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W.S.S. to Seethathode & Nilakkal Plappally Area in Perunadu Panchayath

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W.S.S. to Seethathode & Nilakkal Plappally Area in Perunadu Panchayath R6 R7 R8 W.S.S. TO SEETHATHODE & NILAKKAL PLAPPALLY AREA IN PERUNADU PANCHAYATH 20 LL 20 LL 20 LL R3 Zone VI Zone VII Zone VIII 0.3 LL (P) Interconnection 500 mm M.S Pipe, 10 mm thick, 1800 m OHSR at Nilakkal Zone III (Highest Point in PM is R2 GLSR at Gurumandiram (R6) 417.53) IL. 455.00 0.5 LL GL. 452.00 R5 100mm DI K9, 2000 m 2 Nos. 5 HP CF Pump S3 500 mm dia. M.S Pipe, 8250 m 3 Nos. 110 HP VT Pump Sets Zone II Sump cum Pump House 3.5 LL near Gurunathanmannu Tribal School Zone V IL. 290.00 6.0 LL GL. 287.00 3 Nos. 2 HP R1 R4 CF Pump Sets 3.0 LL (P) 3.0 LL Sump cum Pump House 150 mm DI K9 CWPM, 5200 m Zone IV & OHSR at Plapally 500 mm dia. M.S Pipe, 1900 m IL of Sump : Zone I 2 Nos. 12.5 HP CF Pump Sets S2 3 Nos. 175 HP VT Pump Sets IL of OHSR Sump at Kottakuzhy GLSR at Aliyanmukku IL. 175.00 IL. 178.00 6.0 LL GL. 172.00 GL. 175.00 S1 Second Sump cum Pump House in Angamoozhy Plapally Road TREATMENT PLANT AT SEETHATHODU 6.0 LL IL. 266.00 GL. 263.00 500 mm dia. M.S Pipe, 2100 m NEAR FIRE STATION& KSEB OFFICE 3 Nos. 175 HP VT Pump Sets KAKKAD HEP First Sump cum Pump House (Arranged in Phase I) in Angamoozhy Plapally Road 200mm DI K9, 3700 m IL. 167.00 13 mld 250mm DI K9, 1250 m GL. 164.00 IL. 73.00 SUMP NEAR T.P. 2 Nos. 50 HP CF Pump Sets 2 Nos. 50 HP CF Pump Sets (Proposed) 6.0 LL 500 mm dia. M.S Pipe 10 mm thick, 7600 m 3 Nos. 175 HP VT Pump Sets Completed / Existing : S Work in Progress : FVL.64.00 Balance Components in Phase I : Components in Phase II : S Components in Phase III : RWPM NOTES: 1. ALL LEVELS ARE IN METRES & ARBITRARY FL.+ 65.00 9m. DIA. INTAKE WELL KERALA WATER AUTHORITY CUM PUMP HOUSE AT SEETHATHODU 500 mm dia. M.S Pipe 10mm thick ,720m PROJECT DIVISION, ADOOR NEAR POWER HOUSE OF KAKKADU HEP W.S.S. TO SEETHATHODE PANCHAYATH AND NILAKKAL KAKKADU RIVER WL. +60.00 PLAPPALLY AREA IN PERUNADU PANCHAYATH IN PATHANAMTHITTA DISTRICT ( PHASE II ) FVL. +54.00 SCHEMATIC DIAGRAM BL. + 52.00 SCALE: N.T.S. PROPOSED WELL A.E. A.E.E. E.E. S.E. C.E. 400 400 360 45 2070 15 10 13 WSS to Seethathode Pt. & Nilakkal, Plapally area WSS to Seethathode Pt. & Nilakkal, Plapally area in 30 Perunadu Pt. 294 in Perunadu Pt. 230 230 400 400 500 Construction of 6 LL capacity First Sump cum 500 Construction of 6 LL capacity Second Sump cum Pump 40 House in Angamoozhy Plapally Road 30 Pump House in Angamoozhy Plapally Road 25 250 250 30 30 Beam 20x25 cm Beam 20x25 cm 15 110 135 2070 135 15 30 180 30 145 145 200 400 400 Column30x30 Column30x30 390 390 1390 1692 1410 Slope of RCC Slab 1 in 40 1638 240 Floor trap/Gratings Tie beam 20x25 cm Tie beam 20x25 cm 30 SECTION 200 Wall mounting Closset Shower and Bib Cock 2130 2130 D1 Wash basin with Pillar cock. Health Faucet V Steps- Rise -0.15m & Tread 0.27 M 2110 2110 W V V 150 2000 V 2070 2070 2050 2050 W 2000 2000 W 1307 293 2050 984 2050 Wash basin And Pillar cock Wash basin And Pillar cock 25 RCC WALL. 25 RCC WALL. V 303 637 V 692 25 25 316 200 200 W 30 30 1000 1000 1050 Wall mounting Wall mounting D1 Closset Closset Column V 1000 1000 1000 656 Gratings/ 35 656 Gratings/ 35 1000 20 30 Floor trap 20 30 Floor trap 25 Health Faucet. 25 Health Faucet. 45 X 45 D1 RS 649 35 649 35 706 706 RS 30 Slope of 30 Slope of RCC slab = 1 in 40 RCC slab = 1 in 40 298 CM 1130 1110 1070 1050 1000 1130 1110 1070 1050 1000 303 Toilet 303 Toilet W 1334 1050 240 240 220 25 220 25 Shower & Bib cock. Shower & Bib cock. D1 D1 W D1 W W RS W D1 W W RS W RS 303 303 303 RS 303 303 303 317 25 30 170Steps 170Steps Rise -0.15 m, Tread 0.27 m Rise -0.15 m, Tread 0.27 m 344 344 342 293 293 PUMP 343 343 HOUSE PLAN 363 1687 400 400 360 45 2070 15 10 13 WSS to Seethathode Pt. & Nilakkal, Plapally area in 30 Perunadu Pt. 294 230 400 400 Construction of 6 LL capacity Second Sump cum Pump 500 40 House in Angamoozhy Plapally Road 30 25 250 30 30 Beam 20x25 cm 15 110 2070 135 135 15 30 180 30 145 200 400 Column30x30 390 1390 1692 1410 Slope of RCC Slab 1 in 40 1638 240 Floor trap/Gratings Tie beam 20x25 cm 30 SECTION 200 Wall mounting Closset Shower and Bib Cock 2130 D1 Wash basin with Pillar cock. Health Faucet V Steps- Rise -0.15m & Tread 0.27 M 2110 W V V 150 2000 V 2070 2050 W 2000 W 1307 293 984 2050 Wash basin And Pillar cock 25 RCC WALL. V 303 637 V 692 25 316 200 W 30 1000 1000 1050 Wall mounting D1 Closset Column V 1000 1000 1000 656 Gratings/ 35 1000 20 30 Floor trap 25 Health Faucet. 45 X 45 D1 RS 35 649 706 RS 30 Slope of RCC slab = 1 in 40 298 CM 1130 1110 1070 1050 1000 303 Toilet W 1334 1050 240 25 220 Shower & Bib cock. D1 W D1 W W RS W RS 303 303 303 317 25 30 170Steps Rise -0.15 m, Tread 0.27 m 344 342 293 293 PUMP 343 HOUSE PLAN 363 1687 CONSTRUCTION OF 6.00 LL SUMP AND 3.50 LL OHSR CAPACITY OH TANK AT PLAPPALLY 330 360 270 30 60 327 327 267 400 400 360 45 15 10 WSS to Seethathode Pt. & Nilakkal, Plapally area 30 in Perunadu Pt. 294 400 400 Construction of 6 LL capacity First Sump cum 40 Pump House in Angamoozhy Plapally Road 30 25 30 30 15 110 135 135 30 180 30 200 300 1390 1692 1410 Slope of RCC Slab 1 in 40 1638 240 plinth beam30 X 60 SECTION Floor trap/Gratings 200 Wall mounting Closset Shower and Bib Cock D1 Wash basin with Pillar cock. Health Faucet V 600 Steps- Rise -0.15m & Tread 0.27 M W V V 150 2000 V W A TYPICAL CROSS SECTIONAL WIEW OF RETAINING WALL & W COMPOUND WALL 1307 293 V 303 20 PPDV0DLQEDUV 637 V 692 Dense Forest 200 00DVGLVWULEXWRU W 1000 650 1000 1050 35 D1 Earth V Column PPDVGLVWULEXWRUV 1000 1000 1000 1000 RCC 45 X 45 D1 RS RS CM 300 PPDV0DLQEDUV Propossed ground. W 1334 140 RCC RCC 1:1.5:3 150 Heel Toe 250 60 Key W 60 140 60 100 25 30 300 PCC 1:2:4 100 293 293 PUMP HOUSE Retaining wall & Compound wall at back side of Sump RCC PLAN 1500 A TYPICAL CROSS SECTIONAL WIEW OF RETAINING WALL & COMPOUND WALL 20 PPDV0DLQEDUV Dense Forest 200 00DVGLVWULEXWRU 35 Earth PPDVGLVWULEXWRUV 300 PPDV0DLQEDUV Propossed ground. 140 150 Heel Toe 60 Key 60 140 60 100 300 Retaining wall & Compound wall at back side of Sump WSS to Seethathode Pt. & Nilakkal, Plapally area in Perunadu Pt. Construction of 20 LL capacity OHSR at Nilakkal WSS to Seethathode Pt. & Nilakkal, Plapally area in Perunadu Pt. Construction of 20 LL capacity OHSR at Nilakkal Near Devaswam Board Tank and Near Cattle Shed. 2565 2565 slab 12 375 375 375 375 375 375 375 375 375 375 375 375 CM 2585 45 30 12 25 375 400 25 400 slab 30 CM 2515 60 BEAM 40X60 beam 40 X60 12 12 30 30 60 330 375 slab 15 CM 260 270 15 45 BEAM 30X60 beam30X60 700 700 30 WSS to Seethathode Pt. & Nilakkal, Plapally area slab 15 CM 273 323 in Perunadu Pt. 500 375 BEAM Construction of 6 LL capacity First Sump cum 30X60 RCC WALL. beam30X60 Pump House in Angamoozhy Plapally Road 2565 2565 slab 15 CM 273 1707 1700 375 375 375 375 375 375 200 beam30X60 375 1371 1371 400 slab 15 CM 318 273 1041 45 beam30X60 710 2130 375 slab 15 CM 323 2110 380 278 2070 beam30X60 2050 30 2000 2050 Wash basin And Pillar cock RCC WALL. 375 375 25 200 25 200 Wall mounting Closset 656 Gratings/ 20 30 Floor trap 25 Health Faucet. 35 649 706 30 Slope of RCC slab = 1 in 40 1000 1130 1110 1070 1050 240 25 220 Shower & Bib cock. D1 W D1 W W RS RS 170Steps Rise -0.15 m, Tread 0.27 m 344 343 WSS to Seethathode Pt. & Nilakkal, Plapally area in Perunadu Pt. Construction of 20 LL capacity OHSR at Nilakkal 2565 slab 12 375 375 375 375 375 375 CM 2585 12 25 400 slab 30 CM 2515 60 beam 40 X60 12 30 slab 15 CM 330 270 30 beam30X60 WSS to Seethathode Pt. & Nilakkal, Plapally area slab 15 CM 273 in Perunadu Pt. Construction of 6 LL capacity First Sump cum 500 RCC WALL. beam30X60 Pump House in Angamoozhy Plapally Road 2565 slab 15 CM 273 1707 1700 beam30X60 1371 1371 400 slab 15 CM 318 273 1041 45 beam30X60 710 2130 slab 15 CM 323 2110 380 278 2070 beam30X60 2050 30 2000 2050 Wash basin And Pillar cock RCC WALL.
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