Loading...
HomeMy WebLinkAboutPermit Curb Cut 1997-08-18225 FIFTH STREET SPRINGFIELD, OBEGON 97 477 ENGINEERING DIVISION oFFtcE TELEPHONE (503) 726-3753 SPEIIf OTIELD INSPECTION LINE SEE INSPECTIONS ON BACK SIDE APPLICATION DATE:August 15, 1997 'LOCATION OF WORK APPLICANT Kay A. Renken ENCROACHMENT PERMIT NUMBER: PERMIT NUMBER:c(- DATE ISSUED: pHoNE H:72 -59 9ti SITE ADDRESS: 304 16 Th S T TCC T 14x y4p.See attached TAX LoT: /-(o>'? ZG zsi AZIOCITY:STATE ztP SUBDIVISION Da Di TElTJTfrOF SPRINGFI PEXJITA CATION OWNER:as above ADDRESS CITY f, ervcnoacHrvrENT PERMTT No: ......tr VALID FOR SIXTY (60} DAYS FROM OATE OF ISSUANCE Q cur srnrrr E BoRE E orHER tr Q ousr coNTBoL (TYPE oF coNrRoL) Q corusrnucroN, sroRAGE, srAGrNG Q orHen D ASPHATT DEPosrr.,.... .... TYPE OF SECURITY DEPOSIT Q elaruxer sunEry BoND E sURilTy BOND I cuna cur PERMTT No: fl CASH / CHECK INSpECTION: CURB / APPROACH AFTER FORMS ARE ERECTEO BUT PFIOP Ta PCURiT'ic CONCRETE. VALIO FOR 180 OAYS FROM DATE OF ISSUANCE. I secor.ro DBrvEwAy (sEE sEeARATE AppLtcATtoN)_ I stoewalK pERMrr No:.... .,..... FT. VALID FOR 180 DAYS FROM OATE OF ISSUANCE. tr Q ruew E REMovE / REpAtR fl PAVE PLANT sTRtp I seraacr l] cURBSTDE I lerucrx INSPF'TINN' SIDEWALK / DRIVEWAY FOR ALL CONCRETE PAVING WITHIN THE STREET RIGHT OF WAY, TO BE MADE AFTER ALL EXCAVATING IS COMPLETE , AND FORM WORK ANO SUB.BASE MATERIAL IS IN PLACE. f sarurrnny sEWER coNNECTtoN eERMtr tr VALIO FOR SIXTY (601 OAYS FROM DATE OF ISSUANCE I ro srua O MAtN LtNE (EASEMENT-R/w) f sronu sEWER coNNEcloN PERMIT: VALIO FOR SIXTY (60} DAYS FROM DATE OF ISSUANCE tr Q cercH BASTN / BUBBLER O STUB D MAINLINE PROOF OF INSURANCE: $500,000 MINtMUM fl arracreo E REoUIRED AMoUNT PHONE: STATE:ztP.o*r.o. oBo*m u,rg" n;:76flr pHofff+ L - 6 Bg - 3 37 9 coNTBACToR REGISTRATION No: 4337 3 EXPTRATION DATE f>o.?7 PROJECTSUPEBVISoR: Rogwer Kennedy PHoNE: 54L-689-3379 REOUESTED PERMITS:INSPECTIONS REOUIREO: APPLICATION FEE / DEPOSIT ACCOUNT NOr E 520.00 / E$ $ $ $ tr tr tr tr tr FT 10'tr E$ q4-to.oo+ $,1s/FT E $1o.oo+$.1s/FT 0 t,t, f.I oTHER E $5.00 / ri $5.00 / TOTAL DUE: $ TOTAL DUE WITH PERMIT $ DEPTH: DESCRIPTION OF PROJECT PEBIOD OF USE OR TIME OF CONSTBUCTION B PLANS (TWo SETS) ATTACHED AREA: LENGTH: TYPE OF WORK: CUT: OTHER: EXISTING SURFACE MATERIAL: BACKFILL MATERIAL TO BE UTILIZED FROM DATE TO DATE TIME: TIME: WIDTH HEIGHT: BORE: BACKFILL MATERIAL: SURFACE REPLACEN4TNT MATERIALS TO BE UTILIZED TYPE OF DUST CONTROL TO BE UTILIZED NAME OF OTHER UTILITIES IF THIS IS A JOINT PROJECT: WARNING DEVICES TO BE UTILIZED: Advance signing and work zone protection 1o bo in complianc€ with the Manual on Uniform Traftic Control Oevices {MUTCD) DESCRIPTION WORK SHALL COMPLY WITH CHAPTER X ARTICLE 5 OF THE CITY CODE. CONTRACTOR TO COMPLY W REVTSTONS 8t24195 FORM ' 116 ITH MUTCD PLAN REVIEW COMMENTS / S-CIAL INSTRUCTIONS: RESTORATION WORK SHALL BE IN CUNFORMANCE WITH EXISTING CITY CODES AND IN C1CIVIPIINruCE WITH CURRENT STANDARD SPECIFICATIONS, EXCEPT AS NOTED BELOW. 001 oo2 oo3 oo4 oo5 006 007 008 009 010 01 1 012 013 014 015 016 o17 018 Comments Backfill with %" minus rock. Compact every 1 8" loose depth. Requires compaction with a steel rolller. A.C. to match the greater of existing depth or 4". All cuts sealed for final inspection. Temporary patch may be used at the end of the day. Signing and Zone protection to comply with MUTCD Cut concrete only on score lines or cold joints. Sidewalks and driveways min. 3,O0opsi. Curbing min 3,SOOpsi / No patchwork less than 3'. Meet min. requirements on curb cuts, Spfd. code, Restore planted areas, Spfd. code 206.3.05 Spec. to Bore / Jack / No A.C. cuts. Mechanical compacting required. No patchwork allowed. Lateral cuts to have control density fill. Cuts to be polymerized crack sealed for final inspection Mininum 2" crushed rock %" minus. 019 020 021 o22 023 024 025 o26 o2t 028 029 030 031 032 033 343 Minumum 4' clearance at any point, swing-away. Concrete minimum 4" depth, 3,000psi. Trench to be "T" cut. Needs State / County permit. No above ground enclosings in sidewalk or handicap ramps. Diamond cut A.C./Concrete value boxes to grade. Fresh Oil signs / Graded. Comply with Americans with Disabilities Act. Concrete slabs, 72hrs. curing time, 4500psi. Concrete slabs require joint seal material. Driveway requires dowels every 18". Submit traf f ic control plan prior to excavation, Notily Traffic Division before excavatiprr. Core drill main line, insert tee, 2o/o min. gtade. Must comply with the provisions of ORS 757.541 ro 757.571 6" Circular hole/H2O-Vac. rHE LANE unlt+iE6'UbtHbiflrX'frNc couNctl,s"oNE CALL NUMBER" 1-800_332_n44 - - 48 HOURS BEFORE DIGGING lNSPECTIONS: tr 9yI.B-9-UIAND_sIDEWALK tNspEcnoNs cALLZIG-37S&IRECoRDER) srArE youR DESTcTNATED crry JoBNUMBER/PERMIT NUMBER, JOB ADDRESS, TYPE.-OFINSFRTION REOUESTED-, AND WHEN YoU WILL BE READY FoRINSPECTION, CONTRACTOR'S OR OWNER'S NAMEAND PHONE NUMBER. nebUeSrS RECETVED BEFORE 7:00 A.M, WTLLBEMADE THE SAME DAY, REOUES.TS AFTER 7:OO A.M. WILL BE MADE THE NEXT WORKING DAY, INSPECTIONS ARE To BECALLED.IN AFTER EXCAVATIONS ABE MADE AND FORM WORK IS IN PLACE BUT PRIOR TO POURING CONCRETE. tr 94ry1^T4IY sEwER, sroRM sEWER, ENcRoACHMENT pEBwrr AND orHER TNSpECTToNS cALL crry MATNTENANCE AT726-3761. SIGNATURE: py sigr'1ature, I state and agree, that I have caref ully examined the completed application and do hereby certify that all inf ormationherern rs true and correct, and I f urther certify that any and all work peif ormeo ihilt-oJ oone in aCioiJ6ncei *hA'ti,e oiOi"jijiliti tf,. 