254 WOOD MEMBER SUSPENSION METHOD. ATTACHED TO EXISTING SLAB WITH HARDENED NAIL SUSPEND CHANNEL WITH 'WIRE TIE FROM REAR CLIPS, 14 4 MIN. SAW CUT. 4 5" PRO SERIES STRUCTURAL FOAM POLYVINYL LIGHT TRAFFIC CHANNEL GRATE ‘WITH UV INHIBITORS SECTION AT 5' PRO SERIES NEW FELT EXPANSION JOINT 5 é == TRENCH DEPTH VARIES | WITH LOAD CASE NOTE: s CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR. SET TRENCH DRAIN IN CHANNEL SURROUNDED BY 4' OF CONCRETE OR.
18 2' ASPHALT. 6" CRUSHED STONE 6 MIN.SAWCUT. 6" L 5' PRO SERIES LOAD STAR OR. CAST IRON CHANNEL GRATE SECTION AT 5' PRO SERIES NEW FELT EXPANSION JOINT TRENCH DEPTH VARIES ‘WITH LOAD CASE #4 REAR HORIZONTAL PLACE TOP & BTM. OF CON. POUR 3' CIR @ BTM. (TYP) NOTE: e CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR. SET TRENCH DRAIN IN CHANNEL SURROUNDED BY 6' OF CONCRETE OR THICKNESS OF THE CONCRETE SLAB WITH A MINIMUM OF 3,500 PSI. EXISTING DOLLS.
2x4 WOOD MEMBER SUSPENSION METHOD. ATTACHED TO EXISTING SLAB WITH HARDENED NAIL SUSPEND CHANNEL WITH WIRE TIE FROM REAR CLIPS. 22 5' PRO SERIES CAST IRON CHANNEL GRATE 8" MIN. SAW CUT. 8" SECTION AT 5° PRO SERIES NEW FELT EXPANSION JOINT EXISTING CONCRETE EXISTING CONCRETE =~ T SLAB 5 | SLAB. MIN. g M. 4 EXISTING DOLLS. TRENCH DEPTH VARIES WITH LOAD CASE #4 REAR HORIZONTAL PLACE TOP & BTM. OF CON. POUR 3' CLR @ BTM. (TYP) NOTE: e CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR.
5" PRO SERIES GRADE . 'WIRE TIE FROM REAR CLIP. FORM BOARD. 27 CAST IRON CHANNEL GRATE FORM STAKE. 8" MIN. SAW CUT. 8 BACK FILL PER. PROJECT SECTION AT 5* PRO SERIES REQUIREMENTS. AFTER SETTING. BACK FILL PER. PROJECT = i REQUIREMENTS. AFTER = SETTING. MIN. 8 MIN. GRADE FORM STAKE. TRENCH DEPTH VARIES WITH LOAD CASE #4 REAR HORIZONTAL PLACE TOP & BTM. OF CON. POUR 3' CLR @ BTM. (TYP) NOTE: e CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR. ‘COMPLETELY HARDENED.
" PRO SERIES 22 CAST IRON CHANNEL GRATE CONCERTMASTERS 8" MIN.SAWCUT. 8" L PACER SETTING BASE —— SECTION AT 5' PRO SERIES BASE MATERIAL —— EXISTING SOILS. REAR STAKE SUSPENSION METHOD. LENGTH OF STAKE APPROX. 16" TRENCH DEPTH VARIES WITH LOAD CASE #4 REAR HORIZONTAL PLACE TOP & BTM. OF CON. POUR 3' CLR @ BTM. (TYP) NOTE: e CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR. SET TRENCH DRAIN IN CHANNEL SURROUNDED BY 8’ OF CONCRETE OR.
22 5'PRO SERIES CAST IRON CHANNEL GRATE Y OR NEW CONCRETE MIN. SAW CUT. SECTION AT 5' PRO SERIES NEW FELT EXPANSION JOINT EXISTING OR NEW CONCRETE———"~ SLAB. “ TRENCH DEPTH VARIES ITH LOAD CASE #4 REAR HORIZONTAL PLACE TOP & BTM. OF CON. POUR 3' CLR @ BIM. (TYP) NOTE: e CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR. SET TRENCH DRAIN IN CHANNEL SURROUNDED BY 8' OF CONCRETE OR ‘THICKNESS OF THE CONCRETE SLAB WITH A MINIMUM OF 3,500 P.S.L.
22 8 MIN.SAWCUT. 8 2" ASPHALT. 6' CRUSHED STONE — 5" PRO SERIES CAST IRON CHANNEL GRATE SECTION AT 5' PRO SERIES NEW FELT EXPANSION JOINT TRENCH DEPTH VARIES ‘WITH LOAD CASE #4 REAR HORIZONTAL PLACE TOP & BTM. OF CON. POUR 3' CLR @ BIM. (TYP) NOTE: e CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR. SET TRENCH DRAIN IN CHANNEL SURROUNDED BY 8' OF CONCRETE OR ‘THICKNESS OF THE CONCRETE SLAB WITH A MINIMUM OF 3,500 PS.
SECTION AT 5' PRO SERIES NDS # 3P05 COUPLING OR 4P05 COUPLING BTM. OUTLET. Q 3'OR 4" PVC PIPE BY OTHERS TYPICAL 5" PRO SERIES BTM. OUTLET 3 OR 4" PVC COUPLING TO BTM. OUTLET CONNECTION. N.LS.
TRENCH DEPTH VARIES WITH LOAD CASE 'WIRE TIE FROM REAR CLIP. 5' PRO SERIES STRUCTURAL FORM BOARD, . FOAM POLYVINYL LIGHT eyt 4 TRAFFIC CHANNEL GRATE 7 MIN. SAW CUT. 7 'WITH UV INHIBITORS BACK FILL PER. PROJECT SECTION AT 5* PRO SERIES REQUIREMENTS. AFTER SETTING, o = BACK FILL PER. PROJECT 5 F REQUIREMENTS. AFTER = A SETTING. MIN. £ MIN. % GRADE GRADE NOTE: s CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR. SET TRENCH DRAIN IN CHANNEL SURROUNDED BY 4' OF CONCRETE OR.
5' PRO SERIES STRUCTURAL 14 FOAM POLYVINYL LIGHT TRAFFIC CHANNEL GRATE CORNERSTONE PACERS 4° MIN.SAWCUT. , 4° L WITH UV INHIBITORS PACER SETTING BASE — 1 T SECTION AT 5 PRO SERIES BASE MATERIAL EXISTING SOILS. REAR STAKE Z. E SUSPENSION METHOD. LENGTH OF STAKE E § APPROX. 16" NOTE: e CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR. SET TRENCH DRAIN IN CHANNEL SURROUNDED BY 4' OF CONCRETE OR THICKNESS OF THE CONCRETE SLAB WITH A MINIMUM OF 2,500 PSL B .
5' PRO SERIES STRUCTURAL FOAM POLYVINYL LIGHT TRAFFIC CHANNEL GRATE ‘WITH UV INHIBITORS SECTION AT 5' PRO SERIES —— NEW FELT EXPANSION JOINT EXISTING OR NEW SLAB. “ = EXISTING OR NEW CONG RTE . SLAB. & & oA TRENCH DEPTH VARIES WITH LOAD CASE EXISTING SOILS. #3 OR #4 REAR STAKE SUSPENSION METHOD. LENGTH OF STAKE APPROX. 16" NOTE: e CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR.
2' ASPHALT. 6' CRUSHED STONE — 5" PRO SERIES STRUCTURAL FOAM POLYVINYL LIGHT TRAFFIC CHANNEL GRATE ‘WITH UV INHIBITORS SECTION AT 5' PRO SERIES NEW FELT EXPANSION JOINT TRENCH DEPTH VARIES WITH LOAD CASE NOTE: e CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR. SET TRENCH DRAIN IN CHANNEL SURROUNDED BY 4' OF CONCRETE OR THICKNESS OF THE CONCRETE SLAB WITH A MINIMUM OF 2,500 PS.1. AVOID FULL LOAD TRAFFIC FOR 28 DAYS OR UNTIL CONCRETE HAS COMPLETELY HARDENED. EXISTING SOILS.
2x4 WOOD MEMBER SUSPENSION METHOD. ATTACHED TO EXISTING SLAB WITH HARDENED NAIL SUSPEND CHANNEL WITH ‘WIRE TIE FROM REAR CLIPS. 18" 5" PRO SERIES LOAD STAR OR CAST [RON CHANNEL GRATE &' MIN. SAW CUT. 6" SECTION AT 5' PRO SERIES NEW FELT EXPANSION JOINT EXISTING CONCRETE| : sas. 4 TRENCH DEPTH VARIES WITH LOAD CASE #4 REAR HORIZONTAL PLACE TOP & BTM. OF CON. POUR 3' CLR @ BTM. (TYP) NOTE: e CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR.
TRENCH DEPTH VARIES 'WITH LOAD CASE WIRE TIE FROM REAR CLIP. 5' PRO SERIES LOAD STAR OR FORM BOARD: 18 CAST IRON CHANNEL GRATE FORM STAKE. 6" MIN. SAW CUT. 6" BACK FILL PER PROJECT SECTION AT 5' PRO SERIES REQUIREMENTS, AFTER SETTING. o o BACK FILL PER. PROJECT = i REQUIREMENTS. AFTER SETTING. [ e DRI #4 REAR HORIZONTAL PLACE TOP & BTM. OF CON. POUR 3' CLR @ BTM. (TYF) NOTE: ¢ CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR.
5' PRO SERIES LOAD STAR OR 18" CAST IRON CHANNEL GRATE PACERS &' MINUSCULE. &' L PACER SETTING BASE I SECTION AT 5' PRO SERIES BASE MATERIAL —— EXISTING SOILS. REAR STAKE SUSPENSION METHOD. LENGTH OF STAKE APPROX. 16" TRENCH DEPTH VARIES WITH LOAD CASE #4 REAR HORIZONTAL PLACE TOP & BTM. OF CON. POUR 3' CLR @ BTM. (TYP) NOTE: e CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR.
5" PRO SERIES LOAD STAR OR 18' CAST [RON CHANNEL GRATE 6 MIN.SAWCUT. 6" SECTION AT 5" PRO SERIES NEW FELT EXPANSION JOINT \ | EXISTING OR NEW! . CONCERNED = SLAB. « _ SLAB. TRENCH DEPTH VARIES | QO g Jose EXISTING SOILS. #4 REAR HORIZONTAL PLACE TOP @BTM. OF CON. POUR 3' CLR @ BTM. (TYP) T LENGTH OF STAKE APPROX. 16" NOTE: e CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR.