· DO NOT COPY, RETRACE OR REPRODUCE THIS DRAWING

1.5
3.39 WITHOUT THE PERMISSION OF CONCERNED AUTHORITY.
2 · ALL DIMENSIONS ARE IN METERS m UNLESS SPECIFIED OTHER

3.00
SAP
DG
EC WISE.
35.00 · DO NOT SCALE THIS DRAWING.
· WHEREVER APPLICABLE, THIS DRAWING MUST BE READ

2.60 OOM
x 2.93
28.08

DN
RS
ALONG WITH THE RELEVANT ARCHITECTURAL DRAWINGS.

M.V.P
ELE.
SAP 02 X 40MM.Ø VENT PIPES 1.50M HEIGHT CLEAR
· TANKS LOCATIONS SHOWN IS ONLY INDICATIVE.

1.85ilet
x
EC
HORIZONTALLY A N D VERTICALLY ABOVE T H E

1.35
To
10.70
· LOCATIONS OF YARDLIGHTS SHOWN IS INDICATIVE.

D1
BUILDING LEVEL OPEN ENDS COVERED WITH 02

x 1.47

FG3
3.78 ore
To D1
ACTUAL LOCATION SHALL BE AS PER ILLUMINATION DESIGN

St
1.85ilet
x
LAYERS OF NON CORROSIVE WIRE MESH

1.35
SAP
/ REQUIREMENTS.
OF GAUGE 11 M ESH PER LINEAR CENTIM E TER

Ro ealers'

D
· ACTUAL SETBACKS TO SUIT LOCAL BYE-LAWS.

x 2.93
W

3.40 om
/D

FG1
TANK 02 X 20KL MS & HSD INSTALLED BRICK

17.76
Sales
FG2
M AS O NR Y PI T WI TH R CC S T R IP U ND ER

AD

17.63
2
EC DRIVEWAY INCLUDING RCC TOP SLAB
YARD LIGHT
SUBMERSIBLE TURBINE PUMP OF 120-24 0
N
TYP 7.0m HT SAP EC

LPM RATING INSTALLED INSIDE THE TANK

80mm Ø FILL PIPE FITTED WITH CAM LOCK
COUPLING. 4.00 M CLEAR ALL AROUND

22.46
0.83
6.25 SAP

6.00
2.1
V
0.8
COMPOUND WALL 20 KL
S F
D MH
6.25

6.50
MS S T
ANK
1.20M HT 230 THK. EC
V
20 KL S
F
D
0.83 R4.00
EFP
EVP

35.00
2 HSDS MH
TANK
PIPE TRENCH
58.44

2.0
EC

1
14.10
IC

3.00 WATER BAY

31.90

SAP 4.00

E PIPE

PIPE
8.00

HUM

TO D Ø HUME
300m R CABLE
14.50 W
RO

9.00
WATER BAY

mØ

RAIN
D
OSE
SAP

FO

m
300m
2 P
PRE. FAB MODULAR CANOPY PRO

1
16.30 EC
11.00M x 16.00M x 5.00M IC
>

12.54
AIR GAUGE >>
3.00 AIN
DR
4.00
TURAL

E PIPE
NA
8.27

E PIPE
150mm CABLE
Ø HUM
16.80
W
7.28
SAP
O

HUM
X. R
FOR

Y/E
mØ
AR
300m
16.84
SAP
ND
EC

PROPOSED BUILDING LINE SS OU

RAIN
EGR16E.38 ULVERT B
BUFFER STRIP
SITE
3.91

TO D .C C
5.55

R.C
WIDE
6.47

Ø
1.00M
MAIN SIGN 15.00
5.62
10.84

3.34 DRAIN
OPEN

RESS
8.82

14.00
ING 18.60 RT 44.00
SAP CULVE
.C.C
IDE R
PROPOSED ROW 1.00M
ØW NO PARKING ZONE
NATURAL DRAIN >>> 15.00

AREA STATEMENT:-
* PLOT AREA - 1695.10 Sq.M.
* PAVER AREA - 919.00 Sq.M.
APPORACH - 1050.00 Sq.M.
3 .00 * SALES BUILDING AREA - 36.20 Sq.M.
R1
* CANOPY AREA - 176.00 Sq.M.
>>
32.91
40.00

ts >
D - CADD DESIGNER'S
ENGINEERING CONSULTANT
M
20.18

~ 300
O SS IDEAL GEO STRUCT
' CR AADI GROUPS MYSURU
'T A 10 ,Jaya Nagar,
30.00

TO Ph no. 98-86-471409
Kannankurichi Main Road,
E-MAIL : dileepdcadd@gmail.com
R13
.00
Salem - 8
DESIGNING CONSULTANTS :-

NEW MS/HSD RETAIL OUTLET AT

82
.H. - THADGOLU VILLAGE
7.06

S
PROJECT
Y
IAG E WA
C ARR INDIAN OIL CORPORATION LIMITED
MASTER LAYOUT PLAN Bangalore Divisional Office
I ~18.00 Kms
LLI / CHINTAMAN DRAWING TITLE OWNER
<<< TO RAJAPA
TENDER 25/12/2018 NTS

2
BD 110
MASTER LAYOUT PLAN PURPOSE
SY.NO. - 49, RONUR HOBLI,
SRINIVASPUR TALUK, KOLAR DIST.
PIN CODE : 563 - 135
DATE

AADI
SCALE

DILEEP
BD 110
KARNATAKA. DRAWN DESIGN BY DRAWING NO.
PROJECT DETAILS