOR REMODELS, CALCULATE ONLY THE NET ADDITIONAL FIXTURES) FIXTURETYPE PLUMBING FIXTURE LTNITS FIXTURES NEW OLD UNIT EQUIVALENT BATHTUB DRINKING FOUNTAIN FLOORDRAIN INTERCEPTORS FOR GREASE/OIL/SOLIDS/ETC. INTERCEPTORS FOR SAND/AUTO WASH/ETC. LAUNDRY TUB/CLOTHESWASHER/MOP SINK CLOTHESWASHER - 3 OR MORE MOBILE HOME PARK TRAP (I PER TRAILER) RECEPTOR FOR REFRIGERATOR/WATER STATION/ETC. RECEPTOR FOR COMMERCIAL SINK/ DISHWASHER/ETC. SHOWER, SINGLE STALL sHowER, GANG (NLJMBEROF HEADS) SINK: BAR, COMMERCIAL, RESIDENTIAL KITCHEN URINAL, STALLAMALL WASH BASIN/LAVATORY, SINGLE OR DOUBLE TOILET, PUBLIC INSTALLATION TOILET, PRIVATE INSTALLATION MISCELLANEOUS: TOTAL PLUMBING FIXTURE CREDIT CALCULATION TABLE: BASED ON ASSESSED VALUE IF IMPROVEMENTS OCCURRED AFTER ANNEXATION DATE IN TABLE, CALCULATE CREDITS SEPARATEI CREDIT FOR PARCEL OR LAND ONLY IF APPLICABLE IMPROYEMENT (IF AFTER ANNEXATION DATE) 1.037 $0.59 0 0 0 0 4 0 0 0 0 2 0 2 0 2 0 8 2 I 2 J 6 2 6 6 I J 2 I 2 2 1 6 4 2 1 I 2 2 0 0 0 x x CREDIT TOTAL 20 YEAR ANNEXED RATE PER $1,OOO ASSESSED VALUE YEAR ANNEXED RATE PER $I,OOO ASSESSED VALUE 1979 or before 1980 1981 t982 1983 1984 I 98s 1986 1987 1988 1989 s4.74 $ 4.6s $ 4.s9 $4.46 $ 4.30 $ 4.14 $ 3.93 $ 3.63 $ 3.26 $ 2.8s $2.40 1990 l99l 1992 t993 1994 1995 1996 t997 r998 1999 $ 1.96 $ l.ss $ 1.36 $ 1.23 $ l.0s $ 0.90 $ 0.7s $ 0.s7 $ 0.3s $ 0.1s $0.s9 $0.00 $0.s7 ATTACHMENT A CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT CHARGE WORKSHEET JOURNAL OR JOB NUMBER NAME OR COMPANY: LOCATION: TAX LOT NUMBER DEVELOPMENT TYPE: 227636TH COURT 00-01 199-01 LARKIN r7 -02-19-43-t1300 SINGLE FAMILY RESIDENCE DWELLING I.INITS BUILDING SIZE: 2210 LOT SIZE: 10601 I. STORMDRAINAGE IMPERVTOUS SQ. FT.2430.00 x $0.240 PER SQ. FT $s83.20 2. SAMTARY SEWER-CITY NUMBER OF PFU'S (SEE REVERSE SIDE) x $49.86 PER PFU20 $997.20 3. TRANSPORTATION NUMBER OF TRIPS x TRIP RATE x COST PER PM PEAK HOUR TRIP I x l.0l x $502.79 PER TRIP x X $502.79 PER TRIP $s07.82 $0.00 TOTAL TRANSPORTATION SDC $s07.82 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 $242.76 PER FEU x $22.05 PER FEU TOTAL MWMC SDC $242.76 $22.0s s10.00 $274.22 SUBToTAL (ADD ITEMS 1,2,3,&4) 5. ADMINISTRATIVE FEES : BASE CHARGE (SUBTOTAL ABOVE)x 0.05 $l18.12 SlrrwTu,'N;wffi $2,480.5608/1 l/2000 DATE TOTAL SDC CHARGES Hug 25 OO O7: O3a gBl25/2BgO O6i34 Riv 5416849- , ValIes Builders Inc 541 367 1634 K & A ENGIT€ERIN( ?P PAGE 02 (&lEneintetlng'lnc' P-0. Bor 1082{, Eogeme, 0B 97{40 521 marlcls:1., Sula B. Eugane,0B 97402 (501) 58{.$09lloice (sl1) 68{-9358 ril Ar{ust 2f, ?000 Grso Lad0n Riler VallgY Bullders P.0. Box 2041 Cowallls,0R 97339 Sublect Building Pad Evaluation- AmblesHeMeadows,LG#1 SprlnglieE,Oreoon OearMr. Lalkin: 6 tt ar^^/,led;/'o 0''" V ?