NO

DOORS :-
D : 110X 210 2
D1 : 90X 210 6
D2 : 90X 210 3
PLOT OF MEPPULLI MANI WINDOWS :-
PLOT OF
MEPPULLI PERUMBAVOOR FW3 : 150X 180 1
MANI -
KOTHAMANGALAM FW2 : 100X 180 1
2316 ROAD
FW1 : 50X 180 1
W3 : 150X 180 6
236 184 150 225 PLOT OF
ELAMKUTTIYIL
TEMPLE
W2 : 100X 180 2
790 360 MOHANAN &
SUKUMARAN
PLOT PLOT OF
CIVIL
STATION KW3 : 150X 100 1
528 VADAKKEVEETIL
SHEELA
VENTILATOR :-
V : 150X 180 3
742 PRO.HOUSE POOPANI

PRO.SEPTIC TANK ROAD AREA DETAILS

GURUKRIPA
PRIVATE

AND SOAK PIT PLOT OF VADAKKEVEETIL ROAD PRO:AREA ( M 2 )

TOT:AREA ( M 2 )

ROAD
G.F F.F
SHEELA

CANAL
ROAD
771 360

CANAL
NEIGHBOURING
HOUSE
PLOT
OF
BUILT UP AREA 112.62 52.32 164.94
2634 2718 PLOT OF
GEORGE
KULANGARATHIL FLOOR AREA 112.62 52.32 164.94
MADASSERY LALU

PLOT OF ELAM KUTTIYIL 1584 100 GURUKRIPA

CARPET AREA
90.09 41.85 131.94
100
( 80% OF FLOOR AREA )

ROAD
MOHANAN AND SUKUMARAN 1422 PLOT OF
COVERED AREA 112.62
1599

CANAL
MEPPULLI F S I ( FLOOR AREA / PLOT AREA ) 0.25
AUDITORIUM MANI

CANAL
EXI.WELL 222Ø

ROAD
BUILDING LINE COVERAGE
( COVERED AREA / PLOT AREA )
17.56%
360 PLOT AREA 404.6 M^2
160 ATE LOCATION PLAN
150 G ALL DIMENSIONS ARE IN CM
342 300 HOUSE
1098 SCALE 1:800 PREPARED BY
270 NO : 19

CANAL ROAD
APPLICANT
1377
ELE.POST GROUP 7
PVT.ROAD P/PK PLOT OF MADASSEY

CANAL
4/2013 LALU

GURUKRIPA ROAD
ENGINEER/LICENCEE

CANAL ROAD
CERTIFIED THAT THE PLAN &SITE PLAN ARE PREPARED AFTER VARIFICATION OF OWNERSHIP
CULVERT DOCUMENT AND SITE AND THE MEASUREMENTS SHOWN ARE FOUND TO BE CORRECT.

CANAL
SITE PLAN PLOT OF MEPPULLI MANI
CERTIFIED THAT THE DRAWINGS ARE IN CONFIRMITY WITH THE PROVISIONS OF THE MASTER
PLAN / DETAILED TOWN PLANNING SCHEME/ INTERIM DEVELOPMENT ORDER AS

SCALE 1: 400 APPLICABLE UNDER THE KERALA TOWN AND COUNTRY PLANNING ACT 2016.

THE DRAWINGS AREA IN CONFORMITY WITH THE PROVISIONS OF THE KERALA

BUILDING RULES ,2019 AND OTHER APPLICABLE STATUTES.

CERTIFIED THAT THERE IS NO EXISTING WELL WITH IN 7.5M RADIUAL FROM SEPTIC TANK,
SOAK PIT AMD LEAK PIT.

PUMPING TO OVERHEAD TANK

RAIN WATER FROM ROOF

COVERING RCC SLAB

GRAVEL
INLET PIPE 10 CM THICK 1:2:4

SECRETARY
SAND

DETAILS OF SEPTIC TANK AND SOAKPIT INLET PIPE

THE DOCUMENTS IN SUPPORT OF THE OWNERSHIP OF THE PLOT HAS /HAVE BEEN VERIFIED
AND THAT THE APPLICANTS HAS HAVE EVERY RIGHT OF CONSTUCTION IN THIS PLOT;

30
FILTER
THE PLOT BOUNDARIES,MEASUREMENTS AND OTHER DETAILS SHOWN IN THESITE PLAN HAVE
10 G L 10 200

BEEN VERIFIED AT SITE AND FOUND CORRECT AND

70
WATER

THE DRAWINGS ARE IN CONFORMITY WITH THE PROVISION OF THE MASTERPLAN /DETAILED
RCC WALL TOWN PLANNING SCHEME /INTERIM DEVELOPMENT ORDER AS APPLICABLE UNDER THE

150 KERALA TOWN AND COUNTRY PLANNING ACT 2016.

OVERFLOW TANK

180 THE DRAWINGS AREA IN CONFORMITY WITH THE PROVISIONS OF THE KERALA
RAIN WATER COLLECTION TANK BUILDING RULES ,2019 AND OTHER APPLICABLE STATUTES.

SECTIONAL ELEVATION

SECTION
10 PUMPING
TO
OVERHEAD
COLOUR SHEME
TANK

90 120 Item Natational colouring

10 1 Plot line Thick black line
10 300 10 120 2 Street ( existing ) Brown line
PLAN 3 Street ( proposed ) Brown dotted line

130
FILTER RAIN WATER COLLECTION TANK

4 Permissible building line Thick black dotted line

5 Building ( existing ) Black out line
15 100 15
6 Building ( pro. to be demolished ) Yellow hatching
7 Building ( proposed ) Red outline
15 100 15

OVERFLOW TANK

8 DRainage sewerage line Red dotted line

20 20

350

PLAN 9 Water supply work Black dot and dash line

10 Electric line Green line