Post on 09-Dec-2014
transcript
Index• Buffer strip wall•Canopy water rain pipe•Foundation bolt and cattle trap•Chain link fencing•Chain link fencing• Compound wall•Compound wall (Urban)•Silica gel trap•Box type culvert•Curtain wall•Electrical layout single line diagram•Pump island•Panel board type – I•Panel board type – II•Panel board type – III•Paver laying typical•Paver laying typical•Pipe line trench•Plate type earthing•Rain water harvesting pit•Septic tank 25 persons•Septic tank (bigger)•Septic tank (bigger)•Soak pit details•Underground tank reinforcement details - I•Underground tank reinforcement details – II•9 KL tank in earth pit•16 KL tank in earth pit•22 KL tank in earth pit•45 KL tank in earth pit•70 KL tank in earth pit•9 KL tank in RCC pit•16 KL tank in RCC pit•22 KL tank in RCC pit•22 KL tank in RCC pit•45 KL tank in RCC pit•70 KL tank in RCC pit•Hume pipe culvert•NOTE: All the drawings are indicative and the same can be vary as per actual site conditions.
300
20mm thk plasteringwith cm 1:4 overbrickwork top surface
2000
or
as
per
site
con
ditio
n
ID SIGN foundation
Landscaped Area
to detail
in C.M. 1:5
in C.M. 1:515 mm thk plastering
230 mm thk Brick wall 50Drip mould in plaster20
2000
or
as
per
site
con
ditio
n
230
with C.M. 1:4 over 20 mm thk plastering
brickwork top surface FOUNDATION PLAN
100
75
FOUNDATION PLAN
minimum 3000/ AS PER SITE CONDITION
suitable for landscapingFilling with composed earth
200
300
FDL
75 75230
Brick masonary work
15mm thk plastering
with CM 1:5FDL
500
75 75
75
400
15 mm thk plastering
375
Brick masonary work in cm 1:5Earth filling
ROAD LVLGL
with CM 1:5
KERB WALL SECTION
75 75230
SECTION A-A230
75 75
230
100
Brick masonary work in cm 1:5
P.c.c. 1:4:8
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED
CHKD
DRWNDSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 09
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTIONBUFFER WALLHP
* FOUNDATION TO SOIL CONDITION* RETAINING WALL SHALL BE PROVIDED INCASE OF LEVEL DIFFRANCE IN
* EXPANSION JOINT TO BE PROVIDED AT EVERY 10M
JOB NO : RA - HP - WZ - 2002
APPD
CHKD
SCALE NORTH
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
(TYPICAL)THE AD JOINING SITE
DETAIL
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED
CHKD
DRWNDSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 28
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTIONRAIN WATER
HP
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
JOB NO : RA - HP - WZ - 2002
APPD
CHKD
SCALE NORTH
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPDSLOPES TOWARDS DRAIN
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
DETAIL DAWN TAKE PIPE
4012
5
100 GROUTED IN CONCRETE
500-700(As per Site)
275
900
450(
min
)
150
450(
min
)
150
04.05.2009
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED DRWN
DSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 27
RELEASED FOR :- PRILIMINARY TENDERCATTLE TRAP AND
HP04.05.2009
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
JOB NO : RA - HP - WZ - 2002
CORPORATION LIMITED
APPD
CHKD
DRWN
SCALE NORTH
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
CATTLE TRAP AND
SLOPES TOWARDS DRAIN
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
FOUNDATION BOLT
DETAIL
ISA 65X65X6 mm
50x50mm chainlink2400 c/c (max)DETAIL 'C'
50 mm MS pipe (Medium quality)painted to approved colour
MS clamp ISA 65x65x6 mm painted to approved colour
50x50mm chainlinkfencing tied with 10 SWGGI wire at top and bottom pipe
50x50mm
1500
2400 c/c (max)
50 mm chainlink fencing tied with 10 SWG GI wire at top and bottom pipe
1500
MS pipe (M)50x50mm
P.C.C. 1:2:4300x300x375
300
6701200
75
300 375
1500
450
600
100
375
275
NGL
RR Masonary
P.C.C. 1:4:8
40 mm hole at the 200 c/c for tyeing
the chain links with 14 SWG GI wire300
compound wall and grouted with pcc 1:2:4300x300x375 mm deep pocket left in the
after placing the MS angle37
5
50 mm MS pipe (M)FDL
100
SECTION OF COMPOUND WALL
FOOTING DETAIL
50
100
8mm MS bolt
50mm MS bolt (M)
100x6mm thk Ms plate weldwith 50mm GI.pipe with provisionof for bolting to Ms angle
ELEVATION
04.05.09
of for bolting to Ms angle
DETAIL - 'C'
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED DRWN
DSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 15
RELEASED FOR :- PRILIMINARY TENDER
CHAIN LINK HP
04.05.09
* EXPANSION JOINT TO BE PROVIDED AT EVERY 10M* FOUNDATION TO SOIL CONDITION* RETAINING WALL SHALL BE PROVIDED
INCASE OF LEVEL DIFFERANCE IN THE ADJOINING SITE JOB NO : RA - HP - WZ - 2002
CORPORATION LIMITED
APPD
CHKD
DRWN
SCALE NORTH
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
CHAIN LINK FENCING
(TYPICAL)
25x25mm (75mm long) square rod with hole welded to channel section
2nos of 6mm thk(75 long) flat welded to50x50mm box section withholes for bolting
750 675
100
welded to the channel top 6mm thk square plate
with 3mm projection alround
holes for bolting
50x50 mm hollow square pipe
ISMC welded together2nos. of 100x50x6mm
675
100
200
750
1800
675
200
200
1050
15mm thk plastering
kerb wall
FDL 300
275
230 mm thkbrick wall 150mm thk R.C.C. driveway
laid to 1:200 230
(var
ies)
300 with CM 1:5
1200740
450
50
slope
KERB WALL DETAIL750
(var
ies)
375
100
275
NGL
230
(var
ies)
300
150
75
275 230mm thk
Brick wall
75
with CM 1:5
600
450FDL
04.05.09
KERB WALL DETAIL SECTION -1 COMPOUND WALL
* EXPANSION JOINT TO BE PROVIDED AT EVERY 10M
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED
CHKD
DRWNDSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 14
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTIONCOMPOUND WALLHP
WITH GRILL DETAIL* FOUNDATION TO SOIL CONDITION* RETAINING WALL SHALL BE PROVIDED INCASE OF LEVEL DIFFRANCE IN
* EXPANSION JOINT TO BE PROVIDED AT EVERY 10M
JOB NO : RA - HP - WZ - 2002
APPDSCALE NORTH
DATE REV, DESCRIPTION CHKD APPD
(TYPICAL)THE AD JOINING SITE
WITH GRILL DETAIL
C.C. 1:2:4 copping
75
100345
150
brick wall230 mm thk
18 mm Thk Ext. plasterin C M 1:5
50
1650
Pre Cast R.C.C. Kerb
brick wall
1800
600
Pre Cast R.C.C. Kerb
575 15
0
FDL
300
50kerb wall
230
rectified tiles300x600 white
230
575
425
275
AS
PE
R S
ITE
(var
ies)
275
75 230 75
150
150
645
AS
PE
R S
ITE
(var
ies)
Kerb At 'D' Portion COMPOUND WALL
TITALHINDUSTAN PETROLEUM NAME SIGN DATE DRAWING NO. :- HPCL - STD - 13
04.05.09HP
JOB NO : RA - HP - WZ - 2002
TITALHINDUSTAN PETROLEUM
* READ THIS DRAWING WITH STANDING WORKS CONTRACTFOR MODERNISATION TENDER SPECS. AND LATEST IS : CODES.
* ALL DIMENSIONS ARE IN 'MM' U.N.O
CORPORATION LIMITED
APPD
CHKD
DRWNDSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 13
SCALE NORTH
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
COMPOUND WALL DETAIL
(TYPICAL)
To 'T' hood vent
GI nut bolts to fix glass case enclosure
Glass case 90 mm dia
Crystel gel
50 mm- 40 mm dia ms reducer
50 mm dia ms pipe union
40 mm dia ms vent pipe line from tank
FDLFDL
SECTIONAL ELEVATION
Glass case 90 mm dia
GI nut bolts to fix glass
PLAN
GI nut bolts to fix glass case enclosure
TITLE
CHKD
DRWNDSGN
NAME SIGN DATE DRAWING NO. :-
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTION
HP04.05.09
JOB NO : RA - HP - WZ - 2002
APPD
CHKD
SCALE NORTH
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
Y-20@125mm c/c Y-10@200mm c/c
12000(varies at site)
1900
1000
450
450
40 mm PVC PIPE
1900
300 355 300
450
1000
450
340mm R.R wall PLAN R.C.C. Culvert
200
345 mm thk B.W./R.R.Masonary in C.M.1:5
3nos. Y-12@top+
Y-10 20@ 200 mm c/c
465 4651900
-150 MM FROM CENTER OF ROAD LEV.APPROCH ROAD/DRIVEWAY LEVEL
200 mm thk R.C.C. slabC.C. 1:2:4 bed black 67
0
340
760
1000
200
Y-8 @ 175 mm c/c
3nos.Y-12 @ bottom3nos. Y-12@top+
R.C.C.culvert slab (refer SEC A-A for
reinforcement deatail)
340x300(depth) mm size R.C.C.beam
20mm thk plastering with C.M. 1:5
EXISTING GROUND LEVEL
in C.M. 1:5 using sized stones and Brick masonary/RR.masonary work
dimention shall be not less than 200 mm as per specification
300
760
75
100
SECTION A-A
C.C.1:3:6 screed using 12mm size
blue stone metal
P.C.C. 1:4:8
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED DRWN
DSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 16
RELEASED FOR :- PRILIMINARY TENDER
BOX CULVERTHP
04.05.09
SECTION B-B
75
450 1000 450 7575
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
JOB NO : RA - HP - WZ - 2002
CORPORATION LIMITED
APPD
CHKD
DRWN
SCALE NORTH
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
BOX CULVERTSLOPES TOWARDS DRAIN
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
(TYPICAL)
04.05.09
0.550 0.050 1.200
0.55
00.
550
18MM THK.POLISHED BLACK GRANITE
1.60
0
BLACK GRANITE
2.72
5
1.60
0
2.72
5
0.57
51.300 0.5500.550
0.57
5
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED DRWN
DSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 09
RELEASED FOR :- PRILIMINARY TENDERCURTAIN WALL
HP04.05.09
2.400
* FOUNDATION TO SOIL CONDITION* RETAINING WALL SHALL BE PROVIDED INCASE OF LEVEL DIFFRANCE IN
* EXPANSION JOINT TO BE PROVIDED AT EVERY 10M
JOB NO : RA - HP - WZ - 2002
CORPORATION LIMITED
APPD
CHKD
DRWN
SCALE NORTH
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
CURTAIN WALL
(TYPICAL)
THE AD JOINING SITE
04.05.09
CO
NT
RO
L PA
NE
L
4X 16 S
QM
M A
YF
Y (C
2)
15 KC
A D
G S
ET
ME
TE
R B
OA
RD
FR
OM
MS
EB
SE
RV
IED
CA
BLE
BY
R
AS
SAY
YS
S
FU
SE
MA
IN P
AN
EL
CT
CT
CL: 27.01 K
W +
6 HP
+ 10K
VA
R
4X 16 S
QM
M A
YF
Y
CO
NT
RO
L PA
NE
L
LDB
-3C
L 10.758 KW
40 A D
P
8/10A SP MCB
8/10A SP MCB
8/10A SP MCB
16A SP MCB
20A SP MCB
16A SP MCB
63 A E
LCB
100 mA
40 A D
P40 A
DP
ISO
ISO
ISO
3.5 X 25 S
QM
M A
YF
Y (C
7)
3.5 C X
25 SQ
MM
AY
FY
(C3)
LDB
-1C
L 9.50 KV
40 A D
P
6A SP MCB
MCB
6A SP MCB
6A SP MCB
16A SP MCB
20A SP MCB
16A SP MCB
63 A E
LCB
100 mA
40 A D
P40 A
DP
ISO
ISO
ISO
125 A
TP
MC
CB
6 WA
Y T
PN
V
6 KV
AR
5KV
AR
125 A
TP
MC
CBTP
N 25 X
6 MM
CU
BU
S B
AR
S
8/10A SP MCB
8/10A SP MCB
8/10A SP MCB
16A SP MCB
20A SP MCB
16A SP MCB
6A SP MCB P1,P2,P3 LIGHT POLE 1200 V (P1,P3 DOUBLE ARM P1 SINGLE ARM )
C9
C10
C13HORDING DISPLAY LEFT 1250 V
WATER COOLER 1000 V
P4,P5,P6 LIGHT POLE 1200 V (P4,P6 DOUBLE ARM P5 SINGLE ARM )
PARK
PARK
1.6 TR A/C 1500 V (FUTURE)
6A SP MCB
6A SP MCB
16A SP MCB
20A SP MCB
16A SP MCB
PARK
HORDING DISPLAY RIGHT 1250 V
16A SWITCHED SOCKET 1250 V (FUTURS)
PVC WIRE
PVC WIRE
CANOPY LIGHT JB -1 1250 W 5 X 250W C31
CANOPY LIGHT JB -1 250 W C31
GRAND ID WELCOME & 1800 W C33THANK YOU SIGNAGE
C33
SALES OFFICE LIGHTING 500 W
SPARE
CANOPY LIGHT JB -2 1250 W 5 X 250W C35
CANOPY LIGHT JB -2 1250 W C35
GLOW FECIA 1800 W C34THANK YOU SIGNAGE
C34
SALES OFFICE LIGHTING 500 W
BAND STRIP 830 W
CANOPY LIGHT JB -3 1250 W 5 X 250W C36
CANOPY LIGHT JB -3 1250 W C36
NO SMOKE + AIR POINT + 200 W C40EXIT SIGNAGE
NO SMOKE + ENTRY SIGNAGE 80 W C41
SALES OFFICE LIGHTING 500 W
BAND STRIP 830 W
A
63 A
TP
N
32 A
TP
N
32 A
TP
N
32 A
TP
N
32 A
TP
N
32 A
TP
N
32 A
TP
N
63 A
TP
N
63 A
TP
N
125 AF
PC
OS
5 HP
AIR
CO
MP
RE
SS
OR
M
1 HP
WA
TE
R P
UM
P
M
3 X 4 SQMM AYFY (C4)
3 X 4 SQMM AYFY (C6)
SPARE
32 A
4P E
LCB
PD
B - 2
CL 7.7 K
W4 W
AY
TP
N
P1,P2,P3 LIGHT POLE 1200 V (P1,P3 DOUBLE ARM P1 SINGLE ARM )
HORDING DISPLAY LEFT 1250 V (FUTURS)
WATER COOLER 1000 V
P4,P5,P6 LIGHT POLE 1200 V (P4,P6 DOUBLE ARM P5 SINGLE ARM )
1.6 TR A/C 1500 V (FUTURE)
HORDING DISPLAY RIGHT 1250 V (FUTURS)
16A SWITCHED SOCKET 1250 V (FUTURS)
CANOPY LIGHT JB -1 1250 W 5 X 250W C31
CANOPY LIGHT JB -1 250 W C31
GRAND ID WELCOME & 1800 W C33THANK YOU SIGNAGE
C33
SALES OFFICE LIGHTING 500 W
SPARE
CANOPY LIGHT JB -2 1250 W 5 X 250W C35
CANOPY LIGHT JB -2 1250 W C35
C34
SALES OFFICE LIGHTING 500 W
BAND STRIP 830 W
CANOPY LIGHT JB -3 1250 W 5 X 250W C36
CANOPY LIGHT JB -3 1250 W C36
NO SMOKE + AIR POINT + 200 W C40 EXIT
NO SMOKE + ENTRY SIGNAGE 80 W C41
SALES OFFICE LIGHTING 500 W
BAND STRIP 830 W
AIR
CO
MP
RE
SS
OR
W
AT
ER
PU
MP
32 A
4P E
LCB
PD
B - 1
CL 2.71 K
W4 W
AY
TP
N
4C X
16 SQ
MM
AY
FY
(C8)
100 mA
40 A D
P
40 A D
P
40 A D
P
ISO
IS
O
ISO
10 A 3P MCB
10 A 3P MCB
10 A 3P MCB
CANOPY LIGHT (JB1)250 W C13
CLOW FECIA JB - 1 1800 W C14
CANOPY LIGHT 1250 W C135 X 250 W (JB1)
CANOPY LIGHT (JB2) 250 W C17
C14
CLOW FECIA JB - 2 1800 W C18
C18
CANOPY LIGHT 1250 W C175 X 250 W (JB2)
CANOPY LIGHT (JB3) 250 W C19
CANOPY LIGHT 1250 W C195 X 250 W (JB3)
SPARE
SPARE
DISPENCER NO.1 373 W C25
DISPLAY NO.1 80 W C25
DISPENCER NO.2 373 W C26
DISPENCER NO.3 373 W C27
DISPENCER NO.4 373 W C28
DISPENCER NO.5 373 W C29
DISPENCER NO.6 373 W C30
DISPLAY NO.2 80 W C26
DISPLAY NO.3 80 W C27
DISPLAY NO.4 80 W C28
DISPLAY NO.5 80 W C29
DISPLAY NO.6 80 W C30
100 mA
40 A D
P
40 A D
P
40 A D
P
ISO
IS
O
ISO
6 A 3P MCB
6 A 3P MCB
6 A 3P MCB
CANOPY LIGHT (JB1)250 W C13
CLOW FECIA JB - 1 1800 W C14
CANOPY LIGHT 1250 W C135 X 250 W (JB1)
CANOPY LIGHT (JB2) 250 W C17
C14
CLOW FECIA JB - 2 1800 W C18
C18
CANOPY LIGHT 1250 W C175 X 250 W (JB2)
CANOPY LIGHT (JB3) 250 W C19
CANOPY LIGHT 1250 W C195 X 250 W (JB3)
SPARE
SPARE
TIT
AL
HIN
DU
ST
AN
PE
TR
OLE
UM
CO
RP
OR
AT
ION
LIMIT
ED
C
HK
D
DR
WN
DS
GN
NA
ME
SIG
ND
AT
ED
RA
WIN
G N
O. :- H
PC
L - ST
D - 40
RE
LEA
SE
D F
OR
:- P
RILIM
INA
RY
TE
ND
ER
INF
OR
MA
TIO
NA
PP
RO
VA
LC
ON
ST
RU
CT
ION
SIN
GLE
LINE
H
P
DISPENCER NO.1 373 W C25
DISPLAY NO.1 80 W C25
DISPENCER NO.2 373 W C26
DISPENCER NO.3 373 W C27
DISPENCER NO.4 373 W C28
DISPENCER NO.5 373 W C29
DISPENCER NO.6 373 W C30
DISPLAY NO.2 80 W C26
DISPLAY NO.3 80 W C27
DISPLAY NO.4 80 W C28
DISPLAY NO.5 80 W C29
DISPLAY NO.6 80 W C30
* FO
R LO
CA
TIO
N O
F S
EP
TIC
TA
NK
RE
FE
R LA
YO
UT
DR
AW
ING
& N
EC
ES
SA
RY
FO
R W
AT
ER
TIG
HT
NE
SS
BE
FO
RE
BU
RN
ING
TH
E P
IPE
S* A
LL INLE
T &
OU
TLE
T C
ON
NE
CT
ION
S W
ITH
SE
PT
IC T
AN
K S
HA
LL BE
CH
EC
KE
D
JOB
NO
: RA
- HP
- WZ
- 2002
AP
PD
CH
KDS
CA
LEN
OR
TH
INF
OR
MA
TIO
NA
PP
RO
VA
LC
ON
ST
RU
CT
ION
DA
TE
RE
V,
DE
SC
RIP
TIO
NC
HK
DA
PP
DS
LOP
ES
TO
WA
RD
S D
RA
IN
* C.I. M
AN
HO
LE C
ON
VE
RS
E S
UP
OR
TIN
G F
RA
ME
SH
ALL B
E F
IXE
D IN
CO
NC
. S
LAB
AT
TH
E T
IME
OF
CA
ST
ING
(TY
PIC
AL)
DIA
GR
AM
80
50090
150
DETAIL
ELEVATION
9251753200
PLAN
900
900
175
550
HPTITALHINDUSTAN PETROLEUM
CORPORATION LIMITED DRWNDSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 10
RELEASED FOR :- PRILIMINARY TENDER
PUMP ISLAND
PLAN
6000
4000 10001000
JOB NO : RA - HP - WZ - 2002
* READ THIS DRAWING WITH STANDING WORKS CONTRACTFOR MODERNISATION TENDER SPECS. AND LATEST IS : CODES.
