PROPOSED REDEVELOPMENT OF LOKMANYA NAGAR, PUNE
INTRODUCTION :Lokmanya Nagar is a centrally located residential colony developed by MHADA for the flood affected people of Pune. It is abutting Lal Bahadur Shastri Road. The area has its own unique characteristics and with changing time aspirations of the residents have been also changed. SITE LOCATION :- Pune , Maharashtra
PROJECT INCENTIVES :• Need of organised activities and systems • (services). • Systemised parking facility, smooth vehicular circulation, and satisfy the large demand. • Responsive to the context. • To carry out distribution of open spaces in various hierarchies based on population density, social, cultural, and economic characteristics and promoting their growth to the next level. PROJECT BRIEF :-
ABOUT LOKMANYA NAGAR :• It is a non-gated community but is as secured as gated. • The road connect all the edges in a grid pattern meeting the centrally located (open space) Joggers park. • It mostly consists of people who belong to Maratha culture, who like to maintain the harmony with all the traditions. • The atmosphere within the society is very peaceful and cool because of the shaded areas provided by the trees with larger foliage. • The society consists of clear and clean front yards addressing the human scale structures. • Many of the professional tenements have started their coworking business and services in the same society as the location promotes many business exposure and opens many great chances for a good service provisions. • Employment availability for business facilities. • Over the years family has grown of the residents but all the units are 2BHK which is getting congested for many tenements.
UNIT
BUILT-UP AREA TO COVERED
TOTAL AREA
NO. OF UNITS
AREAS
AREA IN SQ.M.
A
Area of plot
61000 sq.m.
B
Amenity area (15%)
9150 sq.m.
C
Net Plot area (A-B)
51850 sq.m.
D
Open space (10% of C)
5185 sq.m.
E
Area under roads (10% of C)
5185 sq.m.
F
Proposed FST
E
Available floor space
2.5
2.5xC i.e. 129625sq.m.
Residential allowable - 89,687.50 sq.m. Offices - 25,925 sq.m. Shops - 12,962.50 sq.m. Creche – 400 sq.m. AREA PER UNIT
NO. OF CARS PER UNIT
NO. OF TWO WHEELERS PER UNIT
NO. OF CYCLES PER UNIT
4BHK
30%
26,906 SQ.M.
150 NOS.
180 SQ.M.
3
3
2
3BHK
25%
22,422 SQ.M.
185 NOS.
120 SQ.M.
2
3
2
2BHK
20%
17,938 SQ.M.
200 NOS.
90 SQ.M.
1.5
2
2
1BHK
15%
13,453 SQ.M.
270 NOS.
50 SQ.M.
1
2
2
STUDIO UNIT
10%
8,969 SQ.M.
260 NOS.
35SQ.M.
0.5
2
1
GROUP DESIGN MASSING:• Amenity area is separated from the residential community to be developed. • Use of sequential massing of each block to form a hierarchical upgoing Massing model for the pattern. built-up area analysis • Creating the visual connectivity and free volumetric through out the site. buildable space.
Volumetric study and understanding of massing with respect to Built-up area AMENITY OPEN SPACE
COMMERCIAL
RESIDENTIAL
RETAIL
SITE ZONING :-
WIND FLOW FROM S.P. COLLEGE GROUND
SITE ANALYSIS :-
SITE PHOTGRAPHS :-
POST MONSOON WINDS
OPEN SPACE AMENITY AREA COMMERCIAL ZONE RETAIL ZONE
MAJOR VEHICULAR TRAFFIC POINTS BEST LOCATION FOR FRONTAGE SHOPS
DESIGN STRATEGIES :• • • • • •
Amenity area is separated from the residential community to be developed. Preserving the grid iron pattern planning in order to maintain the contextuality. The flow of the façade with offsets for massing and use of horizontal bands will help to neglect the feeling of huge heights of the residential towers. Hence, the centrally located mass has the lower height to balance the view point when seen from human scale. The vertical bands are provided in such fashion so that they can help to break all the horizontality in the facades in order to provide balanced massing. Also it will help to activate the vision in different pockets of the façade and make the atmosphere more lively. Visual connectivity is achieved from many lines of vision with the minimal use of disciplined, linear and straight axes. Use of alternate orientation of blocks facing the wind direction will help to achieve equal wind for every block as per the premium locations of the apartments.
Continuation of the grid iron pattern of the road networks
2.
3.
Main built-up mass at the ground level used for residential parking purpose
Distribution of the residential mass and commercial mass as per the zoning
Very low traffic circulation is noticed in the site throughout the day as compared to the primary roads running along the site.
DESIGN SKETCH IDEAS :-
Podium above
Trees act as the noise barriers
6M wide Two wheeler parking Road
Massing with respect to context
1.
PREVAILING WINDS
Services Stilt floor First floor for for parking residential
RESIDENTIAL ZONE
2.5 M wide pathway
Retail stores with a lot of frontage
Parking for the residential units
4.
5.
Lowering the mass facing the open space To maintain the hierarchical view point
Offsetting of the structures as per the massing with respect to studied wind flow and sun path
Use of single facing modules for the unit apartments in both plan and section
B
ENTRY / EXIT POINTS SERVICE CORES FOR VERTICAL CIRCULATION
C
C
ELEVATION 1
B
A A
B
ACCESSIBILITY FOR VERTICAL CIRCULATION
GROUND FLOOR PLAN +-00 M. LVL
STILT FLOOR PLAN +-2.5 M LVL
Golden Shower
Gulmohar
Arjuna
Ashoka
Royal Palm
Mountain Ebony
Rain Tree
Koko
Amla
Bael
Boxwood
Neem
Kapok
Betel palm
Babul
TREES AND SHRUBS WITH THEIR SCIENTIFIC NAMES Golden Shower Tree (Cassia fistula) Arjuna (Terminalia Arjuna) Mountain Ebony (Bauhinia variegata) Amla (Phyllanthus emblica) Neem (Azadirachta Indica) Gulmohar (Delonix Regia) Ashoka tree (Saraca Ashoka)
LANDSCAPE PLAN LANDSCAPE PLAN
Rain Tree (Albizia Saman) Bael (Aegle marmelos) Kapok (Bombax ceiba) Babul (Vachellia nilotica) Royal Palm (Roystonea regia) Koko (Albizia Lebbek) Boxwood (Buxus sempervirens) Betel palm (Areca palm)
TYPE A 1 BHK- 3 NOS. * 15 FLOORS 2 BHK- 2 NOS. * 15 FLOORS 3 BHK- 1 NO. *15 FLOORS TYPE D 2 BHK- 3 NOS. * 15 FLOORS 3 BHK- 1 NOS. * 15 FLOORS 4 BHK- 1 NO. * 6 FLOORS
TYPE B 1 BHK - 4 NOS. * 15 FLOORS STUDIO - 8 NOS. * 10 FLOORS
TYPE B 1 BHK - 4 NOS. * 15 FLOORS STUDIO - 8 NOS. * 10 FLOORS
TYPE C 3 BHK- 1 NO. * 10 FLOORS 4 BHK- 2 NOS. * 10 FLOORS 4 BHK- 1 NO. * 6 FLOORS
TYPE E 3 BHK- 2 NOS. * 14 FLOORS 4 BHK- 2 NOS. * 13 FLOORS
TYPE E 3 BHK- 2 NOS. * 14 FLOORS 4 BHK- 2 NOS. * 13 FLOORS
Stepped massing of the structures in order to achieve the hierarchical view points and more active visual connectivity in the space.
STUDIO UNITS 1 BHK UNIT 2 BHK UNIT 3 BHK UNIT 4 BHK UNIT REFUGE AREAS PASSAGES
D.G. SET CALCULATIONS WE HAVE TO GIVE D.G.’S BACKUP FOR 15% OF TOTAL ELECTRIC LOAD THEREFORE D.G. CAPACITY = 0.15 X 3484.5 = 522.675 =i.e. 525 KVA AVAILABLE D.G. CAPACITY = 75 KVA THEREFORE TOTAL NO. OF D.G. SETS REQUIRED = 525 / 75 = 7 NOS.
ELECTRIC LOAD CALCULATION FOR RESIDENTIAL PURPOSE ONLY 4BHK - 8KW X 150 NOS. =1200 KW 3BHK - 6KW X 185 NOS. =1110 KW 2BHK - 4KW X 200 NOS. = 800 KW 1BHK - 2KW X 270 NOS. = 540 KW STUDIO - 1.5KW X 260 NOS. = 390 KW TOTAL – 4040 KW NOW, TOTAL LOAD 4040 / 0.8 = 5050 KVA LOAD REQUIRED = 60% OF TOTAL LOAD = 0.6 X 5050 = 3030 KVA ACTUAL LOAD =15% OF TOTAL LOAD REQ. + TOTAL LOAD REQ. =0.15X3030 + 3030 =454.5 + 3030 =3484.5 KVA AVAILABLE TRANSFORMENR CAPACITY =500 KVA HENCE TOTAL NO. OF, TRANSFORMERS REQUIRED = 3484.5/500 = 7 NOS. APPROX
SEWAGE TREATMENT PLANT CALCULATION TOTAL CAPACITY OF S.T.P. IS 90% BY VOLUME OF THE TOTAL WATER REQUIREMENTOF HOUSING TOTAL WATER REQUIREMENT = 4,99,500 LITRES = i.e. 500000 LITRES THEREFORE, TOTAL CAPACITY OF STP = 0.9 X 500000 = 450000 LITRES 1 SEWAGE PLANT IS REQUIRED WITH 450000 LITRES OF CAPACITY AT AN IDEAL LOCATION LET DEPTH BE 5 M HENCEFORTH, AREA = 450 / 5 = 9 SQ. M. HENCE 3X3X5 M CAN BE THE SIZE OF STP
STAIRCASE & LIFTS FIRE EXIT STAIRCASE ELECTRICAL DUCT OVERHEAD TANK HOSE REELS SECURITY CABINS WATER DRAINAGE LINE WATER SUPPLY LINE
KEY PLAN
1- OVERHEAD WATER TANK 2- STAIRCASE & LIFTS 3- FIRE EXIT STAIRCASE 4- REFUGE FLOORS 5- SECURITY CABIN 6- PODIUM 7- PARKING AT +2M LEVEL 8- STAIRCASE TO STILT FLOOR 9- RAMP UP 10- RAMP DOWN
1 3
2
4
4
6 6
8
8
8 5 10 7
9
KEY PLAN
1 1- OVERHEAD WATER TANK 2- STAIRCASE & LIFTS 3- FIRE EXIT STAIRCASE 4- REFUGE FLOORS 5- SECURITY CABIN 6- PODIUM 7- PARKING AT +2M LEVEL 8- STAIRCASE TO STILT FLOOR 9- RAMP UP 10-RAMP DOWN
3
2
1 3
4
2
8 5 10 9 6
8
8 5 7
Stepped massing of the structures in order to achieve the hierarchical view points and more active visual connectivity in the space.
10 9
KEY PLAN
1- OVERHEAD WATER TANK 2- STAIRCASE & LIFTS 3- FIRE EXIT STAIRCASE 4- REFUGE FLOORS 5- SECURITY CABIN
6- PODIUM 7- PARKING AT +2M LEVEL 8- STAIRCASE TO STILT FLOOR 9- RAMP UP 10- RAMP DOWN
1 2
3
4
4
8 6 8 7
6
8 5 10
Stepped massing of the structures in order to achieve the hierarchical view points and more active visual connectivity in the space.
9
KEY PLAN
1- OVERHEAD WATER TANK 2- STAIRCASE & LIFTS 3- FIRE EXIT STAIRCASE 4- REFUGE FLOORS 5- PARKING AT +2M LEVEL 6- STAIRCASE TO STILT FLOOR
1 2
3
4
4 6 8 6
5 5
Stepped massing of the structures in order to achieve the hierarchical view points and more active visual connectivity in the space.
VEHICULAR CIRCULATION
KEY PLAN
2
1- OVERHEAD WATER TANK 2- STAIRCASE & LIFTS 3- FIRE EXIT STAIRCASE 4- SECURITY CABIN 5- PODIUM 6- PARKING AT +2M LEVEL 7- STAIRCASE TO STILT FLOOR 8- RAMP UP 9- RAMP DOWN 2
1 3
1 3
6 6 5 7
6
4 9
8
+48.0 M LVL +45.0 M LVL +42.0 M LVL +39.0 M LVL +36.0 M LVL +33.0 M LVL +30.0 M LVL +27.0 M LVL +24.0 M LVL +21.0 M LVL +18.0 M LVL +15.0 M LVL +12.0 M LVL +9.0 M LVL +6.0 M LVL +3.0 M LVL +2.0 M LVL G.L.
SECTION AA
+51.0 M LVL +48.0 M LVL +45.0 M LVL +42.0 M LVL +39.0 M LVL +36.0 M LVL +33.0 M LVL +30.0 M LVL +27.0 M LVL +24.0 M LVL +21.0 M LVL +18.0 M LVL +15.0 M LVL +12.0 M LVL +9.0 M LVL +6.0 M LVL +3.0 M LVL +2.0 M LVL G.L.
SECTION BB
+57.0 M LVL +54.0 M LVL +51.0 M LVL +48.0 M LVL +45.0 M LVL +42.0 M LVL +39.0 M LVL +36.0 M LVL +33.0 M LVL +30.0 M LVL +27.0 M LVL +24.0 M LVL +21.0 M LVL +18.0 M LVL +15.0 M LVL +12.0 M LVL +9.0 M LVL +6.0 M LVL
G.L.
+3.0 M LVL +2.0 M LVL
B
SECTION CC C
C A
A B
KEY PLAN
+57.0 M LVL +54.0 M LVL +51.0 M LVL +48.0 M LVL +45.0 M LVL +42.0 M LVL +39.0 M LVL +36.0 M LVL +33.0 M LVL +30.0 M LVL +27.0 M LVL +24.0 M LVL +21.0 M LVL +18.0 M LVL +15.0 M LVL +12.0 M LVL +9.0 M LVL +6.0 M LVL +3.0 M LVL +2.0 M LVL G.L.
ELEVATION 1- Addressing Captain Vishwasrao Himmat Bahaddur Chavan Marg
+57.0 M LVL +54.0 M LVL +51.0 M LVL +48.0 M LVL +45.0 M LVL +42.0 M LVL +39.0 M LVL +36.0 M LVL +33.0 M LVL +30.0 M LVL +27.0 M LVL +24.0 M LVL +21.0 M LVL +18.0 M LVL +15.0 M LVL +12.0 M LVL +9.0 M LVL +6.0 M LVL +3.0 M LVL +2.0 M LVL G.L.
ELEVATION 2- Addressing Lal Bahadur Shastri Road
+57.0 M LVL +54.0 M LVL +51.0 M LVL +48.0 M LVL +45.0 M LVL +42.0 M LVL +39.0 M LVL +36.0 M LVL +33.0 M LVL +30.0 M LVL +27.0 M LVL +24.0 M LVL +21.0 M LVL +18.0 M LVL +15.0 M LVL +12.0 M LVL +9.0 M LVL +6.0 M LVL +3.0 M LVL +2.0 M LVL G.L.
ELEVATION 3- Addressing Madhav Rao Road
INVITING SENSE OF ENTRY AND EXIT POINT FOR THE RESIDENTIAL APPARTMENTS
CO-WORKING ZONE FOR THE PROFFESIONAL SERVICES OWNED BY THE TENEMENTS
SENSE OF ENTRY FOR THE SHARED OPEN SPACE USABLE FOR TEMPORARY RICKSHAW PARKING AS PER THE CONTEXTUAL STUDY
MARKET ZONE ACCESSIBLE FROM LAL BAHADUR SHASTRI ROAD WITH HEALTHY FRONTAGE
KIDS PLAY AREA AND SPORTS FACILITY IN THE GARDEN
PATHWAY LEADING TO THE TEMPLE
CENTRALLY LOCATED PLAY AREA
• RETAIL SHOPS WITH THE PODIUM ABOVE. • THE ARRANGEMENT OF LANDSCAPE AND TREES RESTRICTSNOSE FROM THE RESIDENTIAL UNITS.