>-t/ 5{& ctl3 54 and 1 K & A Engineeriu, tnc. is phased to haye lhls omorfunltv lo provlde an evaluathn of tre sunability ol the subiect buldtng rots tor r,fiirn crion oftoundarioiii rir srrut"tamiu rcsldencss. Boltr 0f tlrese bts have been excavated arxl ueparsd ioigrJconsrrumon of sunoarocist-ln-place c-onctels stdp footin0s, spread lootings' and stem walls. Thsse rccomnrenddhns at ma& ln acoordancs wilh 'Ercavation:nd Foundalion Requltcments lot New iffi.o * fnoiYloualLoG; 'esnutisteo bylhe Citvof Springfhltt'l PUBPoSE SCoPE, AllO LlillfiAnoils the geotechnhal engheedng sewices sumarzed harsln arp prw'trted to rslsl River \lallay Builders in pmperly prepui,g the subiect ouildiri iiils r* i,iunoithn consruction. These ssrvlces include engineeilng recOmmendalionslo avOkl construc'thn on unsuitable s0ils ard qualfry contml Ot cornpachd {llls only' Ihe scOpe of ourseryheS doos nOt include colrstucthn Salety precar.il'nns.lechniques, sequsnces' oI procedures, uoept .r#riiiilv ilffimend.d tnthis.rgoori. 'Our eenic€s shouu not bs interpreted as an environmenht assossmeil ol sits condl$ons. nli giot "finhal invedlgation, analysis, and tEcommndatlons meet the shndards or o.it ;i d*ptpn geoteohniia engineea pmvidrng drilr servhes. at tho t1111s thgs€ sarybes were provided. \ltte oo noi wmant or guanntse ihe* ricorrvnoridatiors, stte surlacs. or subsudace condltiom. 10T154 Geileral Lot 184 is located on ttre souttr side of Ambleslde orive. rhe erisflng groynd surface stopes to the street below at a or?de of approximately 10%. vegetation .ontitb of nativs grasies' The ground surlace (prior b excavauon) ls even a,o ,riitorm arrois the lot wlttr no evidence of slldlng, sprirBs, excssslve erosion' or I Amblesirta MeadwYs Subtllrision - 1r Addifion Fug 25 OO O7: O3a AUz1lzgSo 06:34 Riv' ValIey Builders Inc 541 367 1634 5415849:18 K&AEIIGIF€ERINT PAtr 63 K&AErgineeTing,lnc. concengetgd $urface dainage. We observed e,cavalion ol thls lot onAugust 11 , 2fi10. Excavathn and phcement 0l Gompacbd. enOlnesred nl waS cunpleted and inspoctod on Aqust 24, 20(n. LirhoheY SOlts on trls sne consist of apprcxlmdaly 2 to 3-leet ol dad( brown. mol$ frm to stll, sllts of medium plasllctty (sL[ unlr SUt). These soils ire likely to have a moderatefi itigh Huld limit anrl a modonte to high shrinlVswell potentlal. lrnmedidely undemeath thc soll is bedroclr (Rock Unit RU1) conslstlng of an urdiflorcotiated luffaceous sedilnentary and vohanio conglomer6t9. fhF rook unit ls an intoresllng conglomerals ol mulll+olond marlne sJn$one pigmens in a rndrlxol gryish-wf!fte volcanic ttff. Snull marine fossils wera obseryed in fils unit. The rock unlt appea,rs have a retatively lour degrso d weaturing, a glative low shear stq$!,^loy perneabilitv (i.0. tew tocal diiconttnui[es), arrd a moderale untl welght I w]s visually chssifiad as BDBD.z This rock unlt appeaE stable and suihbh lorlumdation loads. Glumd*atsr thero is lltle evldencs of sigrrlllcanl groundwaterssopage in the cutlorthe lOundatbn pad. Ihe rcck ls not stained and Opeared to harp a bw rirotsture c,ontent The over$ng soil unlt was $bfily below the plaslic limil. Ganral Lot f 54 F localed on ttre sonttr cnd of ttre cul-de-sac at36h St. The exlsttng ground sudace $oOas to the srcet[e6w al a grade d appruimahly 5!t. Vegetatbn conslsts ol nalive grassGs. Tlt ground surface (prior lo excavation) ls iven and unilorm across lhe lot, wih m svidence of slHing, qryin0s,_exc-essive erosion. or conoe[taled suilace dnlnage. We obsewed ercavatign ol lhls lot on August 22, 2000, Excavation and phc3ment of compcted, engineered lill was cornpleted and lnspe cted on August 24. 2000 LJllrologry Soils units on this slts conslst ol: 1. Soit Unlt e GU2) - Approxirntrly 2lo 4-leelot a hard tan sitty flllplaced ln lhs obllterdion oI an old road, Thls inasr6 tlis bcaled on the ea$ lE of lhs lot. Ihese soils are of an unlfiott n origlfl and do not appearto be suitable br consfinction due 1o uncerlain density non-unilormity- SulacaWelsr fhere is no 6vldence ol swlace water concgntrated llowsor suilace anomdhs tiat mlght colhcl sufme water Ercruallon anil Foundrthn Sile Prreanfiql The soil unl above the bodrock was oxoavatsd ard wasted olf-site. The pad was stopped with a lower level al ffie norfi sirle of the oxcavatbn. Alt looso soll and roclr debrls wera rernoved. Appro<lmately 1 to 2-fert Of argular 6inch minus quary strot-rock was placed in the front (north slde) of the excantion lo bring lfie su6gaAe to a proper eiwaton. Flnalty, tqurto 6-inches of a well-graded, angular, crusned aggr€gate (1 Trinch minusl was placed on tho oillre Dulldlng pad ild compected. The density ol lhe cnshetl ag$0gate was tssled anO tourt' to ayefi1ge 1ffi?6 0f mqlmum rehtiYe dry density as debminod by AST]I D098' LoTrlt I unilied Rod( clessllicEthn, seo AtErfied. Ambleside Meadows Meadows Lots 154 and 113 Fage 2 ol 3 Auoust24,2000 p.3 Flug 2A OO O7: lSa osl25l20,ga 14:18 Riv VaI ley Bui lders, Inc 541 36? 163a 541684- rB K&AEtSIhEERIt p.2 PAGE g? K&AErphesrlng,lnc. 2' soil Unlt 3 (su3) ' L h V z-leet of 0ray, damp, fitm to stlff, moderateu ptasflc stlts. thts soit unat wasfDund near the sflh end of ffre excirailon, miiw;tbctr#n rje east and wesl linas d ercava,o,.3' soilunit 1 put) '1Y, tol'teetot dark brown, mi:rt rfr io irt ifltirr ffiidilEslcrry. Thosesolls aB lllclv to. have a modenalery high liquio limit .ri i rnoo"ae t0 t,gt iilnt(rr*i-I potantial rnissoil unlt was in he slEas