3l:l.,ilffillpJisll "#fls,':L?,,?f1,.:.','SHzuo.iEisi','"?l*l*Jmyj!';is1*?: ."nnij[s :,ft,r"grdi"rq:tt!;rj"""; i3 ,5". #ti1,i' project. The Citv mav insoect the work site described in this permit at any time during a one year period following the receipt by the City of l.1l:,iri#[o]3tf3.3LJ!:o'ru,"$vi*erdl"f* 3;,*##iff,1"",3n1i:.il;*lii}',i{:hv;,ilji.T:itit#xlj,.jf;iir;s,In,,"davs (3o) from the date of the notiCeto Comolete'tne w5*. W;-r.[;;i i"riiir"i,iiui ir,lj'"."al't'tri6 ifiIitv'a'i'vf ir"iriijE plii?"i.?iE+'oir'ir,"City and the costs will be billed to the peimit[ee. lfurthor aoree to ensure that all required insoections are requested at the proper time, that project address is readable from the street,and the ap-proved set of ptans *itiiemiin oiitlx;;ii;;i;lt il;; driins constructron. //,70 a7 /ob / ff -v7 Signature Date RECEIVED BY DATE PAIDAMOUNT RECEIVED RECEIPT NO: VALIDATION: FOR SIDEWALK AND CURB CUT PERMITS PLACE A COPY (COMPLETED) IN PERMIT DRAWER. INSPECTION: DATE IINSPECTION: DATE WORK IN PROGRESS ONTT AT TIME OF COMPLETION: DATE DEPOSIT RETURNED: DATE: f ernurr rssuED BY f rnnrrrc REVTEWED By ELEVENTH MONTH:DATE: DATE: DATE: DATE: DATE: I erucrrueERtNc REVTEWED By f, rvnrrureNANCE : a 32'. 2L' o 2r'- -2-c:!I c"rport J t 6 6n I ?t i llst Level I 1.5'2n;d Level 32.s'. 20' 8.5 8.5' SCALEllnch-16f 7. 34. 2L.5 34.5' -\I \ 13' 4'. 10'6 19.5' a 11Slrop 2t'2 Car Garagc I I IJT Porch 1() Ifir.Jleu Pining Room LivingRooo ilil[I Bath BedroomBedroom Bedroom BedRooo AREA CALCUI.ATIONS SUMfuIARY Ares Name dtArec Slze Totalr UVING AREA CALCUIATIONS . . GLAI GLAE POR GAR Flrgt Lwot Sccond Lcvel Errtored Porch Gsragc Corport Shop 1043.25 765.00 140.00 504.00 5l I .00 z&.00 1045.e5 76r.00 140.00 1015.00 2&.00 14.00 18.50 1.00 52.50 28.50 ' 8.50 28.50 14.50 6.00 20.00 1.50 s.5b Breekdown suLtotsts 399.00 658.25 6.00 650.00 42.75 72.25OIH I I x x x x x x *t-?s,*il (q(o ar-l\,r ,r) r0 5 )0 ,b sqr wwl p t h 790 0 r ?7 to o 6 i Ea-aJ-.L ,[* 9 83 00'.'\ '' 8000 .+l i ,a I', I ! d oo .l4A 8600 8500 7 hqi aAl ,,L I 88.7't2o' l8 q u I 7 /c8. t' ,7 tur,7' I N N 11 {r zottT 7600 o,r I 7500 t +.- a+o -B.t' /g 7 v rvY r\ bq ^l \sq E--.-r-__ .< I lio.raFe.1* 9. PCL. I 10 .5A'lr++€+ 770t.lcA T -'7'Vfir-7800 ' B'+J' t' t q ZO /oo' B /la o ,g I oo""' 29 tzo' b 82OC u $ rih -t. B 400 l.',\ t20 t' r or.? ro,.?'e30 0ti eti a o h e eooo gd'i va 9 too ,.. '- 19 7E.t s20o to b 900 *shf 9 F I 1..!llie Ia at h> \s t r.7' I 800 ea.7'o /tdt v)o 8rcO \ 30 Plat Map CAIIL GOSCHIE I ASSOCIATES