* ALL DIMENSIONS ARE IN 'MM' U.N.O
CORPORATION LIMITED
APPD
CHKD
DRWN
SCALE NORTH
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
PUMP ISLAND
DETAIL (TYPICAL)
PRILIMINARY TENDER
CONSTRUCTION
CHKD APPD
2000
DRAWING NO. :- HPCL - STD - 43
RELEASED FOR :- PRILIMINARY
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD
250
CA
BLE
C
HA
MB
ER
(350 MM TO 400 DEPTH) TYPE - I
JOB NO : RA - HP - WZ - 2002
APPD
CHKD
DRWNDSGN
NAME SIGN DATE
SCALE NORTH
300
63 A 4PGEN
32 A TPN
32 A TPN
32 A TPN
PANEL BOARD
(350 MM TO 400 DEPTH) TYPE - I
32 A TPN
32 A TPN
TITAL
PANEL BOARD I
350
125 A 4PB/C
BU
S B
AR
C
HA
MB
ER
PANEL BOARD
(350 MM TO 400 DEPTH) TYPE - I
DETAIL
BU
S B
AR
C
HA
MB
ER
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
HINDUSTAN PETROLEUMCORPORATION LIMITED
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC.
300
63 A TPN
32 A TPN
PANEL BOARD
(350 MM TO 400 DEPTH) TYPE - I
63 A TPN
63 A TPN
125 A TPN
MCBDB
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
HINDUSTAN PETROLEUMCORPORATION LIMITED HP
SLOPES TOWARDS DRAIN
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
75150
250250
250300
250
CA
BLE
C
HA
MB
ER
(350 MM TO 400 DEPTH) TYPE - I
300250
250
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
SLOPES TOWARDS DRAIN
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
75150
250250
250300
300250
250
1500
DRAWING NO. :- HPCL - STD - 42
PRILIMINARY TENDER
APPROVAL CONSTRUCTION
DESCRIPTION CHKD APPD
250
CA
BLE
C
HA
MB
ER
32 A TPN
125 A
GEN
JOB NO : RA - HP - WZ - 2002
DATE DRAWING NO. :- HPCL - STD - 42
NORTH
RELEASED FOR :- PRILIMINARY
INFORMATION APPROVAL
DATE REV, DESCRIPTION
(350 MM TO 400 DEPTH) TYPE - II
300
32 A TPN
32 A TPN
PANEL BOARD
125 A TPN GEN
32 A TPN
ON LINE CHANGE
JOB NO : RA - HP - WZ - 2002
APPD
CHKD
DRWNDSGN
NAME SIGN DATE
SCALE NORTH
(350 MM TO 400 DEPTH) TYPE - II
375
BU
S B
AR
C
HA
MB
ER
PANEL BOARD
125 A 4PC/O
ON LINE CHANGE OVER
TITAL
PANEL BOARD II
(350 MM TO 400 DEPTH) TYPE - II
DETAIL
300
MCBDB
PANEL BOARD
125 A TPN EB
63 A 4PTPN
32 A TPN
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
HINDUSTAN PETROLEUMCORPORATION LIMITED
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC.
(350 MM TO 400 DEPTH) TYPE - II
250
CA
BLE
C
HA
MB
ER
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
HINDUSTAN PETROLEUMCORPORATION LIMITED
SLOPES TOWARDS DRAIN
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
(350 MM TO 400 DEPTH) TYPE - II
75150
250250
250300
300
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
HINDUSTAN PETROLEUMCORPORATION LIMITED HP
SLOPES TOWARDS DRAIN
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
DRAWING NO. :- HPCL - STD - 41
PRILIMINARY TENDER
APPROVAL CONSTRUCTION
DESCRIPTION CHKD APPD
1200
JOB NO : RA - HP - WZ - 2002
DATE DRAWING NO. :- HPCL - STD - 41
RELEASED FOR :- PRILIMINARY
INFORMATION APPROVAL
DATE REV, DESCRIPTION
250
CA
BLE
C
HA
MB
ER
(350 MM TO 400 DEPTH) TYPE - III
JOB NO : RA - HP - WZ - 2002
APPD
CHKD
DRWNDSGN
NAME SIGN DATE
SCALE NORTH
300
63 A 4PGEN
32 A TPN
32 A TPN
PANEL BOARD
(350 MM TO 400 DEPTH) TYPE - III
TITAL
PANEL BOARD III
325
63 A 4PC/O
BU
S B
AR
C
HA
MB
ER
PANEL BOARD
(350 MM TO 400 DEPTH) TYPE - III
DETAIL * FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
HINDUSTAN PETROLEUMCORPORATION LIMITED PANEL BOARD III
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC.
300
63 A TPN EB
63 A TPN
MCBDB
PANEL BOARD
(350 MM TO 400 DEPTH) TYPE - III
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
HINDUSTAN PETROLEUMCORPORATION LIMITED
SLOPES TOWARDS DRAIN
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
250
CA
BLE
C
HA
MB
ER
MCBDB
(350 MM TO 400 DEPTH) TYPE - III
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
HINDUSTAN PETROLEUMCORPORATION LIMITED HP
SLOPES TOWARDS DRAIN
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
75150
250250
250300
250
CA
BLE
CONCRETE SEGMENT SAND BEDDING COURSE
JOINT FILLING SAND
CONCRETE SEGMENT
PAVING UNITS
8050
200
280 EDGE RESTRAINT
50 280
BASE COURSE
SUB BASE WORKING PLATFORM
SUB BASE
ON TOP AND 2 nos. 10mm R.C.C. 1:2:4 2 nos. 10mm
BOTTOM AND STIRRUPS8mm 200mm c/c
SAND BEDDING COURSE
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED
CHKD
DRWNDSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 08
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTIONPAVER BLOCK HP
JOB NO : RA - HP - WZ - 2002
APPD
CHKD
SCALE NORTHDATE REV, DESCRIPTION CHKD APPD
PAVER BLOCK
* READ THIS DRAWING WITH STANDING WORKS CONTRACTFOR MODERNISATION TENDER SPECS. AND LATEST IS : CODES.
* ALL DIMENSIONS ARE IN 'MM' U.N.O(TYPICAL)
230 450 230COVER SLABR.C.C. PRECAST FDL
100mm thk p.c.c. BEDDING
R.C.C. PRECAST
100mm thk p.c.c. BEDDING
230 mm BRICK WORK
75 thk BRICK ONEDGE PARTITION WALL
400
150
230 300 230
R.C.C. PRECAST COVER SLAB
100 mm thk P.C.C. BEDDING
230 mm thk BRICK WORK
15THK CEMENT PLASTERING
1060 40mm ERW MS PIPE LAID TO REVERSE SLOPE
SAND FILLING
P.C.C. 1:4:8
PIPE LINE TRENCH
(NEAR UG TANK) DEATAIL TYPE 2
100
400
910
7575
15THK CEMENT PLASTERINGIN C.M 1:5SAND FILLINGPOWER SUPPLY CABLES40mm ERW MS PIPE
LAID TO REVERSE SLOPE 150
150t
hk F
INIS
HE
D
8mm @ 150 c/c10mm @ 125 c/cAT TOP & BOT.
100 mm thk PIPE LINE TRENCH DEATAIL TYPE 1
(AT DISPENSER) 230 300 230
P.C.C. BEDDING
150t
hk F
INIS
HE
D
REINFORCEMENT DETAIL
100 mm thk
PIPE LINE
FOR TRENCH SLAB(PIPE LINE)
HPTITALHINDUSTAN PETROLEUM
CORPORATION LIMITED CHKD
DRWNDSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 17
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPDPIPE LINE
TRENCH (TYPICAL)
JOB NO : RA - HP - WZ - 2002
* READ THIS DRAWING WITH STANDING WORKS CONTRACTFOR MODERNISATION TENDER SPECS. AND LATEST IS : CODES.
* ALL DIMENSIONS ARE IN 'MM' U.N.O APPD
CHKD
SCALE NORTH
INFORMATION APPROVAL CONSTRUCTION
DRAWING NO. :- HPCL - STD - 39
PRILIMINARY TENDER
APPROVAL CONSTRUCTION
DESCRIPTION CHKD APPD
50 X 6 MM G.I. STRIP
600 X 600 X6 G.I. PLATE
G.I. NUT BOLT & WASHER
CHARCOAL & SALT FILL
DATE DRAWING NO. :- HPCL - STD - 39
RELEASED FOR :- PRILIMINARY
INFORMATION APPROVAL
DATE REV, DESCRIPTION
Ground level
450 x 450 Inspection chamber
P.C.C. 1:2:4
50 X 6 MM G.I. STRIP
G.I. STRIP
600 X 600 X6 G.I. PLATE
G.I. NUT BOLT & WASHER
CHARCOAL & SALT FILL
JOB NO : RA - HP - WZ - 2002
APPD
CHKD
DRWNDSGN
NAME SIGN DATE
SCALE NORTH
Ground level
450 x 450 Inspection chamber
P.C.C. 1:2:4
50 X 6 MM G.I. STRIP
25 MMØ G.I. STRIP
600 X 600 X6 G.I. PLATE
G.I. NUT BOLT & WASHER
CHARCOAL & SALT FILL
TITAL
PLATE TYPE EARTHING
100
DETAIL
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
HINDUSTAN PETROLEUMCORPORATION LIMITED
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC.
100450
100
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
HINDUSTAN PETROLEUMCORPORATION LIMITED
SLOPES TOWARDS DRAIN
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
100
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
HINDUSTAN PETROLEUMCORPORATION LIMITED HP
SLOPES TOWARDS DRAIN
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
1002000
600
1500100 100WITH M-15 CONCRETE WITH
100 mm THK R.C.C. COVER SLAB
600
G.L.
CUT OUT FOR
DRAIN IN-LET
WITH M-15 CONCRETE WITH
8 # REINF. AT 150 C/C BOTH WAYS
200 mm PVC PIPE AS OUTLET
SAND FILLING
R750
R 850
600
A AR.C.C. HUME PIPES (NP2 CLASS)
R 850
900
40-60 M M HBG METAL
900
PLAN - RAIN WATER HARVESTING PIT230 mm THK ROCK
SECTION A-A
HPTITALHINDUSTAN PETROLEUM
CORPORATION LIMITED DRWNDSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 19
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTIONRAIN WATER
JOB NO : RA - HP - WZ - 2002
* READ THIS DRAWING WITH STANDING WORKS CONTRACTFOR MODERNISATION TENDER SPECS. AND LATEST IS : CODES.
* ALL DIMENSIONS ARE IN 'MM' U.N.O APPD
CHKD
SCALE NORTH
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
RAIN WATER HARVESTING PIT
(TYPICAL)
75 230 400
2300
230 75
7523
0
B12 THK C.M. 1:4 PLASTER
FOR R.C.C. SLAB600 DIA. MEDIUM DUTY
MANHOLE COVER
P.C.C. COWEL WITH MOSQUITO PROOFWIRE MESHVENTILETING PIPE
75Ø P.V.C.
TO SUIT SLOPESTOP LEVEL OF TANK
300
230
1100
WITH 3% APPYD WATER
12 THK PLASTER (1:4)
150 OUTLET PIPE
115 thk BKMASONARYPARTITION WALLWITH BAFFLES
A A
CHAMBERFROM INSPECTION
150 S.W. INLET PIPE
TWO LAYERSPLASTER20 THK C.M. 1:4
P.C.C. 1:3:5
100 THK R.C.C. 1:2:4 SLAB75
MANHOLE COVER
GENERAL ARRANGEMENT PLAN FOR 25 USERS
7523
0
WITH 3% APPYD WATERPROOFING COMPOUND & NEAT CEMENT SUPLY FINISH
600 C.I. MEDIUM DUTY MANHOLE COVER WITH FRAME
CHAMBER
375
200
230 THK
BK WALL IN C M 1:5
TWO LAYERS
R.C.C. LINTEL
SLOPE
230 THK
FACINGRUBBLE
230 THK
150
150
300100
115 THK BAFFLE WALL
200
3-10 TOP & BOT
8 @150 C/CSTIRRUPS
100 1560
R.C.C. M15 GRADE(1:2:4)
100
BEDDINGP.C.C. 1:3:6
8 @ 150 C/C
8 @ 200 C/C
DETAIL - 1
500
375
200
200
115 THK BAFFLE WALL
IN C M 1:5BK WALL
230 THK
P.C.C. 1:3:6BEDDING
TYP. R.C.C.