notoccupleo oy duz orsus, arro IiJinricat to the sofi unitftuno on tot 154. lmrnediately underneath the soil i: Dc{rocl( {roctr unit Httz) consistfrg of an undilferentiated tuflacsoussedlme0lary rock unlilo tlr roclr unil at lot t5{, thls roaGrral'.pp.afoi'to be hhhly shir,d end deoomposed.Thq ryg(.has decorpmed to an orangetro,un, tenie, rilyJ1il: Ihfiun[ ts ctassified as EECD.T ThisnnEdat is stabla, mnoeanstw, and suthble iorptacirrpirt ot o,m,iiirrn roaor. Eroundnrler There ls somo ovldonce ol goundwaler seepag0 h fre cutfor the loundation pad because oI tre htghlpshlrpdrLt, of.tlf decomposed bodoctc Horrevei ttre rcsiduat(rtocffiilJrock) s"t[rrn,;; d;r.r. Permoablllty. Surlrce Water Therc b no ovidence ol suilace wdsrconcenttated llowsorsudaee anomafles that mlght collocl surlace water. Ercavilon and Foonddlm Sltc prepanlioa rhe soll unlh above the Dedockwsre excarated and wasled off.slte. All looso eoiland rockdsbfis wer'removed- As ru,rch as 2 t9 t-h'r_of angure srnch minus guany Jttot mct was piicoo ar ne norr't.rrr comerw'lrre a signifrcant amount dSU2 wasiemwed, and t t0 i r +eeior qrany roctr was phced ercJiirdrein''0r noilh }t ol the excavdion lo blng tle subgnrte to a proper ete*tloil-n,iafly, tourto-o-NctreJot a urergraded. angulac crushed a0gEgab (1 t#irr{r-minrsl wis itaceo onthi enurs i,uirong pad- a;o ronuacteo.The density o[ fre crushed aggrBgrte was tssted and lound h av.oga r-oir or rnulnum rerairr. aw oenriirvas detemtned byASTM 009S. REC0HIrlEllOm,0ffi We acommendthattne foundalion e)Gavalton anrl qremnmion 0e apprcvod byths localbulldlng ofllchlturconstruc{ion ol c-olwentionrlcastin place corrcrete'toundaflons. fn ioinron, we mafe m totd/lni eeommendalrbns: 1- 0nud spaces and foolings shoutd 0e drained to lho storm watsr drain system as por standad CitySpecilicationst . ?. final g.adh0 should dlrect surhce dralnaoe awayrom ure slnrhre to ttre strest, and3. Hoot dralnage should be coltcctsd and ptilld to tire storm drarn iistem. Thank you forthis opportunity to be ol service. please cat il you have any quesilons. Respectfully, MichaelRemboltlt, P.E Prlnclpls EnginEor, K & A Engtneedno, lnc. Ambleslde Meadows Meadows Lols 154 antt 113 ffi splg6s/ -i/t (,^>_ Page 3 ol 4 August 24,2000 Flug 25 OO O7: O4a Oe/25l2geg A6:34 Rivr 5416849--_- Valley Builders Inc 541 36? 1634 K & A EhIGIhEERII'IC p.5 PAGE 05 ln-Phe std. Pmcun Muimum DryDmslty lnPlace Density Crustred A1hogatc Bas! lS 154 Arnbhside luleadows SPtinglicld 139 pcl UUcl t6 DrySrnplc 1. Bolocfl 7200 Cfi ent fl lver VallEY Bulldets f,lAEugienotlo!'lnB ow2qzWA 0 U NIFIED NOCT GLASSIFICATIOHl Tatle 1 - DEGREE 0F IIIEATERING Table 2 . ESTIilIATE0 STREiIGIH Table 3 - Dl$C0ilniluIIIES TableI - UNIIWETHT A.E r-EE-t Welght t Douglas A. Wltliamson, Bilot[ of lhe Assoc. ol Englneorlng Geohgisls. vol. ]C(l No. 3, pp. 345'354. 1984. 2 Apprnlman Unconfined Comprasslvr S[em0t Complelely Ilecornposed State (cDS) Visually Frush Slato ryrs) Stalned Slats (sTs) Paily Decomposed State (PDS) Mlcro Fresh Slate (Mrs) EA0cD Moldable (Friable) (M0) 'Crat8rs" (Shears) (c0) 'Rebotmds' (EhsUc) (R0) "Pll6' (Tonslonal) (P0) 'Oenls' (Comprcssion) (D0) <1000 psi' <7 psit2 300Ot0Oo pstt 21-55 Mpat 1000-3000 psl' 7-21 Mpal >15,000 psll >103 Mpat 8000-15000 pslr 5$103 Mpal D EBcA [,lonlntersecting Open Planes (2-D) lntersection Opm Planes (3-D) Solid (Latent Phnes ol Separalion) (TPS) Solld (Random areakage) (sRB) Soli, (Prulerrod Broakage) (sPB) D EABc >160 pc,1S0-160 pcf 2.4-2.55 glcc 140-150 pcf 2.25-2.40 slw 130-140 pc't 21U2.?5 slcc <130 pcf <2.'t0 q/cc A B c 0 E !C'TY OF oil Jl"tlat!u. .Lqu 225 PITTE SIT,EEf, SPRINGFIEIJ, oREGoN 97 INSPBCTI0N RBQUBST: 7 OPPICE: 726-3759 1. LOCATION OF IJGAL DESCRIPTION i?O a Lcl/\lj 0 t\>a JOB DESCRIPTION -tilllt)lf -htQSe @'tt inU UPermits are non-transferable and expirelf vork is not started vithin 180 daysof issuance or if vork ls suspended for 180 days. BLECIRICAL Kht loliowing pro.iect as submitled has the following z6!t3gd9dapproval does not require speciliclund ut*City JOb NUnbe r 0O- Zoning L (L rEE SCHEDULB BELOU dential-Slngle or :01-000?91? AUG 'i5 TOOO :? $ 445.50 IASHIER:059 Sum 1000 sq.ft. or less Each additlonal 500 sq. ft or portion thereof Each Manuf'd Home or Modular Dvelllng Service or Feeder B. Services or Feeders Installation, Alterations or Relocation: ers rRe 200 amps or less $ 201 amps to 400 amps - $ 0ver 401 to 600 amps _ $ 0ver 600 amps or 1000 volts se - ..t1i. : -, ,|): HuItl-FamiIy per dvelling unit. Service Includedr Items Cost I s Bs.oo 85,00 3 $ 1s.00 qs,oo s 40.00 2. COM"ACIOR INSTALI.ATION ONLY ! , /' D/")^ nElectricar contracrcr f,( C fUlL Address ci Supervisor License Ndmber Expiration Date Constr Contr. Number Expiration Date /0- /' 0 Signature of Supervising Electrlcian $ s0.00 s 60.00 $100.00 $130.00 $300.00 $ 40.00 10n or Extension Per Panel $ 3s.00 i'i. , .above Ioca t 40.00 55.00 80.00 e rBll:1fu:OrBqcn Ovners Name, Address ci Cnnn r"l Center -0010 You mayobtain Phone I th Serv lCe/ln-,torvi OSNER INSTALI.ATION The instalLatlon is being made on property I ovn vhich is not intendedfor sale, lease or rent. Ovners Signaturei DATE: RECEIPI PCICEIVED or Feeder Permit Miscellaneous (Service/feeder -Each installation Prrmp or irrigation $Sign/outIine Lighting- S Limi ted Energy/Res $ Limited Energy/Comm S E s 2.00 not included) 40.00 40.00 20.00 36.00 a,0cSTJBT0TAL 7tz st"t"OP ABOVB Surcharge TOTAL 37a Qdn.-un M oo 5 Ynr,,(. iq3,00 SODAY I