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HomeMy WebLinkAboutPermit Sidewalk 1997-03-28SPRINCl TtELD DATE ISSUED:7 ? 225 FIFTH STREET PERMIT NUMBER:INSPECTION LINE SEE INSPECTIONS ON BACK SIDE ENCROACHMENT PERMIT NUMBER: APPLTcAnoN DArE : 4 /Zg /f SPRINGFIELD, OBEGON 97477 ENGINEEBING DIVISION oFFrcE TELEPHONE (503) 726-3753 'LOCATION OF WORK OF SPRING LD PIMIT APPLTGAT|ON APPLICANT SITE ADDRESS: CITY: SUBDIVISION: OWNER: ADDRESS CONTRACTOR: CONTRACTOR REGISTRATION NO PROJECT SUPERVISOR: STATE: a lu ?qo 35 z+CITY: 4 PHONE o ZIP: TAX MAP: TAX LOT: PHONE: STATE: OVL ZIP: l1 o?_ \tbl () ADDRESS:PHONE EXPIRATION DATE: PHONE: REOUESTED PERMITS:INSPECTIONS REOU|REDT AppLtCATtON FEE / OEPOS|T ACCOUNT NO:f encnoAcHMENT pERMtr No: VAIIO FOR SIXTY (60} OAYS FROM OATE OF ISSUANCEI cursrneer Q BoBE E oTHER Q ousr coNrRoL {TypE oF coNTRoL) I corusrnucloN, sroRAGE, srAGtNG I orxen I asexaur DEposlr.....':""""""""""" TYPE OF SECURITY DEPOSIT Q auNxer sunEry BoND I suRttrv aoruo e cASH / cHEcK E cune cur pERMtr No FT. INSPECTION. CURB / APPROACH AFTER FORMS ARE ERECTEO BUT PRIOR TO POURING CONCRETE.VALID FOR 180 OAYS FROM OATE OF ISSUANCE. E $20,00 / E$ E 910.0o + $.1 s/FT. geid6o* $.1s/Fr 4/O,t{ E $5.00 / E $s.oo / TOTAL OUE:- S /o ,4{ tr tr tr tr tr $ $ $ E$ zAsecoio ffinewatx DRIVEWAY (SEE SEPARATE APPLICATION) - PERMIT NO:..FT VALIO FOR 180 DAYS FROM OATE OF ISSUANCE. I r.rew E REMovE / REpAtR E rAVE eLANT srntp Q sereacx E CURBSTDE E LENGTH INSPF'TION. SIOEWALK / ORIVEWAY FOR ALL MADE AFTER ALL EXCAVATING IS COMPLETE . AND FORM WORK AND SUE.BASE MATERIAL IS IN CONCRETE PAVING WITHIN THE STREET RIGHT OF WAY, TO BE I PLACE.tr SANITARY SEWER CONNECTTON pERMtT: .,...... VALID FOR SIXTY 160I OAYS FROM OATE OF ISSUANCE Q ro srue I varN LINE (EASEMENT-B/w) O orHER f sronrvr SEWER coNNEcnoN pERMtr: VALIO FOR SIXTY (60I DAYS FROM OATE OF ISSUANCE Q carcx BASTN / BUBBLEB e srua e varrutrrue PROOF OF TNSURANCE: SSOO,OOO MIN]MUM Q arrecHeo E REoutREo AMouNT DESCRIPTION OF PROJECT PERIOD OF USE OR TIME OF CONSTRUCTION: tr PLANS (TWo SETS} ATTACHED BACKFILL MATERIAL TO BE UTILIZED SURFACE BEPLACEI\4tNT MATERIALS TO BE UTILIZED: TYPE OF DUST CONTROL TO BE UTILIZED: TOTAL DUE WITH PERMIT $ -Zt DEPTH; BACKFILL MATERIAL: FROM DATE: TO DATE: TIMEr TIME; AREA: LENGTH:.]WIDTH: TYPE OF WORK: CUT: -- BORE: OTHER: EXISTING SURFACE MATERIAL HEIGHT: NAME OF OTHER UTILITIES IF THIS IS A JOINT PROJECT WARNING DEVICES TO BE UTILIZED: Advanca signing and work zone protBction to be in compliance with ths Manual on Uniform Traffic Conrrol Devices (MUTCDI DESCRIPTION REVISTONS 8t24t95 FORM f 116 LE 5 OF THE CITY CODE.CONTBACTOR TO COMPLY WITH MUTCDWORK SHALL COMPLY WITH CHAPTER X ARTIC PLAN REVIEW COMMENTS / S INSTRUCTIONS: RESTORATION WORK SHALL BE lN CgltF-- SiAi,r DAR'DSpeclrlOnrtoNS, EXcEPT AS ..MANCE WITH EXISTING CITY NOTED BELOW. CODES AND ,bMPLIANCE WITH CURBENT 001 002 003 004 005 006 007 o08 009 010 011 012 013 014 015 016 017 018 Backfill with 7r' minus rock. Compact every 1 8" loose depth. Requires compaction with a steol tolllor' A.C. to match the greater of existing depth or 4"' All cuts sealed for final {nspection. 