COVER SLAB REINF. DETAIL
VIEW D-D
150
1100
375
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED DRWN
DSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 20
RELEASED FOR :- PRILIMINARY TENDERHP
DETAIL
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
JOB NO : RA - HP - WZ - 2002
CORPORATION LIMITED
APPD
CHKD
DRWN
SCALE NORTH
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
SEPTIC TANK(25 PERSONS USE)SLOPES TOWARDS DRAIN
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
150 Ø Ventilaing pipe
Top of Tank to suit Slopes
P.V.C. Cowl withmosquito proof wire mesh
600 Ø Medium Duty Manhole Cover
150 mm thk R.C.C.Slab
1375
1775
1500R.C.C.Slab
P.C.C.1:3:6
Plaster 20 mm thkin two layers
CROSS SECTION13
75
Bottom of Excavationto suit Slopes 30
0 C.C. 1:2:4 Flooringin C.M.Finishing
150 thk P.C.C.1:3:6
Slope 1:150
230 thk Brick wallin 1:5 C.M
LONGITUDINAL SECTIONCROSS SECTION
600Ø Medium Duty Manhole cover with frame
230 thk Rubble Patching
7523
0
75 230 3250 230 75
150 Ø S.W. Inlet Pipefrom Inspection
Chamber
150 Ø outlet PipeTo Soak Pit
12 mm thk Plaster (1:4) with3% water proofing compound
115 mm Bk MasonaryPartition wall with Baffles
1500
PLANTITALHINDUSTAN PETROLEUM
CORPORATION LIMITED DSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 09
Chamber 3% water proofing compound Baffles
7523
0
RELEASED FOR :- PRILIMINARY TENDERSEPTIC TANK
HP
* FOUNDATION TO SOIL CONDITION* RETAINING WALL SHALL BE PROVIDED INCASE OF LEVEL DIFFRANCE IN
* EXPANSION JOINT TO BE PROVIDED AT EVERY 10M
JOB NO : RA - HP - WZ - 2002
CORPORATION LIMITED
APPD
CHKD
DRWNDSGN
SCALE NORTH
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
SEPTIC TANK
(TYPICAL)THE AD JOINING SITE
HP
BIGGER SIZE
EARTH FILLING
BRICK BAT FILLING
STRAW FILLING 13 MM THK PLASTERIN C.M.1:3
BEND AS PER IS:729BRICK BAT FILLING 40 MMTO 50 MM SIZE
GROUND LEVEL
IN C.M.1:3
BK
.MA
SO
NA
RY
DRY BRICK MASONARY
BR
ICK
MA
SO
NA
RY
W
ITH
DR
Y J
OIN
TS
BK
.MA
SO
NA
RY
IN
CM
1:4
30 MM THK C.M.1:2
3000 30
0
DRY BRICK MASONARYCHAMBER
BR
ICK
MA
SO
NA
RY
W
ITH
DR
Y J
OIN
TS
115
300
115
115 300 115
SECTION X-X
230 2500 230
230 2500 230
SOAK PIT PLAN
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED DRWN
DSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 21
RELEASED FOR :- PRILIMINARY TENDER
SOAK PIT DETAILSHP
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
JOB NO : RA - HP - WZ - 2002
CORPORATION LIMITED
APPD
CHKD
DRWN
SCALE NORTH
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
SOAK PIT DETAILSSLOPES TOWARDS DRAIN
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
man-hole as per tank detail
0.20 M. THK. R.C.C. SLABman-hole as per tank detail
sand filling0.05 thk. p.c.c. as leveling bed
2.25M. DIAPRODUCT TANK
0.35 M THK. B.B.MASONARY
sand filling
PRODUCT TANK
8 T stirrups thro'outR.C.C.beam(0.8X0.35)
25mm dia holding down bolt
2.25M. DIAPRODUCT TANK
P.C.C.
P.C.C.
2-12 T t & b.
CROSS SECTION L. SECTION
0.40
P.C.C. 2-12 T t & b.
TWO LAYERS OF
PLAN WITH R.C.C. DETAILS
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED DRWN
DSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 29
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTIONUNDER GROUND HP
0.40
PRODUCT TANK REINFORCEMENT
DETAIL
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
JOB NO : RA - HP - WZ - 2002
CORPORATION LIMITED
APPD
CHKD
SCALE NORTH
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
UNDER GROUND
SLOPES TOWARDS DRAIN
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
PLAN WITH R.C.C. DETAILSman-hole as per tank detail
PLAN WITH R.C.C. DETAILS
PRODUCT TANK
0.20 M. THK. R.C.C. SLAB
0.35 M THK. B.B.MASONARY
sand filling0.05 thk. p.c.c. as leveling bed
0.40
2.00M. DIAPRODUCT TANK
P.C.C.
P.C.C.R.C.C.beam(0.7X0.35)
0.40
25mm dia holding down bolt
P.C.C.
CROSS SECTION
sand filling sand filling
0.35 M THK. B.B.MASONARYman-hole as per tank detail
0.05 thk. p.c.c. as leveling bed
PRODUCT TANKPRODUCT TANK
25mm dia holding down bolt
R.C.C.beam(0.35X0.35)
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED
DSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 30
RELEASED FOR :- PRILIMINARY TENDERUNDER GROUND HP
2-12 T t & b.
8 T stirrups thro'outP.C.C.
R.C.C.beam(0.35X0.35)
L. SECTION
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
JOB NO : RA - HP - WZ - 2002
CORPORATION LIMITED
APPD
CHKD
DRWN
SCALE NORTH
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
UNDER GROUND HP
SLOPES TOWARDS DRAIN
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
9KL PRODUCT TANK REINFORCEMENT
DETAIL
0.23m thk bk kerb in 1:5 CM
3.16
P.C.C.1:4:8 0.10m thk
4.160.
35
Ø2.00
Sand Filling
2.00
3.00
Product tank for 9 KL
2.700.10m thk
3.16
0.350.35
0.35
Ø2.000.10m thk P.C.C.
R.C.C.bottom raft
for 9 KL
0.35
compacting sub grade earth pit
0.10m thk P.C.C.1:4:8
PLAN SECTION SECTION
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED
APPD
CHKD
DRWNDSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 34
SCALE NORTH
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
9 KL TANK HP
SLOPES TOWARDS DRAIN
(TYPICAL)EARTH. PIT DETAIL
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
JOB NO : RA - HP - WZ - 2002
SCALE NORTH
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
(TYPICAL)
0.23m thk bk kerb 0.23m thk bk kerb in 1:5 CM3.16
2.70P.C.C. 1:4:8 0.10 m thk
6.61 0.85
Ø2.00
Sand Filling
3.16
Product tank for 16 KL
5.45
2.00
compacting sub grade earth pit
0.10m thk P.C.C.1:4:8
R.C.C.1:2:4 bot raft
SECTION grade earth pit
PLAN
SECTION
PLAN
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED
APPD
CHKD
DRWNDSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 35
SCALE NORTH
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
16 KL TANK HP
SLOPES TOWARDS DRAIN
(TYPICAL)EARTH PIT DETAIL
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
JOB NO : RA - HP - WZ - 2002
SCALE NORTH
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
(TYPICAL)
0.23 m thk bk kerbin CM 1:5
3.41in CM 1:5
2.95 P.C.C.1:4:8 0.10m thk 0.
85
R.C.C.1:2:4 bot raft
Sand Filling 7.05
Ø2.25
3.69
compacted sub grade earth pit
0.10m thk P.C.C.1:4:8
3.41
2.25
5.89
Product tank for 22 KL
PLAN
SECTION
PLAN
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED
APPD
CHKD
DRWNDSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 36
SCALE NORTH
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
22 KL TANK HP
SLOPES TOWARDS DRAIN
(TYPICAL)EARTH. PIT DETAIL
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
JOB NO : RA - HP - WZ - 2002
SCALE NORTH
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
(TYPICAL)
0.23m thk bk kerbin CM1:5
4.01in CM1:5
4.01
3.55 0.85
P.C.C.1:4:8 0.10m thk
Driveway top
Sand Filling
6.65
7.81Ø3.00
Sand Filling
compacted sub grade earth pit
R.C.C.
6.65
3.00
4.16 Product tank
for 45 KL0.10m P.C.C.1:4:8
bottom raft grade earth pit
SECTION PLAN
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED
APPD
CHKD
DRWNDSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 37
SCALE NORTH
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
45 KL TANK HP
SLOPES TOWARDS DRAIN
(TYPICAL)EARTH PIT DETAIL
PLAN
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES
JOB NO : RA - HP - WZ - 2002* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC.
