RB1000CR ASTM 3M WIDE ROADBLOCKER FOUNDATION LAYOUT

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1 300 FIRST POUR O/A FOUNDATION HEIGHT SECOND POUR TO F.F.L. 60 TO F.F.L. 10 PROUD, PERIMETER BASE, F.F.L RAISE HEIGHT CONCRETE FOUNDATION O/A CONCRETE FOUNDATION O/A RB1000CR ASTM 3M WIDE ROADBLOCKER FOUNDATION LAYOUT FOUNDATION NOTES: CONCRETE GRADE IS C35 1ST POUR IS 3.5 CUBIC METERS 2ND POUR IS 7.3 CUBIC METERS LOCATED CENRALLY AROUND THE BLOCKER 100 DUCT PIPE FOR ALTERNATIVE HPU ACCESS, CHOOSE EITHER LEFT OR RIGHT SIDE ROAD BLOCKER SITS ON 1st POUR BASE MESH PANEL, 100 UP FROM GROUND Ø100 DRAINAGE DUCT 1400 DRAINAGE DUCT EXIT APPROX 2700 DRAINAGE DUCT EXIT APPROX 100 HEIGHT FROM GROUND, USE MESH PLASTIC OR CONCRETE SPACERS Ø100 DRAINAGE DUCT SHEET 1 FOUNDATION LAYOUT RB1000CR - ASTM - 3M _RB1000CR_3M_FOUNDATION_LAYOUT

2 1410 O/A HEIGHT INCLUDING ELBOWS 1410 MESH PANEL HEIGHT 2 x ELBOW CORNER SHAPE CODE 11, AT FRONT - IMPACT SURFACE, CENTRALLY WITH A GAP OF 3 MESH SQUARES NOTES: 3800 MESH PANEL LENGTH 3870 O/A INCLUDING ELBOWS 4 x ELBOW CORNER SHAPE CODE 11, UNDER HINGE ASSEMBLY AT BACK OF ROAD BLOCKER, POSITIONED CENTRALLY WITH A GAP OF 1 MESH SQUARE ALL SIZE AND GRADE IS H10 METRIC RIBBED, 500 MPa (B500B) TO BS4449 ALL SQUARE MESH FABRIC (MAT): OUTSIDE EDGES TIED TO FORM A CAGE ALL SQUARE MESH FABRIC (MAT): NO FLYING ENDS, UNLESS USED TO MAKE OVERALL SIZES ALL SQUARE MESH FABRIC (MAT) ALL SIDES AND BASE: STOCK CODE A393 (200 SQ) ALL SQUARE MESH FABRIC (MAT) SIZES: 1400x3800 x 2 OFF x2400 x 2 OFF x3800 x 1 OFF ALL 90 ELBOW CORNERS, SHAPE 11: A=455 + B=455 x 38 OFF 8 x ELBOW CORNER SHAPE CODE 11, POSITIONED AT EACH CORNER WITH A GAP OF 1 MESH SQUARE MESH BASE TO BE POSITIONED 100 UP FROM GROUND, USE PLASTIC OR CONCRETE MESH SPACERS RB1000CR ASTM 3M WIDE ROADBLOCKER CAGE SCHEDULE 2400 MESH PANEL WIDTH 2470 O/A WIDTH INCLUDING ELBOWS SHEET 2 SCHEDULE RB1000CR - ASTM - 3M _RB1000CR_3M_FOUNDATION_

3 RECOMENDED SOIL BEARING CAPACITY EMBEDMENT 2800 O/A CONCRETE FOUNDATION RB1000CR ASTM 3M ROADBLOCKER CONCRETE MIX, FOUNDATION SOIL AND SOIL BEARING CAPACITY FOUNDATION NOTES: CONCRETE GRADE IS C35 35 NEWTON 20mm AGGREGATE 50 SLUMP ST POUR IS 3.5 CUBIC METERS 2ND POUR IS 7.3 CUBIC METERS THE FOUNDATION SOIL SURROUNDING THE POURED CONCRETE MIX HAS A RECOMMENDED MINIMUM SOIL BEARING CAPACITY OF 150kPa HORIZONTALLY AND VERTICALLY RECOMMENDED FOUNDATION SOIL MADE UP OF WELL GRADED, CRUSHED STONE OR BROKEN GRAVEL WITH LOW COHESIVE PROPERTIES 4100 O/A CONCRETE FOUNDATION DESIGN AND CONSTRUCT ROAD AS USUAL 3508 O/A ROADBLOCKER FRAME 5000 RECOMENDED SOIL BEARING CAPACITY EMBEDMENT 3700 RECOMENDED SOIL BEARING CAPACITY EMBEDMENT SHEET 3 FOOTINGS RB1000CR - ASTM - 3M _RB1000CR_3M_FOUNDATION_FOOTINGS

4 1670 DRAIN TO F.F.L APPROX 1570 O/A FOUNDATION HEIGHT 100 APPROX 930 HYDRAULIC DUCTING TO F.F.L GENERIC HPU CABINET WITH GENERIC HPU CABINET AND DUCTING DETAILS 4100 O/A CONCRETE FOUNDATION 3508 O/A ROADBLOCKER FRAME 800 3M WEDGE WIDTH Ø100 HYDRAULIC DUCTING 10M RECOMENDED MAX HYDRAULIC HOSE PIPE LENGTH INCLUDING RISE TO HPU 1400 APPROX DRAIN EXIT 2700 APPROX DRAINAGE DUCTING EXIT Ø100 DRAINAGE DUCTING WITH FALL TO DRAIN PLACE DRAINAGE DUCTING THROUGH FIRST POUR AND INSIDE ROADBLOCKER BASE FRAME MISSING ALL FRAME STEELWORK FOR SUMP PUMP OPTION TRIM CAGE LOCALLY AND CAST A SUMP PUMP PIT IN FIRST POUR TO SUIT FOUNDATION NOTES: CONCRETE GRADE IS C35 SHEET 4 HPU AND DUCTING RB1000CR - ASTM - 3M _RB1000CR_3M_FOUNDATION_AND_HPU

5 CONSTANT 1570 WIDTH OPTIONS WEDGE WIDTH DIM 'A' DIM 'B' 2M M M M M M M M M EXCAVATION - DIM 'A' FRAME - DIM 'B' WEDGE WIDTH WIDTH OPTIONS EXCAVATION CONSTANT 2800 FRAME CONSTANT 2015 SHEET 5 WIDTH OPTIONS RB1000CR - ASTM - 3M - WIDTH OPTIONS 0005_RB1000CR_WIDTH_OPTIONS_

6 300 FIRST POUR 1570 O/A FOUNDATION HEIGHT 1270 SECOND POUR 1000 RAISE GENERAL ILLUSTRATION - SIDE VIEW SECURE SIDE UNSECURE SIDE (IMPACT SIDE) HEAVY DUTY SUB-SURFACE HINGE SHAFT AND HOUSING DUCT FOR ALTERNATIVE LEFT OR RIGHT SIDE HPU ACCESS, Ø100 DRAINAGE DUCT 2800 O/A FOUNDATION SHEET 10 ILLUSTRATION RB1000CR - ASTM - 3M _RB1000CR_3M_FOUNDATION_ILLUSTRATION