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. 3,000psi. Curbing min 3,SOopsi / No patchwork less than 3" Meat min. requirements on curb cuts, Spf d. code' Restore planted areas, Spfd. code 206.3.O5 Spec. to Bore / Jack / No A.C. cuts. Mechanlcal coinpacting required. No patcnwiri- allowed. Lataral cuts to have control density fill. Cuts to ba polymerized crack sealod for final inspection' Mininum 2" crushed rock %" minus. 019 020 021 o22 023 024 025 026 o27 o28 029 030 031 032 033 343 Minumum 4' clearance at any point, swing'away' Concrete minimum 4" depth, 3,OOOpsi. Trench to be "T" cut. t Needs Stats / County Permit' No abov6 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 loint seal material, Driveway requires dowels avery 18"' Submit traflic control plan prior to oxcavation' Notity Traf lic Division before excavatipn. Core drill main lins, insert tea, 27o min. grade' Must comply with the provisions of ORS 757'541 to 757'571 6" Circular hole/H2O-Vac. Comments: THE LANE UTI "ONE CA YOU ARE REOUIRED TO CALL LITTES COONOINATING COUNCIL'S LL NUMBER" 1-800-332-2344 48 HOURS BEFORE DIGGING INSPECTIONS: SANITARY SEWER, STORM SEWER, ENCROACHMENT PERMIT AND OTHER INSPECTIONS CALL CITY MAINTENANCE AT 726-3761tr s'JiBllSL'f f $f #6?,fi frffi 8fi 3 EDT TYcl JOBTETRYOUESIDINGARoERDc)SIAND ALKDEWCUTRB DYREA BFOWHYOENBEWILLURESTEEOUANDDNUITNUMBER/PERM N MBER,BEILLEDA.M7:00BEFOREREESOURECTSEIVDANoPHENUNMBEROREROWNNASEMCONTBACTOR'SoN,ECTIINSP A ER BTO EtoNNSPECTNDAGEMADETHEXNWORKT7AWI.M ELLBAFTEREOUESTSR:00EMADETHDASAME NCRETEonPRIOoTRINGPOUKWORIISPLACNBEUTMABEEADNAFDRoMNERAFTEXCATIONSALECALID SIGNATURE: RL:iH'13\?l? :,il':ffiss,:si,Ti lift'^lf u?,|?i't{![%siHf:fl $3,f "#,"'":,'f,133H[i'[3?.3ii t"elsl?Bh%T'il,liii'e:Aiil""Jx..11"& p" Siy"iiltftlpJffiyr,i+i:.*1.*Ui.:'lb*u*nnri#*l*myi!';i4".1]l:.:tx',nl;[s i,i?fr"""J3r".',1483'l'?i'?'83l:J5%riil: project. r"+il;'t#gqii[*fii,ltf;lhf'p,'l:*l$ieilt'i;;,['ffi1:$'-,fi#liir.H]'ffii#.qii*t#':rT;iil"*-ltr.JT.xk?itu*" City and the costs will be billed to the permittee. I furthor aclree to ensure that all required inspections are requested at the proper time, that project address is readable from the street, ;n-d ihe ap'provilO set of plans will r'emain ori the site at all times during constructron. Signature ,z _3-tr _.o.^Date /0AMOUNT RECEIVED RECEIPT NO:RECEIVED BY: DATE PAID VAL!DATION: f runrrureNANcE i FOR SIDEWALK AND CURB CUT PERMITS PLACE A COPY (COMPLETED) IN PERMIT DRAWER. |NSPECT|ON. DATE -DATE: woRK lN PROGRESS_ AT TIME OF COMPLETION: DATE: ELEVENTH MONTH I eenrrntr tssUED BY: I eructrueERtNc REVTEWED BY: f rnnrrtc REVTEWED BY INSPECTION DATE: DATE: DATE: DATE: DATE: DATE: DATE: DEPOSIT RETUBNED: