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Home My WebLink AboutC-6 Site DetailsSTRAIGHT CURB SECTION EXISTING GROUND. COMPACTED SUBGRADE THE UPPER 6 INCHES SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL. THEREON.. ALL SOFT,Y1ELDING OR UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SAT1FACTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6 INCHES BELOW THE SUBGRADE SURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE FILLED WITH SATIFACTIORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE SURFACE. WHERE SIDEWALK I5 CONSTRUCTED ADJACENT TO THE CURB, THE SPACE BEHIND THE NEW CURB SHALL BE RI t EC) WITH GRANULAR MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 4 INCHES WHERE SIDEWALK l5 NOT CONSTRUL I ED ADJCENT TO THE CURB THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 4 INCHES. j 11B SURFACE. iv 449 BINDER COMPACTED AND WELL- DRAINED SUBGRADE. TYPICAL PAVEMENT SECTION O' Y 2' 3" 6o" 1' ASPHALT CONCRETE PAVING. SEE DETAIL THIS SHEET FOR PAVEMENT THICKNESS. REGULAR BACKFILL. BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD PROCTOR DENSITY. 5�:1•'•�: 1.3; 4 -An rC' '•CIF i ��'�R F'ti vr. `.'r'�S •�'.:3 ?i',•: i 4'� �4. t t pie ?i r l!`` '2 e' r r _te 4 a� ,low;!,, '.4�.' it.;.-ir% 1.'.. �>A i Y �T �Y N,,G,N 0 1\ r. "72 MINIMUM 1.25 DEPTH FOR BEDDING MATERIAL BELOW PIPE 1/2" -1' D 2T SMALLER 30' TO 60' 66' LARGER (d) MIN. 4' q REINFORCED CONCRETE PIPE (RCP) TRENCE DETAIL v l9 LEGEND Bc OUTSIDE DIAMETER D INSIDE DAME I ER d DEPTH OF BEDDING MATERIAL BELOW PIPE NOTE ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6° TO 12 BALANCED LIFTS MIN. 9' CLEARENCE EACH SIDE OF INSTAI I FD PIPE 5' 0 W INLET 1/2" =1' 1771 2,000 PSI CONCRETE PLUG. 2' 0 PVC OUTLET ORIFICE. PRECAST CONCRI I E TRIM RING AS REQUIRED. 2,000 PSI CONCRETE PLUG. 7 0 PVC OUTLET ORIFICE. SEE GRADING PLAN FOR PIPE SIZE AND TYPE. LONGITUDINAL SECTION CATCH BASIN INLET TYPE "B" SEE GRADING PLAN FOR PIPE SIZE AND TYPE. NEENAH 44R -2533 FRAME WITH TYPE 'G' GRATE. 2°-0' PLAN MEW NEENAH 44R -2533 FRAME WITH TYPE •C• GRATE. SEE GRADING PLAN FOR T.G. SEE GRADING PLAN FOR INVERT. CLASS A PRECAST OR POURED -IN -PLACE CONCRETE. 0' 1' 2-0" 5' SIDEWALK RAMP DETAIL 1/2 -1-0" C -6 IIIII I I 0' 1' 2-6' 5' SITE DETAILS 1/2" =1-0" I PRECAST CONCRETE TRIM RING AS REQUIRED 1/2" T —O 0' 1' 2-6" 5' SEE GRADING PLAN FOR PIPE SIZE AND TYPE et NEENAH #R -2533 FRAME WITH TYPE 'G' GRATE. PLAN MEW NEENAH 14R -2533 FRAME WITH TYPE 'G' GRATE. SEE GRADING P[..AN FOR T.G. SEE GRADING PLAN FOR INVERT. SEE GRADING PLAN FOR PIPE SIZE AND TYPE_ CLASS A PRECAST 02 POURED -IN -PLACE CONCRETE. LONGITUDINAL SECTION CATCH BASIN INLET TYPE "A" 0' 1' 2-6" 5' 10' HANK WAf'.ij©ij ASSOCIZTES ARCHITECTURE MIANAKUS, ON 462E304 ©20 (37) 644-13' Aij OFFICE ADDEITION Boa YANG HEALTH CENTER MINIANAPO_JS, NIDEIANA 46260 REVISIONS: DATE: DATE: 05 APRIL 2004 DRAWN BY: D. L. Lockwood CHECKED BY: M. A. Swanson APPROVED BY: M. A Swanson PROJECT NUMBER: MSA Office SHEET NUMBER: C -6 OF: SIX COPYRIGHT 2003 MARK SWANSON ASSOCIATES, INC.