NOTES:- 1. ALL DIMENSIONS ARE IN M IF NOT MENTIONED OTHERWISE.

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Joan Cannon
5 years ago
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C L OF CIRCULAR RLY. 15000 2500 5000 5000 2500 PAVER BLOCK 5.10m.(RL) VICTORIAN RAILING 2000 BEAM 700X400 BORED PILE 30M. LONG. R.C SLAB 200 THK.

ALL DIMENSIONS ARE IN M IF NOT MENTIONED OTHERWISE.

1 C L OF CIRCULAR RLY PAVER BLOCK 5.10m.(RL) VICTORIAN RAILING 2000 BEAM 700X400 BORED PILE 30M. LONG. R.C SLAB 200 THK. BORED PILE 30M. LONG BORED PILE 30M. LONG. 6 MM THK. MS LINER 8 MM THK. MS LINER 5000 SECTION-"A-A" SCALE: 1:2000 NOTES:- 1. ALL DIMENSIONS ARE IN M IF NOT MENTIONED OTHERWISE. CONSTRUCTION OF RCC DECK SLAB SUPPORTED ON RCC MS LINE BORED PILE, BEAM INCLUDING PAVEMENT FOR HOOGHLY RIVER FRONT DEVELOPMENT WORK OF KMC FROM BAJA KADAMTALA GHAT UPTO MILLENNIUM PARK (KMDA) TOWARDS NORTH AT KOLKATA DRG. No. SH. No. DATE REV.

2 1. ALL SPACINGS ARE IN 'mm' & ALL LEVELS & OTHER DIMENSIONS 2. GRADE OF CONCRETE a) IN PILE = M-35. b) IN PILE HEAD, R.C.C. BEAM, DECK SLAB = M ALL REINFORCEMENT SHALL BE Fe CLEAR COVER TO MAIN REINFORCEMENT FOR PILE & PILE CAP SHALL BE = 75mm 5. ALL MATERIALS SHALL BE AS GUIDED BY MORTH SPECIFICATION 6. ALL JOINTS SHALL BE AS PER MORTH SPECIFICATION 7. LAP LENGTH SHALL BE 72d. 8. DEVELOPMENT/ ANCHORAGE LENGTH (Ld) SHALL BE 40d WHERE d=minimum DIA OF BAR.

3 1. ALL DIMENSIONS ARE IN m, REINFORCEMENT SPACINGS ARE mm. 2. GRADE OF CONCRETE a) IN PILE = M-35. b) IN PILE HEAD, R.C.C. BEAM, DECK SLAB = M GRADE OF STEEL - FE MINIMUM CLEAR COVER IS (a) PILE-75mm (b) SLAB/WALL/BEAM-40mm 5. ALL CONSTRUCTION SHALL BE AS PER IS:456, IRC:21,IRC:78 & IS:2911& CASING SHALL BE AS PER IS:800 & OTHER RELATED CODES OF PRACTICE.. 6. SPECIAL CARE AS PER CL.8.1.5, ANNEXE- E, IS:2911 SHALL BE TAKEN FOR INSTALLATION OF PILE. 7. ALL MATERIAL SHALL BE IN LINE WITH IRC SPECIFICATION. 8. SUPPORT IF TAKEN FROM CASSING OF PILE FOR SHUTTERING THE SAME SHALL BE MADE GOOD AFTER REMOVAL OF SHUTTERING. 9. ALL MILD STEEL FOR CASING SHALL BE AS PER IS: ELECTRODES USED SHALL BE AS PER IS:814 & THE SIZE SHOULD BE AS PER MATERIAL AND IT'S SIZE. 11. GRADE OF ANCHOR BOLTS FOR SCCURING FENDERS SHALL BE GRADE A AS PER IS: PLAIN, TAPPERED AND SPRING WASHERS, SHALL CONFROM TO IS:5369, IS:6755. RESPECTIVELY.

4 Project: Sub -Soil Investigation work from Bajakadamla ghat Fairlie ghat in Site :Bajakadamtala ghat Bore Hole No:1 Termination Depth of Borehole : 35.0m R.L. of Ground Level (Ref. Level) in meter: 100 (cosidered) Date of starting / completion: SL :Slipped P: DS DS DS Top surface soil followed by filled up material. Filled up ground P CI Soft,bluish grey silty clay UDS 7.50 with traces of fine sand. CI TS P ML NP P P Loose,bluish grey sandy silt ML NP with lenses of clay UDS ML NP TS P ML NP P SM NP Dense very dense,brownish bluish P SM NP DT grey silty micaceous fine (Suggested) (Remoulded) medium sand P SM NP Laborary result

5 Project: Sub -Soil Investigation work from Bajakadamla ghat Fairlie ghat in Site :Bajakadamtala ghat Bore Hole No:1 Termination Depth of Borehole : 35.0m R.L. of Ground Level (Ref. Level) in meter: 100 (cosidered) Date of starting / completion: SL :Slipped P: Laborary result P P SM NP P P SM NP DT (Suggested) (Remoulded) P > do P SM NP P P SM NP P

6 Project: Sub -Soil Investigation work from Bajakadamla ghat Fairlie ghat in Site :Surface Jetty Bore Hole No:2 Termination Depth of Borehole : 36.0m R.L. of Ground Level (Ref. Level) in meter: 100 (cosidered) Date of starting / completion: SL :Slipped P: DS Top surface soil followed by DS 2.50 filled up material DS Medium,bluish grey sandy P ML Np silt with little clay P Soft,bluish grey clayey silt UDS 7.50 with traces of fine sand. MI TS P P UDS Soft medium,dark grey OH TS P UDS CH TS P P silty clay / clayey silt with decomposed wood. Stiff,bluish grey silty clay with some calcareous Filled up ground Laborary result nodules UDS CI TS

7 Project: Sub -Soil Investigation work from Bajakadamla ghat Fairlie ghat in Site :Surface Jetty Bore Hole No:2 Termination Depth of Borehole : 36.0m R.L. of Ground Level (Ref. Level) in meter: 100 (cosidered) Date of starting / completion: SL :Slipped P: Laborary result P Medium,yellowish brown P ML NP DT sandy silt with little clay. (Suggested) (Remoulded) P ML Np P P P CI TS Very stiff,brownish grey silty (Suggested) (Remoulded) clay / clayey silt with little P fine sand P MI P Very dense,reddish brown P >100 silty fine medium sand SM NP DT (Suggested) (Remoulded)

8 Project: Sub -Soil Investigation work from Bajakadamla ghat Fairlie ghat in Site :Mayur Pankhi Nao ghat Bore Hole No:3 Termination Depth of Borehole : 35.0m R.L. of Ground Level (Ref. Level) in meter: 100 (cosidered) Date of starting / completion: SL :Slipped P: DS DS P Top surface soil followed by DS 7.50 filled up material consisting brick bats,sand,aggregate and DS 9.00 soil DS DS DS Medium,bluish grey silty fine P SM NP medium sand UDS ML NP DT Medium dense,yellowish brown P sandy silt with lenses of clay Fillled up ground Laborary result

9 Project: Sub -Soil Investigation work from Bajakadamla ghat Fairlie ghat in Site :Mayur Pankhi Nao ghat Bore Hole No:3 Termination Depth of Borehole : 35.0m R.L. of Ground Level (Ref. Level) in meter: 100 (cosidered) Date of starting / completion: SL :Slipped P: Laborary result P P grey with rusty brown patches silty clay with little sand.calcareous ndouels observed occasionally P CI Very dense,reddish brown P >100 silty fine medium sand SM NP UDS ML NP DT P ML NP do P ML NP P CI UDS CI TS P Very stiff and hard,bluish CI

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT 325.0 957 100.130 F.L.=99.780 12205 2300 2300 2300 2720 125 EXPANSION GAP 125 EXPANSION GAP OUTER COVER PLATE 640X40X1070 938.5 1350 1350 1350 1282.5 1350 1350 1122.5 1350 1356.5 1356.5 1350 1122.5 1350