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1. S C HOOL AT VADODARA

4. HOLLOW-CORE
INTERLOCKING BLOCK
DIAGONAL BONDING –
CROSS-STITCHING THE WALL
The walling system consisting of the inter-locking blocks placed
diagonally,in conjunction with curved brick walls at the edges;
along with arched beams and windows combine to form a system
that is earthquake resistant.
THREE POINTED
ARCHED WINDOW

6. FIRST FLOOR
PLAN
GROUND FLOOR PLAN
RESIDENCE AT CHANDIGARH

7. RESIDENCE AT CHANDIGARH

8. RESIDENCE AT CHANDIGARH

9. RESIDENCE AT CHANDIGARH

14. EAST SUN FILTERING IN
THE COURTYARD FAMILY LOUNGE
DRAWING
ROOM
(-)3.0m FROM G.L.
(-)1.6m FROM G.L.
Drain running
around the house
Onion/Garlic
Storage over toilet
& in courtyard
MASTER BEDROOM

15. The kitchen and the formal living and
dining rooms are at the lower levels, linked
up through the central courtyard to the
personal areas.
DRAWING ROOM
BED ROOM

26. BOUNDARY WALLS

27. COMMONMAN’SWATERFILTER

28. COMMONMAN’SWATERFILTER

29. ROTARY MODE SEPARATORS

30. Almost organic complexity of a busy
cloverleaf, resembling a living
creature's circulatory system with the
vehicles acting as blood cells.

31. •TRAFFIC SEPARATION BY
DIRECTION
•RIGHT OF WAY &
AREA IDENTICAL
•EXCAVATION FOR SUBWAYS &
HEAVY PILING LIKELY TO
DISRUPT UNDERGROUND
SERVICES
•MINIMUM HT. REQUIRED 7.5m
•LONG SPAN STRUCTURE- HIGH
COST
•TRAFFIC LIGHTS AT THE END
OF THE FLYOVER
•PEDESTRIANS AND
CYCLISTS LAST PRIORITY
CONVENTIONAL FLY-OVERS

32.  Minimum height required
: 7.5 mts.
 Requires long span
structures with box
girders.
 Pedestrians, Cyclists,
Rickshaws, Physically
Challenged, Children,
Vendors relegated to least
priority.
 Requires traffic lights at
the base for pedestrian
movement.
 Only resolves 6 out of 12
problems.
C O N V E N T I O N A L F L Y O V E R S
Resolves only 6 out of 12 problems.
6 Problems still UNRESOLVED & further Aggravated !!!

33. Truck / Bus Way
Car Way
Pedestrian Way (Also Cyclists, Rickshaws, Handicapped)
PLAN OF A STREET
SECTION
M O D E S E P E R A T I O N

34. •TRAFFIC SEPARATION BY
MODE HTV-10% OF TRAFFIC
CAUSES
50% OF TRAFFIC CHAOS
•RIGHT OF WAY & AREA
IDENTICAL
•PRORITY GIVEN TO
PEDESTRIANS
•EXCAVATION 2.5 M BELOW
G.L. DOES NOT DISRUPT
UNDERGROUND SERVICES
•MAXIMUM HT. REQUIRED 3.5
M
•SMALL COMPRESSION
STRUCTURES
•CONTINUOUS TRAFFIC
FLOW
•CENTRAL GREEN SPACE-
BETTER URBANSCAPE
ROTARY MODE SEPARATOR

35. ROTARY MODE SEPARATORS

36. DHAULA KUAN IS ONE OF MAIN
JUNCTIONS IN DELHI, CAPITAL
CITY OF INDIA, WHICH LINKS
THE AIRPORT TO THE CITY AND
IS MAJOR JUNCTION CARRYING
MAXIMUM VIP TRAFFIC FLOW.
AT PRESENT CARRYING 15 000
pcu/ hr. TRAFFIC IS EXPECTED
TO RISE TO 27 000 pcu/hr IN
NEXT 3 YEARS.
TRAFFIC FLOW PATTERN DHAULA KUAN- PWD
AREA REQUIRED- 30 ACRES (APPROX.)
MOD
E
SIZE DIST.
BETWEEN
VEHICELS.
LTV 6.0m x 2.0m 4.2m
HTV 12.0 m x
4.0m
8.5m

37. TRAFFIC FLOW PATTERN AT DHAULA KUAN PROPOSED
BYANANGPUR BUILDING CENTRE
TRAFFIC FLOW PATTERN DHAULA KUAN
ROTARY GRADE SEPARATOR
SIZE - 200M INNER DIAMETER
AREA - 12 ACRES
CAPACITY- 14040 pcu / hr
AREA(Central Green)-7.78
ACRES
SALE OF NET INNER AREA IS
ENOUGH TO PAY FOR THE
RGS + LIKE AMOUNT SURPLUS
ASSUMPTIONS
LTV - 4 LANE
HTV - 2 LANE
SPEED
LTV- 30 KM /HR
HTV- 20 KM /HR
MODE SIZE DIST.
BETWEEN
VEHICELS.
LTV 6.0m x 2.0m 4.2m
HTV 12.0 m x 4.0m 8.5m

38. TRAFFIC FLOW PATTERN AT AIIMS JUNCTION PROPOSED BY PWD

39. TRAFFIC FLOW PATTERN AT AIIMS JUNCTION PROPOSED BY ABC

40. GOL DAAK KHANA
Proposed By Anangpur Building Centre

41. GOL DAAK KHANA
Proposed By Anangpur Building Centre

42. Located in oneof the
satellitetowns of
Delhi(Ghaziabad)the
junctionwas
apeculiaronewiththe
roadsnotbeingatright
anglestoeach other.
The rotary inthis case
wasdesigned tobeoval in
shape& placed at
anangletothestraight
roadtoaccommodate
allthe roadsat various
angles.
MOHAN NAGAR CROSSING GHAZABAD (U.P.)
D I A G O N A L R O A D J O I N TS
A SIMPLE SOLUTION FO BETTER MAINTAINENCE OF ROADS
DIAGONAL ROADJOINTS ENSURESMOOTHDRIVE OF
THE VEHICLE AS ONLY ONE WHEEL ATA TIME MOVES
OVER THE JOINT WHILE OTHER THREE ARE ON THE
ROAD SURFACE.

43. LTV at -5.0M lvl
Green areas at -5.0M lvl
Earth filling
TILAK BRIDGE RMS
PLAN at +1.0M lvl
LTV (slope = 1:12)
LTV at 0.0M lvl
Green areas at -2.0M lvl
Pedestrians at -2.0M lvl
HTV at +1.0M lvl
HTV (slope = 1:20)
HTV at 0.0M lvl
Supreme
court
Pragati
Maidan
Inst. Of
Archaeology
Lady
Irwin
College
Railway
Colony
Bus stop
Dimensions of RMS
HMV inner Diameter = 76m

44. TILAK BRIDGE RMS
RMS WITH EXISTING METRO CORRIDOR
INST. OF ARCHAEOLOGY
SUPREME COURT

56. 56
Zone 2

57. scale 1:1500
Zone 2
57
RMS at The Nile

58. Zone 2
58
Proposed urbanscape at the Nile
RMS at The Nile

59. RMS AT ATTABA