Loading...
HomeMy WebLinkAboutR-394610GENERAL NOTES 1. ADJUST ALL SURFACE UTILITIES TO GRADE PER COR STANDARD PLAN 400.4. 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL SECTIONS AND DETAILS, SHEETS 4-5 AND FLOW LINE AND SIDEWALK LAYOUT PLANS, SHEETS 15-16. 3. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLAN, SHEETS 8-9. 4. FOR STORM DRAINAGE NOTES, SEE SHEET 10. FOR STORM DRAINAGE PROFILES, SEE SHEET 11 & 13. 5. FOR SEWER AND WATER IMPROVEMENTS, SEE SHEETS 17-19. w 6. FOR SIGNALIZATION & ILLUMINATION IMPROVEMENTS, SEE SHEETS = 22-27. 0 7 FOR URBAN DESIGN AND LANDSCAPING IMPROVEMENTS, SEE SHEETS CD 28-35. 8. FOR CHANNELIZATION AND SIGNING IMPROVEMENTS SEE SHEETS Q 36-40. w z GENERAL DRAINAGE NOTES 1 PIPES LABELED "SD" SHALL BE CORRUGATED POLYETHYLENE STORM Q SEWER PIPE. 2• PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 3. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: a. TYPE 1 — RENTON STD. PLAN 200.00 b. TYPE 1 L — RENTON STD. PLAN 200.10 c. CONCRETE INLET — RENTON STD. PLAN 200.30 d. TYPE 2 — RENTON STD. PLAN 201.00 5• CATCH BASIN SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: a. STANDARD RECTANGULAR FRAME — RENTON STD. PLAN 204.00 b. RECTANGULAR SOLID METAL COVER — RENTON STD. PLAN 204.10 c. BI—DIRECTIONAL VANED GRATE — RENTON STD. PLAN 204.30 d. ROUND FRAME AND COVER — RENTON STD. PLAN 204.50 6. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. CONSTRUCTION NOTES O GRIND ENTIRE ROADWAY 2" AND PLACE 2" HMA CL 1 /2" PG 64-22 OVERLAY. O2 ADJUST WATER VALVE TO GRADE. O3 ADJUST CATCH BASIN TO GRADE. 23 GRIND BUTT JOINT PER DETAIL, SHEET 6. 30 REMOVE TEMPORARY ASPHALT PATCH AND INSTALL NEW HMA ROADWAY SECTION, SHEET 4. LEGEND 0000000000 0000000000 0 NEW PAVEMENT AREA PER TYPICAL SECTIONS, SHEET 4 OVERLAY AREA CEMENT CONC. SIDEWALK OR PAVEMENT DETECTABLE WARNING SURFACE ACCENT CONCRETE PAVER STORM DRAIN STRUCTURE NUMBER, PROFILE SHEET 11 & 13