60 ft road BASKETBALLCOURT -...
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Gate 60 ft road DRIVE WAY DRIVE WAY DRIVE WAY DRIVE WAY DRIVE WAY DG DRIVE WAY BLOCK 05-A BLOCK 06-A BLOCK 04-A BLOCK 03-B TYPE - c green TYPE - c EXISTING ROAD LVL. ± 0-00 20 1 30 71 103 110 121 BLOCK 06-A BLOCK 04-A TYPE - c TYPE - A lawn lawn TYPE - c TYPE - B 11 M. WIDE ROAD 20 30 5500 wd. driveway 5500 wd. driveway 5500 wd. driveway 5500 wd. driveway lawn lawn PF PF PF TA TA TA TA TA TA TA TA TA MH MH MH TC TC TC B-1 B-2 B-3 B-4 B-7 B-6 B-5 U.G. TANK-17.5x10m 5500 wd. driveway RMU-6 GAS BANK-01 9x10 green RAMP DRIVE WAY DRIVE WAY DRIVE WAY DG 5500 wd. driveway 5500 wd. driveway RMU-5 RMU-4 9x10 5500 wd. driveway 5500 wd. driveway DRIVE WAY DRIVE WAY bed minton court bed minton court BASKETBALL COURT criket pitch criket pitch B-13 B-14 sit out mound walkway 1.5m wd. walkway 1.5m wd. walkway 1.5m wd. pl. pl. pl. pl. paved mound pl. pl. pl. pl. pl. 3.5 mtr. pathway with grass pavers bed minton court bed minton court BASKETBALL COURT criket pitch criket pitch pargola lawn DRIVE WAY 5.5 m wide B-8 B-9 B-10 B-11 B-12 B-15 B-16 detail "A" ELE. 01 SEC. 02 ELE/SEC.03 SEC. 04 SEC. 05 SEC. 06 SEC. 07 RMU-1 RMU-2 RMU-3 RMU-7 RMU-8 RMU-8 Lvl. +99.30 Lvl. +100.30 Lvl. +100.30 Lvl. +99.30 Lvl. +99.225 Lvl. +99.15 Lvl. +99.65 Lvl. +98.80 Lvl. +98.80 Lvl. +98.80 Lvl. +98.80 Lvl. +99.25 Lvl. +99.25 Lvl. +99.25 Lvl. +99.65 Lvl. +99.65 Lvl. +98.80 Lvl. +98.60 Lvl. +98.60 Lvl. +98.30 Lvl. +98.40 Lvl. +98.40 Lvl. +98.40 Lvl. +98.40 Lvl. +98.40 Lvl. +98.50 Lvl. +98.50 Lvl. +98.60 Lvl. +98.70 Lvl. +98.80 Lvl. +98.95 Lvl. +98.75 Lvl. +98.55 Lvl. +98.85 Lvl. +99.15 Lvl. +99.15 Lvl. +98.85 Lvl. +98.85 Lvl. +98.65 Lvl. +98.95 Lvl. +98.95 Lvl. +98.65 Lvl. +98.65 Lvl. +98.85 Lvl. +98.55 Lvl. +98.55 Lvl. +98.60 Lvl. +98.60 Lvl. +98.90 Lvl. +98.90 Lvl. +98.85 Lvl. +98.85 Lvl. +99.15 Lvl. +99.15 Lvl. +99.20 Lvl. +98.60 Lvl. +98.75 TYPE E BLOCK-D BLOCK-D BLOCK-D BLOCK-D STP GAS BANK DRAINAGE SUMP (3.0x1.5x2.0 M. DEEP) WITH 3 NOS. SUBMERSIBLE PUMPS (2 WORKING + 1 STANDBY) @ 10 LPS ,14 MTR. HEAD EACH PUMP ROOM U.G. TANK TOTAL CAP:- 125 KL WATER DEPTH 3.0 M FIRE TANK 200 KL U.G. TANK & PUMP HOUSE FIRE CAP. = 200 KL DOMESTIC:- 136 KL TOTAL CAP = 336 KL S1 S3A S2 S4 S5 S6 S7 S8 S10 S9 S11 S12 S13 S14 S15 S16 S17 S3 S7A S7B G.L = +98.85 I.L = +98.05 DEPTH = 0.80 M. I.L = +97.80 G.L = +98.85 I.L = +98.05 DEPTH = 0.80 M. I.L = +97.80 I.L = +97.80 G.L = +98.65 I.L = +97.85 DEPTH = 0.80 M. I.L = +97.60 I.L = +97.60 I.L = +97.60 G.L = +98.65 I.L = +97.85 DEPTH = 0.80 M. G.L = +98.60 I.L = +97.80 DEPTH = 0.80 M. I.L = +97.55 I.L = +97.55 I.L = +97.55 G.L = +98.60 I.L = +97.80 DEPTH = 0.80 M. G.L = +98.60 I.L = +98.05 DEPTH = 0.80 M. I.L = +97.80 I.L = +97.80 I.L = +97.80 G.L = +98.60 I.L = +98.05 DEPTH = 0.80 M. LIG & EWS G.L = ± 0.00 I.L = -0.80 DEPTH = 0.80 M. I.L = -0.97 I.L = -0.92 I.L = -1.00 ARCHITECT Date Description Rev DRG. TITLE: Drawn by KEY IN: PLOTTED ON: SCALE: DATE.: Design By : ISSUED FOR: 140 BUILDING TYPE 0 10 10 20 30 40 50 60 70 80 90 100 0 OWNERS NAME Ashiana Housing Ltd. Unit no.4 & 5,Plot No.D-2,3rd Floor, Southern park, saket District Centre, Saket New Delhi - 110017 Phone no. 011- 42 65 42 65 PROJECT : SHEET. NO.: 1 : 550 DWK-00 / ES - 01 August 2016 130 140 150 10 20 30 40 50 60 70 80 90 100 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 0 Amit kamboj D G.F.C. 0 10 20 30 40 50 60 70 80 90 100 110 120 130 SERVICE CONSULTANT: EXTERANL SEWERAGE SYSTEM ASHIANA HOUSING 'DWARKA' AT JODHPUR Nitesh Kumar Ckd By Anand Havelia 3. LEGEND : S. No. SYMBOL 1. 4. 2. D E S C R I P T I O N 5. 6. MANHOLE M.H. SEWER LINE ETHIQUE D 507/508, KAILASH ESPLANADE, L.B.S MARG, OPP SHREYAS CINEMA, GHATKOPAR (WEST), MUMBAI - 400086. TEL NO : 25004553/25005978 E mail :ethique@hotmail com MAULI SHREE APARTMENT PLOT NO 4/3-E' PHULE BAUG' LOKMANYA NAGAR, SADASHIVE PETH, PUNE - 20 TEL:-(020) 2433 3803 E mail :[email protected] BY ARCHITECT SANJEEV MEHTA Tel : (0120) 6943500 ( 24 Lines ) Noida Office : B - 67, Sector - 67, Noida - 201 301 e mail : [email protected], website : www.cespl.in Consummate Engineering Services (P) Ltd. Lko. Office : R 006, Rohtas Plumeria, Gomti Nagar, Lucknow R0 29-10-2016 ISSUED AS G.F.C. LAYOUT PLAN ,1 7+( $5($6 68%-(&7 72 68%6,'(1&( 25 ),//(' 83 62,/ '8( 72 (;&(6 EXCAVATION AT SITE FOR CONSTRUCTION OF BASEMENTS) THE SEWER LINES & MANHOLE SHOULD BE LAID ON SUITABLE SUPPORT OR CONCRETE CRADLE SUPPORTED ON PILES OR SUITABLE FOUNDATION AS PER STRUCTURAL DESIGN. 12. IN CASE WHERE SEWERS ARE LAID IN HIGH SUBSOIL CONDITIONS MANHOLES SHOULD BE CONSTRUCTED IN R.C.C. GARDE M-25. 13. THE WIDTH OF TRENCH FOR SEWER AND DRAINAGE SHOULD BE D+ 400MM. (D= O.D. OF PIPE). SHORING / TIMBERING SHOULD BE ADEQUATE TO PREVENT CAVING-IN OF THE TRENCH WALLS OF SUBSIDENCE OF AREAS ADJACENT TO THE TRENCH. AN ENGINEER-IN-CHARGE IN CONSULTATION WITH A STRUCTURAL ENGINEER SHOULD PROVIDE ADEQUATE ARRANGEMENT TO PREVENT CAVING-IN. 14. 15. d) ABOVE 2250 M.M. DEPTH 1500 M.M. DIA. c) 1650 TO 2250 M.M. DEPTH 1200 M.M. DIA. 600 X 600 M.M. a) UPTO 900 M.M. DEPTH b) 900 TO 1650 M.M. DEPTH 900 M.M. DIA. THE SIZE OF MANHOLE SHALL BE AS UNDER ( INNER SIZES ) NOTES : SEWERAGE SYSTEM 1. THE LEVELS OF SEWER LINES HAS BEEN WORKED OUT ON THE BASIS OF CERTAIN GROUND LEVEL AND FOR CERTAIN PIPE LENGTHS BETWEEN TWO MANHOLES. THE INVERT LEVELS HAS TO BE STRICTLY FOLLOWED. HOWEVER, THE SLOPE OF LINE MAY BE SLIGHTLY CHANGED. 2. FOR ANY DESCRIPENCY / OMMISSION THE MATTER SHOULD REFER TO THE CONSULTANTS BEFORE EXECUTION. 3. MANHOLE SHALL BE PROVIDED AT FOLLOWING PLACES :- AT NOT MORE THAN 45 METER INTERVAL IN STRAIGHT LENGTH. AT EVERY JUNCTION AND POSITION WHERE THERE IS CHANGE OF SIZE, GRADIENT AND ALIGNMENT. AT THE START OF EACH SEWER LINE. THE STRUCTURAL DESIGN OF MANHOLES / PIPE BEDDING HAS TO BE DONE FOR LOCAL FIELD CONDITIONS SUCH AS FILLED UP SOIL / BLACK COTTON SOIL / HIGH SUB SOIL CONDITIONS. WHERE THE DIAMETER OF PIPE IS INCREASED THE CROWN OF THE PIPE SHALL BE FIXED AT THE SAME LEVEL AND NECESSARY SLOPE SHALL BE GIVEN IN THE INVERT OF THE MANHOLE CHAMBER. 6. 5. THIS DRAWING SHALL BE READ ALONG WITH THE GROUND FLOOR PLAN OF RESPECTIVE BUILDING FOR EXACT LOCATION OF APPURTENANCES / MAN HOLES ETC. 7. SEWER LINE UNDER THE ROAD SHALL BE ENCASED WITH 150 TH, PCC 1:2:4 ALLROUND. 8. MANHOLE COVER SHOULD BE FINISHED WITH FINISHED FORMATION LEVEL AS PER LANDSCAPE DRAWING. 9. 10. MATERIAL OF PIPE :- 11. THIS DRAWING SHALL BE COORDINATED WITH OTHER DRAWING I.E. ARCHITECTURE, STRUCTURAL, ELECTRICAL, LANDSCAPE & OTHER RELEVANT DRAWING. 4. c) b) a) RCC (NP 3) PIPE FORMATION LEVEL INVERT LEVEL I.L. F.L. CONNECTION LEVEL C.L. 7. 8. GROUND FLOOR PLAN MANHOLE SIZE = 600x600 PIPE DIA =150Ø SLOPE 1 IN 100 DETAILS OF SEWER LINES Manhole No. Length Dia. Slope MH Top Level Invert Level Depth MH Top Level Invert Level Depth Upper End Lower End From To (m) (mm) 1 in (m) (m) (m) (m) (m) (m) S1 S2 74 200 160 99.30 98.10 1.20 99.20 97.64 1.56 S2 S4 46 200 160 99.20 97.64 1.56 98.90 97.35 1.55 S3A S3 56 200 200 98.90 97.70 1.20 98.90 97.42 1.48 S3 S4 45 200 200 98.90 97.42 1.48 98.90 97.20 1.71 S4 S5 42 200 250 98.90 97.20 1.71 98.80 97.03 1.77 S5 S6 52 200 250 98.80 97.03 1.77 98.60 96.82 1.78 S6 S7 35 200 250 98.60 96.82 1.78 98.50 96.68 1.82 S7A S7B 38 200 160 98.50 97.30 1.20 98.50 97.06 1.44 S7B S7 37 200 160 98.50 97.06 1.44 98.50 96.83 1.67 S7 S8 50 200 250 98.50 96.68 1.82 98.40 96.48 1.92 S8 S16 20 200 250 98.40 96.48 1.92 98.40 96.40 2.00 S9 S10 50 200 160 98.80 97.60 1.20 98.65 97.29 1.36 S10 S11 55 200 200 98.65 97.29 1.36 98.50 97.01 1.49 S11 S12 42 200 200 98.50 97.01 1.49 98.30 96.80 1.50 S12 S13 48 200 200 98.30 96.80 1.50 98.30 96.56 1.74 S13 S14 44 200 250 98.30 96.56 1.74 98.40 96.39 2.01 S14 S15 42 200 250 98.40 96.39 2.01 98.40 96.22 2.18 S15 S16 28 200 250 98.40 96.22 2.18 98.40 96.11 2.29 S16 S17 18 250 250 98.40 96.11 2.29 98.40 96.03 2.37 S17 STP 5 250 250 98.40 96.03 2.37 98.40 96.01 2.39
Transcript of 60 ft road BASKETBALLCOURT -...
6282.9446
Gate
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ND
AH
1.05
M W
IDE
PASS
AG
E
UTIL
ITY
BED
RO
OM
TOILE
T
TOILE
TBE
D R
OO
MBE
D R
OO
MK
IT
C
H
EN
DIN
NIN
G
LIV
IN
G
LIF
T
TYPE
- c
TYPE
- B
U
P
DN
VE
RA
ND
AH
1.05
M W
IDE
PASS
AG
E
UTILI
TY
BED
RO
OM
TOIL
ET
TOILE
TBE
D R
OO
MBE
D R
OO
MK
IT
CH
EN
DIN
NIN
G
LIV
IN
G
VE
RA
ND
AH
VE
RA
ND
AH
1.05
M W
IDE
PASS
AG
E
UTIL
ITY
BED
RO
OM
TOILE
T
TOIL
ETBE
D R
OO
MBE
D R
OO
M
KIT
CH
EN
DIN
NIN
G
LIV
IN
G
LIF
T
TOILE
T
VE
RA
ND
AH
1.05
M W
IDE
PASS
AG
E
UTIL
ITYTO
ILET
BED
RO
OM
BED
RO
OM
KIT
CH
EN
DIN
NIN
G
LIV
IN
G
U
P
DN
VE
RA
ND
AH
VE
RA
ND
AH
1.05
M W
IDE
PASS
AG
E
UTIL
ITY
BED
RO
OM
TOIL
ET
TOIL
ETBE
D R
OO
MBE
D R
OO
M
KIT
CH
EN
D
IN
N
IN
G
LIV
IN
G
LIF
T
T
O
I
L
E
T
green
paving
pavingSEC
URITY CA
BIN
11 M. W
IDE RO
AD
mound
20
30
5500 wd. driveway
5500 wd. driveway
5500
wd.
driv
eway
5500
wd.
driv
eway
lawn
lawn
CR
CR
CR
CR
CR
CR PR PR
PR PR
CRCR
CR
CR
PF
PF
PF
PA
PAPA
PA
PA
PA
CL
CLCL
CL
CL
CL
PA
PAPA
PA
PA
PA
PA
PA
PA
TA
TA
TATATA
TA
TA TA
TACS
CS
CS
CS
CS
PA
PA
TG
TG
TG
CL CL
CL
CL
PA
PA PA
PA
MH MHMH
TG
TG
TG
TG TG
CS
CS
CS
CS
CS
TP
TP
TP
TP
TPTC
TC
TC
PA
PA
CLERODENDRUM INERME @ .30 MTR. C/C BOTH WAYS
CLE
RO
DEN
DRUM
IN
ERM
E @
.30 M
TR. C/C
BO
TH W
AYS
CLER
ODE
NDRU
M I
NERM
E @
.30
MTR
. C/C
BOTH
WAY
S
AL
AL
AL
AL
AL
AL
AL
AL
AL
AL
AL
AL
AL
ALAL
ALALALALALALAL
ALAL
AL
AL
AL
AL
AL
AL
FB
FB
FB
FB
FB
FB
FB
QD
QD QD
QDQD
QD
QD
QD QD
QD
QD QD
QD
CL
CL
CL
CL
CS
CS
VINI
CA R
OSI
A @
.60
MTR
.
C/C
BOTH
WAY
S
CLER
ODE
NDRU
M I
NERM
E
@ .3
0 M
TR. C
/C B
OTH
WAY
S
JATR
OPH
A SP
P.