SLAB AT THE TIME OF CASTING
(TYPICAL)
0.23m thk bk kerbin CM1:5
4.01in CM1:5
3.55 0.85
P.C.C.1:4:8 0.10m thk
Driveway top
Sand Filling
10.50
11.66Ø3.00
compacted sub grade earth pit
R.C.C.
10.50
3.00
4.16 Product tank
for 70 KL0.10m P.C.C.1:4:8
bottom raft grade earth pit
SECTION PLAN
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
TITALHINDUSTAN PETROLEUMCORPORATION LIMITED
APPD
CHKD
DRWNDSGN
NAME SIGN DATE DRAWING NO. :- HPCL - STD - 37
SCALE NORTH
RELEASED FOR :- PRILIMINARY TENDER
INFORMATION APPROVAL CONSTRUCTION
DATE REV, DESCRIPTION CHKD APPD
70 KL TANK HP
SLOPES TOWARDS DRAIN
(TYPICAL)EARTH PIT DETAIL
PLAN
FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED
JOB NO : RA - HP - WZ - 2002
SCALE NORTH
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING
(TYPICAL)
0.85
0.85
0.85
MANHOLE CHEMBER 0.20 M. THK. R.C.C. SLAB
0.20
RCC Coping Band0.35
1.45
0.45
0.35
0.45
3.00
0.85
MAN HOLE
9 KL. TANK
0.30
SAND FILLING
0.85
2.00
0.30
Ø2.00
0.85
0.30
2.00
0.35 M THK. B.B.MASONARY
2.95
1.50
0.459 KL. TANK
P.C.C.
SOLLING
2-16 T t & b.
R.C.C.beam(0.35X0.35)
8 T stirrups thro'out
2.00
Ø2.00
2.00
P.C.C.
SOLLING
4-16 T t & b.
8 T stirrups thro'out
25mm dia holding down bolt
R.C.C.beam(0.7X0.35)
P.C.C.
.15
SOLLING
0.35
@100c/c@100c/c
0.45 0.35
0.40
4.40
0.45
0.35
SOLLINGLONG. SECTION CROSS SECTION
9 KL. TANK
0.40
3.60
2.00
2.00
16 T @ 60 (for Manhole)2NO. TRIMMING BARS
16 T
@ 1
00 c
/c
12 T @ 180 c/c
3.00
MAN HOLE
(Typical)
0.45
0.35
drawn scaleAjit Thakur And Associates INSTALLATION OF
3.00 0.350.35 0.35
0.35
0.45
0.35
PLAN
Dr.No.WEST ZONE OFFICE, R. & C. BUILDING, BYCULLA, MUMBAI.
HINDUSTAN PETROLEUM CORPORATION LTD.HP
drawn
checked
approved REV No.
2
scale
date
fileinteriors
Kothrud, Pune-29.Ph. No.- 020-25286426.CONSULTANTSCONSULTANTSCONSULTANTSCONSULTANTS
5, R.M.Corner, Paud-road, landscapes
Ajit Thakur And
architects
Associates04.05.09
INSTALLATION OF9KL TANK IN R.C.C. PIT
SAND FILLINGMAN HOLE
0.95
0.85
0.85
0.85
MANHOLE CHEMBER
0.20 0.20 M. THK. R.C.C. SLAB
0.30
SAND FILLINGMAN HOLE
0.95
2.00
16 KL. TANK
0.30
SAND FILLING
5.45
0.35
2.00
1.00
0.30
0.85
2.95
25mm dia holding down bolt
RCC Coping Band
0.35 M THK. B.B.MASONARY
0.45 M THK. B.B.MASONARYP.C.C.
SOLLING
2-16 T t & b.
R.C.C.beam(0.35X0.35)
8 T stirrups thro'out
SAND FILLING
LONG. SECTION
@100c/c
6.85Ø2.00
0.35
0.45
0.35
1.15
SOLLING
P.C.C.
CROSS SECTION
0.35
.15
25mm dia holding down bolt
SOLLING
P.C.C.
4-16 T t & b.
R.C.C.beam(0.8X0.35)
8 T stirrups thro'out @100 c/c
HOLE FAST FOR ANKERING
(Typical)
2NO. TRIMMING BARS16 T @ 60 (for Manhole)12 T @ 180 c/c
5.450.40
Ø2.00
0.60
0.35
0.600.450.35
0.60
CROSS SECTION
0.35
0.60
2.00
(Typical)
MAN HOLE
3.90
16 T
@ 1
00 c
/c
2.00
16 KL. TANK
0.60
0.45
0.35
0.35
0.35 0.35
PLAN
16 KL TANK R.R.C. PIT DETAIL (TYPICAL)
HINDUSTAN PETROLEUM CORPORATION LTD.HP Associates
checked
Ajit Thakur And drawn scale
date 20.11.05
5.450.35 0.35
0.60
0.45
0.35
WEST ZONE OFFICE, R. & C. BUILDING, BYCULLA, MUMBAI. PIT DETAIL (TYPICAL) Associates
checked
5, R.M.Corner, Paud-road, interiorsarchitects
Ph. No.- 020-25286426.CONSULTANTSCONSULTANTSCONSULTANTSCONSULTANTS Kothrud, Pune-29.landscapes approved Dr.No.
date 20.11.05
file REV No.
2
0.35
0.85
MAN HOLE 0.95
0.85
0.20 M. THK. R.C.C. SLAB
0.85
MANHOLE CHEMBER
0.20
0.45 M THK. B.B.MASONARY
0.60
0.45
1.15
1.00
0.352.25
2.25
MAN HOLE 0.95
0.30
22 KL. TANK
0.30
2.25
3.20
25mm dia holding down bolt
0.35 M THK. B.B.MASONARY0.30
RCC Coping Band
0.60
1.15
CROSS SECTIONLONG. SECTION
P.C.C.
SOLLING
2-16 T t & b.R.C.C.beam(0.35X0.35)
8 T stirrups thro'out @ 100 c/c.
0.35X0.35 M. R.C.C. BEAM
8 T stirrups thro'out @100 c/c
R.C.C.beam(0.8X0.35)
4-16 T t & b.
P.C.C.
.15
SOLLING
P.C.C.
SOLLING
0.35
0.600.450.35
7.29
HOLE FAST FOR ANKERING
0.40
2NO. TRIMMING BARS
0.60
0.35
4.15
0.60
5.89
2.25
MAN HOLE
16 T
@ 1
00 c
/c
12 T @ 180 c/c
22 KL. TANK
16 T @ 60 (for Manhole)2NO. TRIMMING BARS
(Typical)
2.25
22 KL TANK R.R.C. Ajit Thakur And AssociatesHINDUSTAN PETROLEUM CORPORATION LTD.
scaledrawn
0.60
0.45
0.35
0.60
PLAN5.890.35 0.35 0.350.35
0.35
REV No.file5, R.M.Corner, Paud-road, approved landscapesinteriors
Kothrud, Pune-29.Ph. No.- 020-25286426.CONSULTANTSCONSULTANTSCONSULTANTSCONSULTANTS 2Dr.No.
22 KL TANK R.R.C. PIT DETAIL (TYPICAL)
HP
Ajit Thakur And Associates
WEST ZONE OFFICE, R. & C. BUILDING, BYCULLA, MUMBAI.
HINDUSTAN PETROLEUM CORPORATION LTD.architects
scale
date
drawn
checked 04.05.09
2-20 T t & b.
0.95
0.95
0.95
MANHOLE CHEMBER
0.95
0.30 M. THK. R.C.C. SLAB
0.30
0.45
0.35
1.20
0.35
0.45 M THK. B.B.MASONARY
Ø3.00
6.65
MAN HOLE
0.30
SAND FILLING0.95
3.00
45 KL. TANK
0.30
SAND FILLING
3.00
ANCHORING BOLT
3.95
0.95
0.30
0.35 M THK. B.B.MASONARY
0.60
1.50
Ø3.00
P.C.C.
SOLLING
SOLLING
P.C.C.R.C.C.beam(0.35X0.35)
8 T stirrups thro'out
2-16 T t & b.
3.00
ANCHORING BOLT
4-16 T t & b.
P.C.C.
8 T stirrups thro'out
25mm dia holding down bolt
R.C.C. beam(0.8X0.35)
.15
0.35
LONG. SECTION
@100c/c@100c/c
SOLLING
HOLE FAST FOR ANKERING
2NO. TRIMMING BARS
0.35
0.65
16 T @ 150 c/c
0.60
SOLLING
8.05P.C.C.
CROSS SECTION
(Typical)12 T @ 60 .
2-20
T t
& b
.
Hid
den
Bea
m
4.90
6.65
MAN HOLE
0.85
16 T
@ 9
0 c/
c
3.00
45 KL. TANK
0.35
3.00
(Typical)
0.350.
60
0.45
0.35
HINDUSTAN PETROLEUM CORPORATION LTD.HP Associates
Ajit Thakur And drawn 45 KL TANK R.R.C.
scale
6.650.35 0.35
0.85
0.35
0.35 0.35
PLAN
HINDUSTAN PETROLEUM CORPORATION LTD.HP
CONSULTANTSCONSULTANTSCONSULTANTSCONSULTANTS
Associates
interiorsarchitects
landscapes
checked
approved 5, R.M.Corner, Paud-road,
Ph. No.- 020-25286426. Kothrud, Pune-29. Dr.No.
PIT DETAIL (TYPICAL)04.05.09date
file REV No.
2
WEST ZONE OFFICE, R. & C. BUILDING, BYCULLA, MUMBAI.
2-20 T t & b. 2-20 T t & b.0.30 M. THK. R.C.C. SLAB
0.95
0.95
SAND FILLING
MANHOLE CHEMBER
0.35 M THK. B.B.MASONARY
0.30 M. THK. R.C.C. SLAB
0.30
0.30
0.95
0.35 M THK. B.B.MASONARY
10.50
MAN HOLE
0.95
0.30
SAND FILLING0.95
3.00
70 KL. TANK
0.95
0.30
3.95
3.00
0.35
LONG. SECTION@100c/c
Ø3.00
1.50
1.20
0.45 M THK. B.B.MASONARY
ANCHORING BOLT
25mm dia holding down bolt
8 T stirrups thro'out
SOLLINGP.C.C.
SOLLING
3.00
P.C.C.R.C.C.beam(0.35X0.35)
8 T stirrups thro'out
2-16 T t & b.
0.35
P.C.C.
4-16 T t & b.
@100c/c
CROSS SECTION
R.C.C. beam(0.8X0.35)
8 T stirrups thro'out
SOLLING
P.C.C.
SOLLING
.15
HOLE FAST FOR ANKERING
0.35
0.65
0.60
11.90
(Typical)
2NO. TRIMMING BARS16 T @ 60 (for Manhole)H
idde
n B
eam
2-20
T t
& b
.
Hid
den
Bea
m
2-20
T t
& b
.
4.90
10.50
MAN HOLE
16 T
@ 9
0 c/
c
16 T @ 180 c/c
3.00
70 KL. TANK
3.00
0.60
0.45
0.35
PLAN
HINDUSTAN PETROLEUM CORPORATION LTD.HP
scale Associates
Ajit Thakur And drawn 70 KL TANK R.R.C.
10.500.35 0.35
0.36
0.60
0.35 0.35
WEST ZONE OFFICE, R. & C. BUILDING, BYCULLA, MUMBAI. 04.05.09
HINDUSTAN PETROLEUM CORPORATION LTD.HP
date
file
checked
landscapesCONSULTANTSCONSULTANTSCONSULTANTSCONSULTANTS
interiorsarchitects
approved Kothrud, Pune-29.5, R.M.Corner, Paud-road,
Ph. No.- 020-25286426.
Associates 70 KL TANK R.R.C. PIT DETAIL (TYPICAL)
2REV No.
Dr.No.
P.C.C. 0.15 M THK.
900/1000 MM DIA HUME PIPE
300MM EARTH CUTION
APPDCHKDDESCRIPTION
CONSTRUCTIONAPPROVAL
TENDERPRILIMINARY
DRAWING NO. :- HPCL - STD - 28
UCR. 0.35 M THK.
SITE
P.C.C. 0.15 M THK.
BRICK WORK
900/1000 MM DIA HUME PIPENP3 CLASS
WBM.
300MM EARTH CUTION
04.05.09
DESCRIPTIONREV,DATE
APPROVALINFORMATION
PRILIMINARYRELEASED FOR :-
DRAWING NO. :- HPCL - STD - 28DATE
UCR. 0.35 M THK.
P.C.C. 0.15 M THK.
BRICK WORK
900/1000 MM DIA HUME PIPENP3 CLASS
WBM.
300MM EARTH CUTION
04.05.09
NORTHSCALE
DATESIGNNAME
DSGNDRWN
CHKD
APPD
JOB NO : RA - HP - WZ - 2002
900/1000 MM DIA HUME PIPE
0.9/1.00m.
CULVERT DETAIL
HUME PIPEDSGNDRWN
CHKD
APPD
TITAL
JOB NO : RA - HP - WZ - 2002
15.0 M.
SECTION
PLAN
BRICK WORK
900/1000 MM DIA HUME PIPENP3 CLASS
0.9/1.00m.
* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC.
CORPORATION LIMITED HINDUSTAN PETROLEUM
* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED FOR WATER TIGHTNESS BEFORE BURNING THE PIPES
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
15.0 M.
SECTION
PLAN
BRICK WORK
900/1000 MM DIA HUME PIPENP3 CLASS
ROAD
SLAB AT THE TIME OF CASTING* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC.
SLOPES TOWARDS DRAIN
CORPORATION LIMITED HINDUSTAN PETROLEUM
* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED FOR WATER TIGHTNESS BEFORE BURNING THE PIPES
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY
ROAD
SLAB AT THE TIME OF CASTING* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC.
SLOPES TOWARDS DRAIN
HP CORPORATION LIMITED HINDUSTAN PETROLEUM
* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED FOR WATER TIGHTNESS BEFORE BURNING THE PIPES
* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY