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HomeMy WebLinkAbout21-16 Minor Mod/TX 2021 RIDCORA�70 !S4 qHn Ni, SHEET 2 OF 2 PROJECT # PM1070-4 DESIGN FILE: PM1070-4/PM1070-4 CONSTRUCTION.dgn LEGEND AC - ACRE INV - INVERT ABC - AGGREGATE BASE JB - JUNCTION BOX COURSE LF - LINEAR FEET SLOG - BUILDING MAX - MAXIMUM BRG - BEARING MBL - MINIMUM BUILDING LINE CF - CUBIC FEET MH - MANHOLE CL - CENTERLINE MIN - MINIMUM CPP - CORRUGATED PLASTIC N/F - NOW OR FORMERLY PIPE NTS - NOT TO SCALE DB - DRAIN BASIN O.C- - ON CENTER OR - DRIVE P/C - PERVIOUS CONCRETE DI - DROP INLET PED - PEDESTAL DIP - DUCTILE IRON PIPE R - RADIUS EL - ELEVATION RCP - REINFORCED CONCRETE PIPE EIR - EX. IRON ROD R/W - RIGHT -OF -MAY EDP - EDGE OF PAVEMENT SOMH - STORMDRAIN MANHOLE EX - EXISTING SH - SHEET FE - FINISHED ELEVATION SIR - SET IRON ROD FF - FINISHED FLOOR STA - STATION FT - FEET TC - TOP OF CURB GY - GATE VALVE TEL - TELEPHONE HOPE - HIGH DENSITY TSW - TOP OF SIDEWALK POLYETHYLENE TYP - TYPICAL 'SF SILT FENCE --LD— LAND DISTURBANCE LIMITS r PROPOSED WATER MAIN --SS PROPOSED SEVER GRAVITY MAIN ---► — EXISTING SEVER FORCE MAIN -��---- -rr��- - EXISTING WATERMAIN ± t:7!7i PROPOSED CDNCRFTF ,y7yj� .JSr, CANOPY TREE • 15 • 30 .• Iloilo 1. - SCALE:• RONALD D.CU4 ,�,gltnunrnrgrr / SEAL 9� �• i 13343 ' 1/ NGINE" ry CUB ,R, P.E. DATE REVISIONS: