HomeMy WebLinkAbout265.20PLANPERVIOUS CONCRETE/POROUS ASPHALTCONCRETE FOOTING,DESIGNER TO SPECIFYROADWAYCURBSETBACK PERCITY STANDARDSUTILITY POLEPER CITYSTANDARDSUTILITY POLE PERCITY STANDARDSCONCRETE FOUNDATION,DESIGNER TO SPECIFYCURBROADWAYUTILITY POLE, PERCITY STANDARDSCONCRETE FOOTING,DESIGNER TO SPECIFYROADWAYBIORETENTIONFACILITY (TYP.)UTILITY POLE PER CITYSTANDARDSSCARIFIED AND UNCOMPACTEDSUBGRADE FOR INFILTRATINGFACILITIES, SEE NOTE 1SET AT OR ABOVEDESIGN PONDINGELEVATIONEXPANSION JOINTEXPANSIONJOINT (TYP.)NOTES:1.AVOID COMPACTION OF EXISTING SUBGRADE BELOW INFILTRATINGPERMEABLE PAVEMENT OR BIORETENTION FACILITIES DURINGCONSTRUCTION.2.SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.SETBACK PERCITY STANDARDSROADWAYCONCRETE FOOTING,DESIGNER TO SPECIFYEDGE TREATMENT, SEESTD. PLAN 262.20SECTION AEDGE TREATMENT, SEESTD. PLAN 262.20PLANSECTION BABUTILITY POLE AT PERVIOUSCONCRETE/POROUS ASPHALTUTILITY POLE AT BIORETENTION FACILITYPERMEABLEPAVEMENTPAVEMENT FLUSHWITH FOOTING, (TYP.)SCARIFIED ANDUNCOMPACTEDSUBGRADE FORINFILTRATINGFACILITIES, SEE NOTE 1PUBLIC WORKSDEPARTMENTAPPROVED:DATEGregg ZimmermanPublic Works AdministratorUNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)UTILITY CONFLICTS - UTILITY POLESSTD. PLAN - 265.20DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA6388789/28/2018 | 9:45 AM PDT