@ .4
5 M
TR. C
/C B
OTH
WAY
S
JATR
OPH
A S
PP.@
.45 M
TR. C
/C B
OTH
WAYS
NERIUM OLEANDER RED @
.60 MTR. C/C BOTH WAYS
HIBISCUS ROSASINENSIS @.45 MTR. C/C BOTH WAYS
JACOBINIA RASIKFOLIA @.45 MTR. C/C BOTH WAYS
EUPHORBIA MILLI @ .45 MTR. C/C BOTH WAYS
PENN
ISETU
M SE
TAC
EUM
@
.45
MTR
. C/C
BOTH
WAY
S
NERIUM OLEANDER DWARF @
.45 MTR. C/C BOTH WAYS
CLER
OD
END
RUM
INER
ME
@ .3
0 M
TR. C
/C B
OTH
WAYS
CLERO
DEN
DRU
M IN
ERME
@ .3
0 M
TR. C/C
BO
TH W
AYS
PENN
ISETUM SETA
CEUM
@.4
5 M
TR. C
/C B
OTH
WAYSB-1
B-2
B-3
B-4
B-7
B-6
B-5
U.G. TANK-17.5x10m
225
3700
1200
2410
1200
2180
1200
10922
3
4
0
6
9
9
0
11000
2400
11000
3
3
8
5
9
9
0
2
2
5
1
5
0
0
3
1
8
0
2700
7
4
73
0
0
JAALI AS PERLOCALLYAVAILABLE
COMPOUNDWALL
4125
939
2409
1119
786
2400
2400
1500
2500
1888
959
1500
Green
Green
Green
TEXTUREDPANEL18 MM BEADRAISED IN PLASTER
50 MMCONITNUOUS BEADRAISED IN PLASTER
5500 wd. driveway
RMU-6
GAS BANK-01
9x10
gree
n
A
T
M
1
5
0
0
X
1
8
0
0
525
525
1
5
0
0
1800
ATM
M
A
C
H
IN
E
265
2
6
5
RAM
P
DRIVE WAY
DRIVE WAY
DRI
VE W
AY
DGGreen
5500 wd. driveway
225
3700
1200
2410
1200
2180
1200
10922
3
4
0
6
9
9
0
11000
2400
11000
3
3
8
5
9
9
0
2
2
5
1
5
0
0
3
1
8
0
7
4
73
0
0
JAALI AS PERLOCALLYAVAILABLE
COMPOUNDWALL
4125
939
2409
1119
786
2400
2400
1500
2500
1888
959
1500
Green
Green
Green
TEXTUREDPANEL18 MM BEADRAISED IN PLASTER
50 MMCONITNUOUS BEADRAISED IN PLASTER
5500 wd. driveway
RMU-5 RMU-4
9x10
5500 wd. driveway
JAALI AS PERLOCALLYAVAILABLE
5500 wd. driveway
4500
DRIVE WAY
DRI
VE
WA
Y
bed minton court
bed minton court
BASK
ETBA
LLCO
URT
crike
t pitc
h
crike
t pitc
h T
O
IL
E
T
2
1
0
0
X
1
6
6
0
S
T
O
R
E
2
1
0
0
X
1
6
6
0
T
O
I
L
E
T
2
1
0
0
X
1
6
6
0
S
T
O
R
E
2
1
0
0
X
1
6
6
0
TOILET
2100X 1660
STORE
2100X 1660
TOILET
2100X 1660
STORE
2100X 1660
TOILET
2100X 1660
STO
R
E
2100X 1660
TOILET
2100X 1
660
STORE
2100X 1660
B-13
B-14
sit out
mound
walkway 1.5m wd.
walkway 1.5m wd.
walkway 1.5m wd.
pl.
pl.
pl. pl.
paved
mound
pl.
pl.
pl.
pl.
pl.
3.5 mtr. pathway with grass pavers
bed minton court
bed minton court
BASK
ETBA
LLCO
URT
crike
t pitc
h
crike
t pitc
h
pargola
lawn
DRI
VE W
AY
5.5
m w
ide
IWC
IWC
TOILET
2100X 1660
STORE
2100X 1660
TOILET
2100X 1660
STORE
2100X 1660
TOILET
2100X 1660
STORE
2100X 1660
TOILET
2100X 1660
STORE
2100X 1660
B-8
B-9
B-10B-11
B-12
B-15B-16
detail "A"
ELE. 01
SEC. 02
ELE/SEC.03
SEC. 04
SEC
. 05
SEC
. 06
SEC. 07
RMU-1 RMU-2 RMU-3
RMU-7
RMU-8
RMU-8
Lvl. +99.30
Lvl. +100.30Lvl. +100.30
Lvl. +
99.3
0
Lvl. +
99.2
25
Lvl. +
99.1
5
Lvl. +
99.6
5
Lvl. +98.80Lv
l. +9
8.80
Lvl.
+98.
80Lv
l. +9
8.80
Lvl.
+99.
25Lv
l. +9
9.25
Lvl.
+99.
25
Lvl. +
99.6
5
Lvl. +
99.6
5
Lvl. +98.80
Lvl. +98.60
Lvl. +98.60
Lvl.
+98.
30
Lvl. +98.40
Lvl. +98.40
Lvl. +98.40
Lvl. +98.40
Lvl. +98.40
Lvl. +98.50
Lvl. +98.50
Lvl. +98.60
Lvl. +98.70
Lvl. +98.80
Lvl. +98.95
Lvl. +98.75
Lvl. +98.55
Lvl. +98.85Lvl. +99.15
Lvl. +99.15Lvl. +98.85Lvl. +98.85
Lvl. +98.65
Lvl. +98.95 Lvl. +98.95Lvl. +98.65
Lvl. +98.65
Lvl.
+98.
85
Lvl. +98.55
Lvl. +98.55
Lvl. +98.60
Lvl. +98.60
Lvl. +98.90Lvl. +98.90
Lvl. +98.85
Lvl. +98.85
Lvl. +99.15
Lvl. +99.15
Lvl. +99.20
Lvl. +98.60
Lvl. +98.75TYPE E
BLOCK-D BLOCK-D
BLOCK-D
BLOCK-D
STP
GAS BANK
DRAINAGE SUMP (3.0x1.5x2.0 M. DEEP)
WITH 3 NOS. SUBMERSIBLE PUMPS
(2 WORKING + 1 STANDBY)
@ 10 LPS ,14 MTR. HEAD EACH
PANEL
PV
P1
PVP 1P1
DE AV
J
P
U
M
P
R
O
O
M
U
.G
. T
A
N
K
T
O
T
A
L
C
A
P
:-
1
2
5
K
L
W
A
T
E
R
D
E
P
T
H
3
.0
M
F
I
R
E
T
A
N
K2
0
0
K
L
U.G. TANK & PUMP HOUSE
FIRE CAP. = 200 KL
DOMESTIC:- 136 KL
TOTAL CAP = 336 KL
S1S3A
S2
S4
S5
S6
S7
S8
S10
S9
S11
S12
S13
S14
S15
S16
S17
S3S7A
S7B
PQ
P Q
PQ
P Q
P Q
PQ
P Q
PQ
P Q
G.L = +98.85I.L = +98.05DEPTH = 0.80 M.
I.L = +97.80
G.L = +98.85I.L = +98.05DEPTH = 0.80 M.
I.L = +97.80I.L = +97.80
G.L = +98.65I.L = +97.85DEPTH = 0.80 M.
I.L = +97.60
I.L = +97.60I.L = +97.60
G.L = +98.65I.L = +97.85DEPTH = 0.80 M.
G.L = +98.60I.L = +97.80DEPTH = 0.80 M.
I.L = +97.55
I.L = +97.55
I.L = +97.55
G.L = +98.60I.L = +97.80DEPTH = 0.80 M.
G.L = +98.60I.L = +98.05DEPTH = 0.80 M.
I.L = +97.80
I.L = +97.80I.L = +97.80
G.L = +98.60I.L = +98.05DEPTH = 0.80 M.
LIG & EWS G.L = ± 0.00I.L = -0.80DEPTH = 0.80 M.
I.L =
-0.97
I.L = -0.92
I.L = -1.00
ARCHITECT
Date DescriptionRev
DRG. TITLE:
Drawn by
KEY IN:PLOTTED ON:
SCALE:DATE.:
Design By :
ISSUED FOR:
140
BUILDING TYPE
0 10
10
20
3040
50
60
70
80
90
100
0
OWNERS NAME
Ashiana Housing Ltd.Unit no.4 & 5,Plot No.D-2,3rd Floor,Southern park, saket District Centre,Saket New Delhi - 110017Phone no. 011- 42 65 42 65
PROJECT :
SHEET. NO.:
1 : 550
DWK-00 / ES - 01
August 2016
130 140 150
10
20
30
40
50
60
70
80
90
100
0
0 10 20 30 40 50 60 70 80 90 100 110 120 130
0
Amit kamboj
D
G.F.C.
0 10 20 30 40 50 60 70 80 90 100 110 120 130
SERVICE CONSULTANT:
EXTERANL SEWERAGE
SYSTEM
ASHIANA HOUSING 'DWARKA'AT JODHPUR
Nitesh KumarCkd By
Anand Havelia
3.
LEGEND :
S. No. SYMBOL
1.
4.
2.
D E S C R I P T I O N
5.
6.
MANHOLE M.H.
SEWER LINE
ETHIQUED 507/508, KAILASH ESPLANADE,L.B.S MARG, OPP SHREYAS CINEMA,GHATKOPAR (WEST),MUMBAI - 400086.TEL NO : 25004553/25005978E mail :ethique@hotmail com
MAULI SHREE APARTMENTPLOT NO 4/3-E' PHULE BAUG'LOKMANYA NAGAR,SADASHIVE PETH, PUNE - 20TEL:-(020) 2433 3803E mail :[email protected]
BY
ARCHITECT SANJEEV MEHTA
Tel : (0120) 6943500 ( 24 Lines )Noida Office : B - 67, Sector - 67, Noida - 201 301
e mail : [email protected], website : www.cespl.in
Consummate Engineering Services (P) Ltd.
Lko. Office : R 006, Rohtas Plumeria, Gomti Nagar, Lucknow
R0 29-10-2016 ISSUED AS G.F.C.
LAYOUT PLAN
IN THE AREAS SUBJECT TO SUBSIDENCE OR FILLED UP SOIL (DUE TO EXCESEXCAVATION AT SITE FOR CONSTRUCTION OF BASEMENTS) THE SEWER LINES& MANHOLE SHOULD BE LAID ON SUITABLE SUPPORT OR CONCRETE CRADLESUPPORTED ON PILES OR SUITABLE FOUNDATION AS PER STRUCTURALDESIGN.
12.
IN CASE WHERE SEWERS ARE LAID IN HIGH SUBSOIL CONDITIONS MANHOLESSHOULD BE CONSTRUCTED IN R.C.C. GARDE M-25.
13.
THE WIDTH OF TRENCH FOR SEWER AND DRAINAGE SHOULD BE D+ 400MM.(D= O.D. OF PIPE).
SHORING / TIMBERING SHOULD BE ADEQUATE TO PREVENT CAVING-IN OF THETRENCH WALLS OF SUBSIDENCE OF AREAS ADJACENT TO THE TRENCH. ANENGINEER-IN-CHARGE IN CONSULTATION WITH A STRUCTURAL ENGINEERSHOULD PROVIDE ADEQUATE ARRANGEMENT TO PREVENT CAVING-IN.
14.
15.
d) ABOVE 2250 M.M. DEPTH 1500 M.M. DIA.
c) 1650 TO 2250 M.M. DEPTH 1200 M.M. DIA.
600 X 600 M.M.a) UPTO 900 M.M. DEPTH
b) 900 TO 1650 M.M. DEPTH 900 M.M. DIA.
THE SIZE OF MANHOLE SHALL BE AS UNDER ( INNER SIZES )
NOTES : SEWERAGE SYSTEM1.
THE LEVELS OF SEWER LINES HAS BEEN WORKED OUT ON THE BASIS OFCERTAIN GROUND LEVEL AND FOR CERTAIN PIPE LENGTHS BETWEEN TWOMANHOLES. THE INVERT LEVELS HAS TO BE STRICTLY FOLLOWED. HOWEVER,THE SLOPE OF LINE MAY BE SLIGHTLY CHANGED.
2.
FOR ANY DESCRIPENCY / OMMISSION THE MATTER SHOULD REFER TO THECONSULTANTS BEFORE EXECUTION.
3.
MANHOLE SHALL BE PROVIDED AT FOLLOWING PLACES :-
AT NOT MORE THAN 45 METER INTERVAL IN STRAIGHT LENGTH.
AT EVERY JUNCTION AND POSITION WHERE THERE IS CHANGE OF SIZE,GRADIENT AND ALIGNMENT.
AT THE START OF EACH SEWER LINE.
THE STRUCTURAL DESIGN OF MANHOLES / PIPE BEDDING HAS TO BE DONEFOR LOCAL FIELD CONDITIONS SUCH AS FILLED UP SOIL / BLACK COTTONSOIL / HIGH SUB SOIL CONDITIONS.
WHERE THE DIAMETER OF PIPE IS INCREASED THE CROWN OF THE PIPESHALL BE FIXED AT THE SAME LEVEL AND NECESSARY SLOPE SHALL BEGIVEN IN THE INVERT OF THE MANHOLE CHAMBER.
6.
5.
THIS DRAWING SHALL BE READ ALONG WITH THE GROUND FLOOR PLAN OFRESPECTIVE BUILDING FOR EXACT LOCATION OF APPURTENANCES / MANHOLES ETC.
7.
SEWER LINE UNDER THE ROAD SHALL BE ENCASED WITH 150 TH, PCC 1:2:4ALLROUND.
8.
MANHOLE COVER SHOULD BE FINISHED WITH FINISHED FORMATION LEVELAS PER LANDSCAPE DRAWING.
9.
10.
MATERIAL OF PIPE :-11.
THIS DRAWING SHALL BE COORDINATED WITH OTHER DRAWING I.E.ARCHITECTURE, STRUCTURAL, ELECTRICAL, LANDSCAPE & OTHERRELEVANT DRAWING.
4.
c)
b)
a)
RCC (NP 3) PIPE
FORMATION LEVEL
INVERT LEVELI.L.
F.L.
CONNECTION LEVELC.L.
7.
8.
GROUND FLOOR PLANMANHOLE SIZE = 600x600PIPE DIA =150ØSLOPE 1 IN 100
DETAILS OF SEWER LINES
Manhole No.
Length
Dia.Slope
MH Top
Level
Invert
Level
Depth
MH Top
Level
Invert
Level
Depth
Upper EndLower End
From To(m) (mm)
1 in(m) (m) (m) (m) (m) (m)
S1 S2 74 200 160 99.30 98.10 1.20 99.20 97.64 1.56
S2 S4 46 200 160 99.20 97.64 1.56 98.90 97.35 1.55
S3A S3 56 200 200 98.90 97.70 1.20 98.90 97.42 1.48
S3 S4 45 200 200 98.90 97.42 1.48 98.90 97.20 1.71
S4 S5 42 200 250 98.90 97.20 1.71 98.80 97.03 1.77
S5 S6 52 200 250 98.80 97.03 1.77 98.60 96.82 1.78
S6 S7 35 200 250 98.60 96.82 1.78 98.50 96.68 1.82
S7A S7B 38 200 160 98.50 97.30 1.20 98.50 97.06 1.44
S7B S7 37 200 160 98.50 97.06 1.44 98.50 96.83 1.67
S7 S8 50 200 250 98.50 96.68 1.82 98.40 96.48 1.92
S8 S16 20 200 250 98.40 96.48 1.92 98.40 96.40 2.00
S9 S10 50 200 160 98.80 97.60 1.20 98.65 97.29 1.36
S10 S11 55 200 200 98.65 97.29 1.36 98.50 97.01 1.49
S11 S12 42 200 200 98.50 97.01 1.49 98.30 96.80 1.50
S12 S13 48 200 200 98.30 96.80 1.50 98.30 96.56 1.74
S13 S14 44 200 250 98.30 96.56 1.74 98.40 96.39 2.01
S14 S15 42 200 250 98.40 96.39 2.01 98.40 96.22 2.18
S15 S16 28 200 250 98.40 96.22 2.18 98.40 96.11 2.29
S16 S17 18 250 250 98.40 96.11 2.29 98.40 96.03 2.37
S17 STP 5 250 250 98.40 96.03 2.37 98.40 96.01 2.39
AutoCAD SHX Text
+150MM Lvl.
AutoCAD SHX Text
±00MM Lvl.
AutoCAD SHX Text
+150MM Lvl.
AutoCAD SHX Text
N
AutoCAD SHX Text
W
AutoCAD SHX Text
E
AutoCAD SHX Text
S
