Shamuka Beach Project Master Plan

Chapter III : Site & Surroundings

FINAL MASTER PLAN : SHAMUKA BEACH AREA

3.5 EXISTING LANDUSE Shamuka beach is spreaded over 920.04 Acre (Phase – I). Project site is surrounded by Bay of Bengal on the south and Mangala river on its eastern edge. A strip of forests approximately 1200 m wide starts from middle of the site and extends beyond its limits. Apart from this huge chunk of dense plantation there are smaller groups of trees scattered all over the site. The trees are mainly of casuarinas and kikar which cover 36% and 35% respectively. Land use map for the project site is

already

Orissa Application

procured Remote Centre

from

the

Sensing (ORSAC).

Based on the land use analysis from land use map, Forest/ costal plantation covers 28% area of the project site. The site is surrounded by Bay of

Proposed Site

Bengal on the south and Mangala river on its eastern edge. A strip of forests approximately 1200m N

wide starts from middle of the site and extends beyond its limits. The other remaining chunk of land is under a single crop and double crop.

Map no. 3.4: Existing Landuse



Table no 3.1 Existing Landuse

Forest/

Double

Crop land

coastal

crop

(kharif)

Plantation

(acre)

(acre)

59.58

7.80

33.10

84.45

32.43

26.50

113.96

311.66

250.56

257.99

351.89

310.16

(acre) CRZ (Within N

200mts From HTL) CRZ (200mts

to

500mts from HTL) Developable without condition Map no 3.5 Existing Landuse

Sourse : ORSAC, Orissa

N

Map No. 3.6 Base map

Total



3.8 HUMAN SETTLEMENTS

3.6 GEOMORPHOLOGY Project site is almost flat with

There is no human settlement

0.25% gradient. The slope is

within the project site. A small

towards north with the beach

settlement called ‘Bhagvatpatna’

being

is located on north east of the

at

a

level.

project

project site is already procured

Settlement

from

population with 50-55 household.

Orissa

Application

N

higher

Geomorphological map for the Remote Centre

Sensing (ORSAC).

analysis from geomorphological

located

map, costal sand sheet covers

Road).

beach

covers

70%

and

2%

respectively.

3.7 WATER BODIES & CANALS The central mountainous region of Orissa covers almost three fourths of the area of the state. Here the deep wide valleys are crisscrossed Mahanadi

by

Brahmani,

(Orissa’s

longest

river) and Bansadhara rivers. Mangala

river

which

is

the

tributary of the Brahmani river is running parallel to the east side N

of

the

project

site

boundary. A small canal from Mangala river passes through the project site from the east to

Map no 3.8 Water bodies, Canals and Human Settlements

west side on the upper edge of

Sourse : Irrigation Department, Puri

the project site.

on

‘Bhagvatpatna’

having is

settlement

while Beach ridge complex and

Sourse : ORSAC, Orissaa

Bantapur

Based on the geomorphology

27% area of the project site

Map no 3.7 Geomorphology Map

site.

300-400

another

to

the

SH-59

site.

nearest It

is

(Brahmagiri



3.9

SITE TOPOGRAPHY

Topographical survey has been carried out for Shamuka Beach Area. Topographical survey map gives a detail of contour at an interval of 0.5m. Topographical survey

shows

the

existing

features of the site. The site is almost flat with 0.25% gradient. The slope is towards north with the beach being at a higher level.

Apart

from

this

huge

chunk of dense plantation, there are

smaller

group

of

all

over

the

site.

Topographical

map

has

been

scattered

trees

incorporated with the existing Master plan layout on Revenue map.

Map no.3.9 Site Topography

Map no.3.10 Digital Terrain map

Map no.3.11 Contour Relief map



3.10 CRZ R EGULATIONS As per the CRZ notification, Shamuka Beach Area is falling under the CRZ III. Hence 200 mts

from

development

HTL

is

zone.

the

no

However

200-500 mts is the moderate development

zone,

where

moderate development will be permissible 100.48

acre

under project

condition. area

is

falling under 0-200 mts CRZ line. Table no 3.2: Existing Landuse in CRZ Zone

Site constraints Total Site Area

Land (Acre) 920.04

% of Site Area 100

CRZ (within 200 mts of HTL) CRZ (from 200mts to 500 mts from HTL)

100.48

10.92

143.38

15.58

N

Map no.3.12 Mauja Map



3.11 SITE ANALYSIS The area selected for development of Shamuka beach area is a beautiful site with a 2000mts long sea frontage and another 2000mts of riverfront on its adjacent side. These two sides has tremendous potential for water front development, five star hotels with private beaches, villas etc. These areas will serve well for various kinds of water sports and adventure sports and recreational activities.

3.12 POTENTIALS & CONSTRAINTS OF PROJECT AREA POTENTIALS: •

The site has a very large area hence large scale tourism products could be proposed here.

•

The potentials of the site is greatly increased due to the long stretch of water front in the form of beach and river front that are available on two adjacent sides of the site.

•

The flat terrain of the site poses the

The forest within the site can be utilized for eco tourism and camping sites. This will help in conserving the natural resource and will be an added attraction for the tourists. The areas that are away from the sea as well as the river can be used for more passive activities like golf course, convention centre, sports complex, fitness centre etc that may not be affected by the surroundings. The existing within the site could be conserved and developed as a site for rural tourism. Thus the site has immense prospects to develop as a high class tourist destination.

least

constraints

for

development. •

Puri or the golden triangle will act as a feeder for this new tourist destination.

CONSTRAINTS: •

A large chunk of usable area within the site is under dense plantation.

•

Majority of area falls under the no development zone along the sea as

well

as

river

due

to

CRZ

regulations. •

The beach being at a higher level than the site causes a drainage problem within the site.

•

There is no direct access to the site. The main road is 3km away.

•

Absence

of

water

supply,

sewerage and drainage network in and around the site.

Map no.2.5: Contour Relief

Chapter – IV Land Suitability & Analysis

4.1 PARAMETERS CONSIDERED 4.2 LAND USE

VS.

LAND SUITABILITY MATRIX

4.3 COMPOSITE LAND SUITABILITY INDEX

Chapter IV : Land Suitability & Analysis


Based

on

these

buffer

areas,

The

slope

analysis

for

the

sensitivity of land will be mapped.

identified Master Plan Area and its

Lands falling within the primary

environs (Map No. 4.4 - Contour

buffer zones will be considered

Relief Map and Map No.4.3 –

least suitable for development,

Slope Analysis) clearly shows the

those within secondary or tertiary

beach front area of the site has

buffer zones will be moderately

unbuildable area. Slops in most of

suitable, and those outside of any

the sites outside the beach front

buffer areas will be considered

area ranges can be used for

most suitable for development.

building. Majority of the site area is

(iii)Slope: Uneven land may or may not be suitable

suitable

for

developement.

Height difference between two for

contours is 0.5 mts.

development,

depending upon the steepness of

Here, the slopes are classified into

slopes.

four categories:

Slope

determining

analysis

of

Steep slopes 0-2.5 mts (0–5%),

slopes throughout the site, using

Gradual slopes 2.5 mts-5.0 mts

contour data. The slope of an area

(5-10%),

is

the

the

helps

ratio

slopes

mts-10.0 mts (10-20%), and Flat terrains >10.0 mts (> 20%). It is

altitude points of the place (rise)

evident

to

slope, the less suitable the land

horizontal between

distance the

points

(run). The slope angle or degree of

slope

is

determined

will

be

that for

the

steeper

any

form

Map no.4.3: Slope Analysis

5.0

difference

measured

the

Moderate

between the highest and lowest the

of

steepness

N

the of

development.

by:

tanǾ=rise/run. The larger the rise and the shorter the run, the steeper is the slope. Slope is also represented in terms of the slope percentage

(%)

The

slope

percentage is determined by the formula: slope %=(rise/run)x100.

N

Map no.4.4: Contour Relief

Chapter IV : Land Suitability & Analysis


B) Physical parameters

4.2 Land Use vs. Land

Roads:

Suitability Matrix

In addition to these ecological parameters the major and minor roads were also buffered in the following order:

•

120 m ROW for the National highway is buffered for the future widening / development of the road.

•

80 m ROW for the State highway is

buffered

for

the

widening/development

a

It establishes multiple compatible

which

land uses within given resource

of

constraints, and conversely also

intercompatibility between urban

identifies factors most suitable for

land

development of a specific land

Land

Suitability

comprehensive determines uses

Matrix

is

chart, the

and

levels the

factors

governing land suitability. This

use.

chart will help to determine the

uses are suitable in areas near

best use of land and will give its

drainage

physical

land is not suitable for industrial

characteristics

and

land

50 m ROW for the Major District widening/

such

suitability

matrix

can

be

land use plan, considering the

development

of

land suitability.

the

road.

4.3 Composite Land

100 m buffer on both sides from

Suitability Index

the centre line of the Railway track

while

helpful while designing the future

Road is buffered for the future

•

channels,

recreational

that reference to the land use vs.

the

road. •

example

uses. Hence, it can be concluded

limitations.

future of

For

is

taken

for

widening/development

the of

Based on the different criteria of

future

environmental land suitability, a

the

composite land suitability map will

railway line.

be prepared to determine the land most suitable for development. This

will

be

done

by

giving

weightage to each criteria and then overlapping all the individual suitability maps. The weightage will be assigned on a scale of 1 to N

10, where 1 is least influential and 10 is most influential.

Map no 4.5 Buffer area of Roads

Map no 4.6 Land Suitability Map

Chapter – V Case Studies

5.1 BALI , INDONESIA 5.2 NUSADUA, BALI , INDONESIA 5.3 MALDIVES

Chapter V: Case Studies


All coastal and oceanic issues affect

coastal

recreation

tourism

either

and

directly

or

indirectly. Clean water, healthy coastal habitats, and enjoyable environment

are

requirements

to

main

make

coastal

tourism successful. Security from risks

associated

with

natural

coastal calamities such as storms, hurricanes, tsunamis, and the like is a requisite for coastal tourism to

be

sustainable.

tourism”

means,

“Coastal

leisure

and

recreation oriented activities that take place in the coastal zone and the offshore coastal waters. These include

coastal

tourism

development like hotels, resorts, restaurants,

food,

vacation

homes, second homes, etc. and the

infrastructure

supporting

coastal development, recreational boating

harbors,

recreational

fishing

ecotourism

and

beaches, facilities,

5.1 BALI, INDONESIA Location Bali is one of 18 thousand islands

in

located

Indonesia.

between

It

the

is two

islands Java & Nusa Tenggara, between 8° 03’ 40.8 South ″

latitude and 114° 25’

& 115°

42’ 40 East longitude. ″

Bali

has

5,632.86

square

kilometers of land. The total population

is

approximately

Bali

3.2 million people. As a part of 30 provinces in the Republic of Indonesia, Bali is divided

into

Badung,

8

regencies

Gianyar,

Bangli, Jembrana,

Map No. 5.1 : Location of Bali

(

Tabanan,

Karangasem, Buleleng

and

Klungkung, 1 municipal city (Denpasar), 51 districts and 666

administrative

villages.

Denpasar is the capital city of Bali province.

recreational

activities. CEPT carried out the following case studies : •

Bali, Indonesia

•

NusaDua, Indonesia

•

Maldives, Sri Lanka

Map No. 5.2: Map of Bali

Executive Summary

For the estimation of infrastructure cost, the

Total Infrastructure cost

Option - I

following components have been considered:

Infrastructure Cost for Road

62.86

A. On-site infrastructure •

Road

•

Water supply

•

Sewerage

•

Storm water drainage

•

•

13.45 4.35

Infrastructure Cost for Sewerage system

17.15

Solid waste

Infrastructure Cost for Storm Water System

7.78

Power

Infrastructure Cost for Solid waste management system

4.89

Supply of power from main grid upto site boundary

•

Construction of Puri by-pass

•

Surface water intake and raw water

•

2.12

Infrastructure Cost for Water Infrastructure Cost for Ground water

B. Off-site infrastructure •

Infrastructure Cost for Street Light

Infrastructure Cost for Electric supply

7.51

Development cost of Sea Beach And River front Area

4.40

Capital cost of Informatory signages guidelines) Total Infrastructure Cost

4.25

(As per IRC

128.76

main from upstream water reservoir.

Incidental and Instrumental over heads - 10% of the total

Disposal of treated sewage.

Grand total Off-site Infrastructure cost

Proposed Development Control Regulation (DCR) and Urban design guidelines are

Over all Project infrastructure cost

12.88 141.64 25.00 166.64

*All figure are in crore

prepared to control architectural elements to shape the built environment of the project area

which

will

show

the

glimpse

of

Vernacular architecture and Orriya traditional culture.

Note: 2007 prices



Features The island of Bali in Indonesia is a

•

•

surfing,

•

The

town

of

Ubud

is

the

These sports draw over a hundred

of Bali's art. It rests among lush

of things to do and see.

thousand enthusiasts per year.

hills and rice terraces. Bali is also

Bali offers whitewater rafting for

known

thrill-seeking novices.

thousand temples". This is an

Bali is ringed by many clear-water

understatement.

reefs rich in live coral, colorful

probably over a million temples

Rice

terraces in

Bali

are

always

are

the

most

•

Bali has many long, palm-fringed, white-sand

beaches

kissed

by

tropical fish and other marine life. •

Bali has 18 volcanic peaks above

as

have

coast beaches

2000 metres.

acclaimed

admiringly

oriented

for

•

sunset

watching. Balinese

There

the are

been in

performed major

and

cultural

The two most prominent land

centres around the world. Most

forms

Balinese

are

the

two

massive

dances

relate

to

calderas and four caldera lakes

segments of the Ramayana, an

and

formed from ancient catastrophic

ancient Hindu epic illustrating the

geological events. Both calderas

perpetual struggle between good

more

the

have freshwater lake systems, the

and evil.

haunting percussion sounds of a

largest being Lake Batur (1718ha)

Balinese gamelan orchestra.

in the Mt. Batur caldera. Mt.

a

entertains

of

uplifts your spirit. And nothing is

On

dance

island

The dance and music art forms

1000 metres and seven above

face the warm

"the

on the island. •

clear, warm tropical waters. West Indian Ocean waters - and are

mesmerizing

per

probably

capita has

accomplished

than

basis,

Bali

Sangiyang to the west has three

the

most

smaller unconnected lakes, the

artists

and

craftsmen on earth. Skills include

•

class

offers visitors an exciting variety

beautiful.

•

world

undeniable artistic heart and soul

those

•

has

snorkeling and diving facilities.

photogenic. Out of all of them,

•

Bali

traveler's dream-come-true - and

largest being Buyan (370ha). •

Bali’s

second

most

significant

painting, stone carving and wood

landscapes are the coastal plains

sculpting.

which

Bali is nicknamed the Island of

dissected

the Gods because it has over 10,000 temples. No trip to Bali is fulfilled

without

observing

festive temple ceremony.

a

are

generally by

the

deeply

numerous

perennial rivers of Bali. •

Kuta

is

blessed

with

a

long,

beautiful white sand beach along the warm Indian Ocean.



Beaches of Bali

Map No. 5.3 : Lovino Beach of Bali

Lovina Beach

Kuta Beach

Candi Dasa Beach

Sanur Beach



Map No. 5.4: Kuta Beach of Bali

Map No. 5.5 : Sanur Beach of Bali

Map No. 5.6 : Ubud town of Bali



5.2 NUSA DUA, BALI A

coral

reef

protectes

the

beaches of Nusa Dua from the splendid, but wild Indian Ocean creating a lagoon of gentle surf. The

community

spirit

of

the

Balinese people is a feature of every temple festival, and the nurturing of these traditions and the concern for the spiritual well being of the people is part of the NusaDua

philosophy

practiced

by the individual hotels within the grounds of Nusa Dua. Location Located minutes away from the Ngurah Rai International Airport on the sun-drenched shores of beautiful Nusa Dua, Nusa Dua Beach Hotel & Spa's 23 acres of sculpted

gardens

provide

an

oasis of space and tranquility in the heart of exotic Bali.

Nusa Dua

Map No. 5.7 : Location of Nusa Dua



Map No. 5.8 a : Nusa Dua

Map No. 5.8 b : Nusa Dua Beach



Some of Luxuries Hotels & Resorts Of Bali Hilton Resort & Spa

Resort Facilities

Accommodation 298

spacious

guestrooms,

15

suites and a Presidential Suite in three private

low-rise patio

wings. or

All

with

balcony

and

panoramic views of the ocean, lagoons or gardens. Resort Facilities

Mimpi Resort Tulamben

•

Spa

•

33 metre main pool

Accommodation

•

4000 square metre swimable

It sits at the foot of Mount Agung

lagoon area

in the tiny village of Tulamben in

•

Sunbathing

the northeastern coast of Bali,

•

Two floodlit tennis courts and a

right on the black lava-rock beach

fully equipped fitness centre

and

A wide range of water sports,

accessible coral reefs.

including

The

•

jet

skiing,

resort

of

Bali's

retains

most

boat,

speed boat, canoeing, water

compound with 13 terraced patio

skiing,

rooms, 12 thatched-roof cottages

banana wind

surfing,

Baby sitting service

•

Banquet facilities

•

Beauty salon

•

Business centre

•

Cafe

•

Cocktail bar

•

Concierge

•

Conference facilities

•

Currency exchange

•

Disabled facilities

•

Faxing facilities

•

Golf course

•

Gymnasium

•

Internet access

•

Laundry facilities

traditional

ambience of a Balinese fishing

parasailing,

and 4 directly facing the ocean.

snorkelling and diving •

some

•

Daily activities including yoga and aerobic classes

•

Kids Club

•

Games room

•

Library

•

Business centre

•

Conference centre

•

Wedding facilities

•

Internet access

Map No. 5.9 : Site Plan of Hilton

A. Ocean View Cottage B. Deluxe Cottage C. Patio Room D. Lobby & Gift Shop E. Dive Class F. Kitchen & Dive Centre G. Restaurant H. Swimming Pool I. Spa J. Parking Map No. 5.10 : Site Plan of Mimpi Resort



Nikko Bali Resort & Spa, Nusadua Accommodation The

390

guestrooms

are

generously spacious and exude the

natural

culture

warmth

with

of

local

comfortable

simplicity.

Ayodya Resort Nusadua

Business centre

•

Cocktail bar

•


•

Laundry facilities

•

Lobby

•

Restaurant

•

Sauna

•

Spa

•

Swimming pool

Room Facilities •

Air conditioning

•

Balcony / Terrace

•

Cable / Satellite TV

•

Hairdryer

•

In-room safe

•

Mini bar

•

Private bathroom / Ensuite

•

Refrigerator

•

Tea and coffee making facilities

•

Telephone

Spa,

Hotel Facilities •

Safety deposit boxes

•

3 swimming pools

The friendliness and hospitality of

•

Fitness & spa

people along with all the comforts

•

Beauty salon

make tourist experience an exotic

•

Squash & tennis court

and intriguing tropical holiday at

•

Kids Club

Nikko Bali Resort and Spa.

•

Games rooms

•

Luggage room

Room Size Information Approximate size (sq. metres) Deluxe garden room 48 Deluxe ocean room 48 Drande garden view 56 Grande ocean view 56 Grande honeymoon 79 Ayodya garden view 56 Ayodya ocean view 56 Ayodya honeymoon 79 Total hotel rooms: 539

Hotel Facilities •

&

Room Facilities •

Air conditioning

•

Balcony / Terrace

•

Cable / Satellite TV

•

Hairdryer

•

In-room safe

•

Mini bar

•

Private bathroom / Ensuite

•

Refrigerator

•

Tea and coffee making facilities

•

Telephone

•

Drugstore

•

Shopping arcade

•

In-house medical clinic

•

Business center

•

Conference rooms



CONFERENCE VENUES & FACILITIES the Keraton Ballroom combines all the opulence of a Sultan's court with the The

Keraton conveniences of a multi-purpose banquet

Room

hall, An outdoor foyer provides additional room

for

cocktails,

coffee

breaks

Room

Width /

Min

Length

336

5.25

16x21

432

130

68

56

210

450

68

2.3

7.5x9

84

20

24

20

50

50

404

-

-

516

150

68

56

260

500

540

-

22.5x24

225

120

-

-

180

220

60

210

7 x 85

25

12

14

12

16

20

84

210

7 x 12

50

24

28

24

32

40

-

400

200

-

-

400

900

Surface

Keraton Room Keraton Ante Room

and

Keraton Ball

registration The Kertagosa

Height

Room Name

Room

Theatre

Class

Royal

Room Square

U-Shape

Round Table

Cocktail

Located just off the lobby, the Kertagosa Room is conviniently situated near the

Kertagosa

hotel's internet and business centre.

Room

The

Adjoining the Kertagosa Room are two

Klungkung

smaller

and Kamasan Balinese

function theme

rooms with

continuing

decorated

Room

ceiling

Rooms

panels.

Budaya

On

Cultural

Theatre is where Bali's rich cultural heritage

Theatre

comes

the

Klungkung

the

Kamasan Room

stage

of

the

Budaya

Budaya

Cultural

Cultural

-

Open

Theater

Air

Garuda Room

111

210

6x18.5

60

34

40

34

60

Cocktail

Nusa Penida

84

210

6x8

-

-

-

-

12

80

The Executive Overlooking the Nusa Dua Beach Hotel & Meeting

Spa's stunning Candi Bentar entrance gate

Rooms

and fountain pools.

GUEST ACTIVITIES Cultural

A

Activities

activities are available on the resort for

range

of

complimentary

cultural

Cooking Class Garden

guests.

Tour

and

Cultural

Janur Weaving Lesson Recreational

A wide range of daily guest activities are

Facilities

available on the resort.



Spa Facilities in Bali

Nirwana Bali Golf Course

12 Treatment Rooms complete

Treatments

with showers and bath tubs

A

menu

designed Nirwana Bali Golf Course at

•

Club House

Categorized as: 3 Cempaka, 2

composed of personalized body

the resort is a haven for golfers. It

•

Locker

Sandat, 6 Tunjung, 1 Jepun

treatments and a selection of

is Voted as "Best Golf Course in

•

Shower

2 Separate Sauna facilities with

massage

Asia".

•

Pro Shop

hot and cold Jacuzzi tubs

designed with a holistic approach

•

Halfway House,

•

Beauty Salon

towards

•

Driving Range,

•

Open Air Traditional Gazebo

Nurturing the body and soul in a

•

Balinese Garden

physical

and

•

Spa Lobby

creates

an

•

•

The award winning Greg Norman-

comprehensive

Spa

techniques beauty

has

and

healing.

spiritual overall

been

manner

sense

of

wellness. Body treatments, scrubs and

facials

are

based

on

Information

Facilities

•

Designer: Greg Norman

•

Club & Shoe Rental

•

Total Holes: 18

•

Cart for hire

•

Total Pars: 72

•

Billiard

•

Total Distance: 6,775 Y

•

Golfer's Terrace Restaurant,

•

Tennis Court

traditional recipes that have been part of Indonesian heritage for centuries.

Natural

ingredients

such as indigenous herbs and spices

and

essential

oils

are

utilized to treat the skin and enliven the senses. The Spa’s signature treatment is the

pampering

Javanese

Lulur

that originates from the royal palaces of bygone era to prepare a young bride for her wedding. Following a luxurious session in the sauna and hot/cold Jacuzzi tubs for complete relaxation, the treatment stimulating

commences

with

traditional

a

body

massage that relieves tension and improves blood circulation.

Map No. 5.11 : Nirwana Bali Golf Course



International

Convention

Centre, Bali

Exhibitions

The Bali International Convention

•

Centre (BICC), is Asia’s premier beachfront convention facility and has earned a sound reputation

•

over the past decade as a major convention destination South East

5,000 square meters of exhibition

•

Communication

space with an excellent access

•

Multi-lingual staff

through vehicles

•

Complete secretarial services

Two interior exhibition areas of

•

A high-speed photocopier, a fax

2,000 square meters of outdoor

and a scanner •

•

An Exclusive bonded warehouse

•

Ample on site parking

Conferences & Banquets

Broadband

•

Fast

access

services download

A main hall with a capacity of

Internet-ready

terminals

exhibition space

Facilities

&

Centre

1,350 square meters each

Asian region.

•

Business

fiber

to

send, and

optic

line

receive, conduct

teleconferencing

2,500 (or 1,500 for banquets) seats •

A full-size stage for art, music and theatre productions

•

An

auditorium

with

a

seating

capacity for 506 attendees •

Eight additional function rooms, four of which divide into sections, provide meeting space totalling 3,490 square metres

•

Outstanding

video

conferencing

and teleconferencing facilities •

Professional

in-house

simultaneous

staging,

multi-lingual

translation and state-of-the art audio

visual

and

presentation

facilities •

A large conference registration counter

Map no. 5.12 :Ground Floor Plan- BICC

Map no. 5.13 :First Floor Plan- BICC



Cultural Villages A

new

Shopping Enclaves & Markets

recreational

site

-

Shopping

in

Bali

can

offer

Kertalangu Cultural Village - is

excellent bargains, and best buys

being

Kesiman

include modern artwork, leather

Kertalangu, Padang Galak, East

goods, casual summer clothing,

Denpasar, by hundreds of local

shoes,

farmers under the coordination of

furniture and pottery as well as

the village head.

knick-knacks.

The

developed

recreation

in

site

covers

82

hectares. Tourism

CDs,

T-shirts,

Ubud is the place to go if you want to take home a unique

has

been

driving

business development here, while other

jeans,

supporting

canvas or two. For more items,

The

please see list below:

Hollywood and 21 Cinema are

Duty

Free

Shop,

Planet

business

•

Antiques - Batubulan

within walking distance Galeria

activities include the production of

•

Art - Ubud

Nusa.

ceramics, earthenware, candles,

•

Bamboo - Bona

Galeria Nusa Dua is a huge open

incense and glass ornaments. At

•

Ceramics - Campuhan, Kapal,

air shopping mall with the stores

Tabanan

has mostly fixed priced selling

the end of the jogging track, visitors

will

also

be

able

to

•

observe the production process of the above-mentioned goods. A

•

number of fishing ponds are also ready for use.

Clothes

-

Kuta,

Legian,

high quality items nestled in the

Seminyak, Ubud

heart

Jewellery - Celuk, Denpasar -

shopping complex is set in a

of

lavish

hotels.

This

Jalan Hasanuddin

relaxing

•

Masks - Singapadu

friendly atmosphere. The shops

•

Music - Kuta, Legian

are scattered over a 17-hectare

•

Puppets

area so one can browse 150

•

•

-

Klungkung,

environmentally

Sukawati, Gianyar

boutique,

Stone carving - Batubulan,

handicrafts

Jimbaran Gallery

along the shaded mall.

Toys

Within the complex, a selection of

-

Mas,

Tampaksiring,

Peliatan •

and

Wood

by

and strolling

30 restaurants offer Japanese, carvings

-

Kemenuh, Tegallalang, kuning

souvenir shops

Pujung,

Mas,

Chinese, Italian, Indonesian and

Buruan,

international fare for breakfast,

Nyuh-

lunch and dinner.



Special Features

5.3 Maldives

•

Madives

are

a

group

of

islands in the Indian Ocean, to the

Location

SW of India, and astride the

The Republic of Maldives is a group

The

of

coral

islands

in

equator.

the

Indian Ocean to the west of India

•

Of nearly 1200 coral islands and

and Sri Lanka on the equator. The

26 atolls the highest point is only

group of low lying islands consist

2.4

of

inhabited

about

1200

islands,

some

smaller than a football field and

metres.

280

and

islands

80

are

are

tourist

resorts.

Map no. 5.14 a :Location of Maldives

some of the largest 1- 2 miles

•

The

climate

is

tropical,

with

temperatures from 26-30 deg.C

long.

and rainfall of 1900mm a year.

Only about 200 of these islands are inhabited by a population of

•

Tourism began in 1972, and the

about 250,000.

number

Sun, sand and sea, a thousand

430,000 in 1999, but has been

'Robinson

Crusoe'

of

visitors

grew

to

planned as being sustainable.

islands,

massive lagoons with different

•

Local people were fully consulted

depths and infinite shades of blue

on

and

environmental impact was also

turquoise,

underwater

coral

dazzling gardens;

tourism

plans-

and

surveyed.

a

perfect natural combination for

•

Resorts

are

built

only

on

holiday

uninhabited islands, with strict

destination. Over 1,190 islands,

building codes low and only 20%

the

ideal

spread

tropical

over

90,000

of island covered.

square

kilometers - over 99 percent of

•

gardens,

Map no. 5.14 b :Location of Maldives

setting

new

•

heaters,

Only half 10,000 tourist jobs are done by locals, who prefer to live

records: Jan and Feb, 129,000

on the settled islands.

tourist arrivals up from 113,000 in 2006.

water

and some desalination plants.

Tourist arrivals in 2006 is 601,000 2007

solar

sewage processed in septic tanks

Tourist Arrivals tourists,

New regulations insist of waste incinerators, recycling water for

which is sea.

•

At present there are 73 Resort Hotels in operation with a capacity of 12,400 beds.

Chapter – VI Final Master Plan

6.1 SHAMUKA PENINSULA 6.2 GOVERNMENT VISION 6.3 PROPOSED ACTIVITY STRUCTURE 6.4 PROPOSED PROGRAMME BRIEF 6.5 DESIGN

CONCEPT

6.5.1 ALTERNATIVE CONCEPT PLAN –I 6.5.2 ALTERNATIVE CONCEPT PLAN –II 6.5.3 ALTERNATIVE CONCEPT PLAN -III 6.5.4 ALTERNATIVE CONCEPT PLAN -IV 6.5.5 COMPARISON

OF VARIOUS

ALTERNATIVES

6.6 FINAL

MASTER

PLAN

6.7 TENTATIVE ACTIVITY SCHEDULE 6.8 MASTER PLAN VISUALS

Chapter VI : Final Master Plan


6.1 Shamuka Peninsula

6.2 Government Vision

To provide new tourism products

With

attracting high spending domestic and

international

tourist,

the

Government

has

area

aimed

Phase I: Shamuka beach resort

III:

High

end

wellness villas

&

second homes Out of this 3000 acres, 920.04 acres

land

has

been

already

acquired. These 920.04 acres of land

has

been

taken

up

It

has

been

at

providing

a

one-stop

– luxury with a distinct Orissa N

tourism focus Phase

Puri.

body. The Overall theme / concept

hotels,

golf course, water sports] &

near

rejuvenation facility for the mind,

development

Health

the

Leisure cum Business destination

developed in three phases.

II:

and

tourist,

Self-contained, high-end, exclusive

3000 acre are being planned to b e

Phase

domestic

envisioned that the project to be

Puri at Shamukha beach. These

heritage town with main street,

new

to develop the Shamuka beach

the Shamuka Beach Area near

center,

provide

Government of Orissa has decided

already allotted 3000 acres for

[Convention

to

international

to develop a Shamuka Beach Area Puri.

Vision

spending

government of Orissa has decided near

a

tourism products that attract high

for

planning and development in first phase.

N

Map No. 6.1 Shamuka Peninsula

culture flavor.



6.3 Proposed Activity Structure 4/5 Star Hotels

•

•

Fitness & grooming centre i. Gymnasium

i. Deluxe rooms

CEPT – SKDAA team reviewed the

ii. Luxury Suites

ii. Aerobics

amenities through case studies of

iii. Cottages

iii. Yoga

similar

iv. Restaurant

iv. Beauty saloon

various

infrastructure tourist

destinations

and in

v. Swimming pool

India and South East Asia, based on the findings, following facilities

vi. Conference halls

have

vii. Meeting room

been

shortlisted

for

•

•

Cultural Village High end Shopping Enclave i. Shopping arcade

Shamuka beach area. •

Resorts

ii. Restaurants

•

Spa

iii. Coffee shop

i. Massage centre

iv. Gaming zone

ii. Ayurvedic therapy

v. Local handicraft shop

iii. Aroma therapy iv. Sauna bath rooms v. Steam bath rooms vi. Jacuzzi

•

International Convention Centre i. Convention hall ii. Seminar/lecture hall iii. Conference room iv. Banquet

•

Golf Course i. 18 hole golf course ii. Landscape gardens iii. Pond & fountains



6.4 Proposed Programme Brief Based on the detailed survey conduct, following constrains have been identified:

PROPOSED ACTIVITIES IN NO DEVELOPABLE AREA

Table No. 6.1 Site Constraint

Site constraint

Land (Acre)

% of Site Area

Total Site Area

920.04

100

CRZ (within 200 mts of HTL)

100.48

10.92

CRZ (from 200mts to 500 mts from HTL)

143.38

15.58

Developable without any condition

676.18

73.50

The proposed programme brief was evolved considerably: • • •

The site constrain The industry demand through select interaction Discussion with the GoO officials.

Table No. 6.2 Proposed Programme Brief

Activities

No. of units 1

Land (Acre)

Convention Centre (with Hospitality, Exhibition Spaces, Trade fairs, Amphitheatres etc.)

1

25

Performing Arts Centre (Amphitheatre, Gurukul, Indoor Class, Halls, Library etc)

1

30

Art & Craft Museum

1

10

Luxury Hotels

4

230

Golf Course (27 Hole Fairways)

221

Golf Villas

200

50

Residential Apartments (2BHK & 3BHK walkups, g+2) High street bazaar

300

15

Hospitality Institute Condominiums & Villas

1

2

1

18

450

35



6.5 Design concepts Four

conceptual

alternatives

were

considered for Shamuka, taking into consideration the existing site features and

the

proposed

activities.

N

Concept Plan III Concept Plan I

N

Concept Plan II

Concept Plan IV



6.5.1 Alternative Concept Plan I

Map no. 6.2: Existing Site Features

Map no. 6.3:Altenative Concept Plan-I

The alternative concept plan I has

In between this ring road, is the

been presented in Map no. 6.3.

proposed 18 hole golf course with

The five star hotels that have

the golf club building and a cluster

been envisaged get the complete

of

frontage of Bay of Bengal and

feature of this golf curse is the

River Mangala and also the Golf

provision of a artificial drain right

course.

through

Some

of

the

other

golf

villas.

the

Another

golf

special

course.

This

activities like the residential area,

artificial drain will serve a dual

commercial,

convention

purpose i.e. harvesting of rain

have

provided

been

centre the

water as this site falls under the

furtherest end of the boundary

high rainfall area and acting as a

plot from the sea. The inter-

storage space of the water to be

connectivity proposed provided

between

activities by

at

a

the

has

more

or

circular 30m ROW Ring Road.

been less

used for watering of the golf course.



6.5.2 Alternative Concept Plan II The alternative conceptual plan II as

envisaged

right

from

the

germination stage to the final concept has been presented in Map no 6.4. In this alternative as seen from Map no. 6.4 some of the

main

convention

activities centre,

like golf

the club,

villas, heritage village and the like have been located close to the approach

entrance

of

the

boundary area thus providing a very pleasant sight to the tourists visiting the

Shamuka Beach

Resort. Once again, the five star hotels will have the frontage of the Bay of Bengal, golf course and landward area. Herein also for better interconnectivity a more or less 30m ROW ring road has been considered.

Map no. 6.4: Alternative Concept Plan-II



6.5.3 Alternative Concept Plan III

Map no. 6.5 a: Alternative Concept Plan- III

The alternative conceptual plan

The location of convention centre

III right from the germination

is ideal as it would not disturb the

stage has been presented in Map

movement of the tourists within

no 6.5a. In this alternative one

the rest of resort area. Once

can observe that some of the

again the five star hotels will have

main activities like the convention

the frontage of the Bay of Bengal,

centre, golf club, villas, heritage

golf course and landward area.

village and the like have been

Herein

located close to the approach

interconnectivity a more or less

also

for

better

entrance of the boundary area

30m ROW ring road has been

thus providing a very pleasant

considered.

sight to the tourists visiting the Shamuka Beach Resort. Moreover at

the

time

of

religious festivals.

festivals

and

N

Map no. 6.5 b: 6.5 b: Alternative Concept Plan- III (With footprint)



6.6 Final Master Plan Based

Proposed Landuse Activities

on

the

comparative

assessment

of

conceptual alternatives, discussion with the GoO officials and probable investors, the conceptual alternative IV was selected for further development as draft master plan. Map no. 6.8 a clearly shows the probable built form of Shamuka beach area. Though a public beach by definition, the hotels enjoy the exclusivity of the sea front, Jogging tracks, Walkways, Pavilions and Gazebos along the Waterfront providing for rest, contemplation, exercises and passive recreation along the beach; all set in a beach site garden of Coconut and Casuarinas trees. All

the

various

components

of

development

surround the Golf Course on the remaining three sides. To its north and at the very entrance is a 24.23 Acre International Convention Centre with a dedicated hotel and adjoining hospitality institute of 17.88 acres. Additional hotel plots are carved out along side that would take care of future demands as the footfall increases. On the northwest corner of the site, 15.91 Acres are dedicated for social infrastructure and housing for the staff workers in the hotels and other facilities. A Shamuka Village inspired by vernacular style of architecture will showcase the best of Orissa’s cultural, artistic and performing traditions. The village will have a Craft Museum, workshops for artists and craftsmen, a performing arts centre, Gurukuls for music and the performing arts. It will be a sort of daily micro destination for the tourists

N

Map no. 6.7: Proposed Landuse Activities

to spend idle time and evenings to get a glimpse of panoramic Orissa. The “main street” will have a shopping mall, restaurants, bars, food courts, shops and showrooms. The 2000m river front will have a 33.15 acre “Riverdale” project with villas and condominiums.



The entire development has been conceptualized as an

eco

friendly,

Low-rise,

very

low-density

development that merges seamlessly with the surrounding water fronts, parks and gardens, a perfect place for leisure in a unique natural and heritage setting. Hotels will have an access to a dedicated jetty from where one can navigate in small silent boats into Chilka Lake and destinations there-in. The overriding concept is one of leisure, recreation and entertainment that are eco sensitive, while the design and construction of Hotels is the prerogative of the respective owners, a single Master Developer will

develop

the

entire

site

including

all

infrastructure, landscape and signages. The quality benchmarks for each component of development will be pre-defined in order to ensure coherence and high quality of delivery. The Master Developer will also develop the Golf Course including the Club house and Villas and may benefit from the real estate components of the project. The Shamuka Village will be delivered to the Orissa Tourism Development Corporation by the Master Developer who in turn will allocate land to users and

regulate

and

control

activities

and

developments within. The special building regulations will govern the entire

development

incorporated

and

which yet

user

will

be

friendly.

strictly These

regulations will override the routine development controls and building bye-laws which are otherwise N

applicable in the region.

Map no. 6.8 : Proposed built form



6.7 Tentative Activity schedule Table no 6.4 Proposed Landuse

NO ACTIVITY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

23

24 25 30 32 33 a b 34 36

Hotel-1 Hotel-2 Hotel-3 Hotel-4 Hotel-5 Hotel-6 Hotel-7 Hotel-8 Hotel-9 Hotel-10 Hotel-11 Hotel-12 Hotel-13 Hospitality Institute Convention Centre Social Infrastructure Housing Gurukul Street Bazar Art & Craft Museum condominiums & Villas Public Park (Helipad) Public Park (Road Junction at sea side) Public Park (Road Junction at Entry) Green Buffer Around Golf Course Golf Course Utility Plot Area Green Area CRZ 0 to 200 mts 200 to 500 mts River Buffer Road Total

Area (Acre) 40.35 20.73 20.02 20.63 23.90 23.14 23.67 21.04 13.13 5.88 5.52 5.66 6.08 17.88 24.23 15.91 28.03 1.97 9.94 33.15 14.38 4.57

1.53

32.33 271.99 3.62 20.80 100.47 8.05 32.02 69.42 920.04

An overall horizon of 10 year has been visualized for overall development of Shamuka beach area. A tentative schedule is presented below:



6.8 Master Plan Visuals MASTER PLAN- SHAMUKA BEACH AREA

N


MASTER PLAN- SHAMUKA BEACH AREA



Hotel front – Loop Road




5.2 NUSA DUA, BALI A

coral

reef

protectes

the

beaches of Nusa Dua from the splendid, but wild Indian Ocean creating a lagoon of gentle surf. The

community

spirit

of

the

Balinese people is a feature of every temple festival, and the nurturing of these traditions and the concern for the spiritual well being of the people is part of the NusaDua

philosophy

practiced

by the individual hotels within the grounds of Nusa Dua. Location Located minutes away from the Ngurah Rai International Airport on the sun-drenched shores of beautiful Nusa Dua, Nusa Dua Beach Hotel & Spa's 23 acres of sculpted

gardens

provide

an

oasis of space and tranquility in the heart of exotic Bali.

Nusa Dua

Map No. 5.7 : Location of Nusa Dua


Plaza near Hotel Entrance




Some of Luxuries Hotels & Resorts Of Bali Hilton Resort & Spa

Resort Facilities

Accommodation 298

spacious

guestrooms,

15

suites and a Presidential Suite in three private

low-rise patio

wings. or

All

with

balcony

and

panoramic views of the ocean, lagoons or gardens. Resort Facilities

Mimpi Resort Tulamben

•

Spa

•

33 metre main pool

Accommodation

•

4000 square metre swimable

It sits at the foot of Mount Agung

lagoon area

in the tiny village of Tulamben in

•

Sunbathing

the northeastern coast of Bali,

•

Two floodlit tennis courts and a

right on the black lava-rock beach

fully equipped fitness centre

and

A wide range of water sports,

accessible coral reefs.

including

The

•

jet

skiing,

resort

of

Bali's

retains

most

boat,

speed boat, canoeing, water

compound with 13 terraced patio

skiing,

rooms, 12 thatched-roof cottages

banana wind

surfing,

Baby sitting service

•

Banquet facilities

•

Beauty salon

•

Business centre

•

Cafe

•

Cocktail bar

•

Concierge

•


•

Currency exchange

•

Disabled facilities

•

Faxing facilities

•

Golf course

•

Gymnasium

•

Internet access

•

Laundry facilities

traditional

ambience of a Balinese fishing

parasailing,

and 4 directly facing the ocean.

snorkelling and diving •

some

•

Daily activities including yoga and aerobic classes

•

Kids Club

•

Games room

•

Library

•

Business centre

•

Conference centre

•

Wedding facilities

•

Internet access

Map No. 5.9 : Site Plan of Hilton

A. Ocean View Cottage B. Deluxe Cottage C. Patio Room D. Lobby & Gift Shop E. Dive Class F. Kitchen & Dive Centre G. Restaurant H. Swimming Pool I. Spa J. Parking Map No. 5.10 : Site Plan of Mimpi Resort


Sea & River Front- Plaza on Jogging Track









High Street Bazaar



High Street Bazaar



Public Park - Helipad



Public Park near Hotel



Public Park near entrance



Hotels – Built Form




Golf Villas: Top View

Golf Course

Golf Villas: View from Sea Front

Condominiums & Villas

Condominiums & Villas: Plan



Hospitality Institute

Convention Centre

Convention Centre

Shamuka Village

Art & Craft Museum

Chapter –VII Infrastructure

7.1 ON

SITE I NFRASTRUCTURE

7.1.1 ROADS 7.1.2 STREET LIGHT 7.1.3 WATER SUPPLY 7.1.4 SEWERAGE 7.1.5 STORM WATER DRAINAGE 7.1.6 RAIN

WATER

HARVESTING

OPTION 7.1.7 SOLID WASTE 7.1.8 POWER 7.1.9 OTHER INFRASTRUCTURE FACILITIES 7.2 OFF

SITE

INFRASTRUCTURE

Chapter VII : Infrastructure


INFRASTRUCTURE ASSESSMENT The location of the site, at the confluence of river Mangala and Bay of Bengal, are generally associated with certain constraints pertaining to infrastructure provisions and demands special attention. Therefore, CEPT has worked out various infrastructure facilities for the project keeping in minds its distinct geography and connectivity. Preliminary cost estimates has also been prepared for both on site and off site infrastructure components.

For estimation of infrastructure cost, three possible development

Possible Development

options has been considered: •

Option – I

•

Option – II

•

Option - III

Options

7.1 On-site infrastructure Infrastructure facilities proposed for the Shamuka Beach Area include Roads(streetlight, pavement, signages), 24×7 water supply(source, treatment & distribution network) , Sewerage(collection, treatment & disposal ), Storm water drainage network, Power(electricity distribution network) Sea beach & river front development cost.

Option-I

Option -II

Option -III

•

•

•

• •

Phase-I (402 acre)

(920.04 acres)

•

Development of Whole master plan area

•

• •

Condominium & villas 4 hotels 141 acres golf course.

Phase-II (313.38 acre) • •

• •

4 hotels Convention centre Heritage village Hospitality institute

Phase-I (695 acre) •

• •

Condominium & villas 7 hotels 221 acres golf course.

Phase-II (183.38 acre) • •

• •

4 hotels Convention centre Heritage village Hospitality institute



Option 3 In third option development has been Option 1

considered in two phases:

In first option the whole master

Phase-I

plan area has been taken for the cost estimation.

•

Condominium & villas

•

7 hotels

•

221 acres golf course.

Phase-II •

4 hotels

•

Convention centre

•

Heritage village

•

Hospitality institute

The white shaded area (Refer Map no. 7.3)

Option 2 In

second

option

N

proposed

shows

a

second

development

phase. Red shaded area is not taken in

development has been considered

development

in two phases:

estimates. Preliminary cost estimates are

Phase -I

Map no. 7.1 Infrastructure development Option I

•

Condominium & villas

•

4 hotels

•

141 acres golf course.

done

for

phase the

for two

the

cost

consecutive

phases for third option.

Option II

Phase –II •

4 hotels

•

Convention centre

•

Heritage village

•

Hospitality institute

The white shaded area (Refer Map no.

7.2)

shows

a

second

development phase. Red shaded area is not taken in development phase

for

Preliminary done

for

the

cost

cost the

estimates.

estimates

two

are

consecutive

N

N

phases for second option. Map no. 7.2 Infrastructure development Option II

Map no. 7.3 Infrastructure development Option III



7.1.1 R OADS The proposed road hierarchy consists of 30m, 24m, 18m, 12m and 6m wide roads. The proposed road network would facilitate effective movement of internal traffic within Shamuka Beach Area. Proposed road hierarchy will be from the main entrance road to central ring road to internal road. All the roads are C.C. paved and well featured with proper main traffic stream lane, well guided informatory signages and street light (30 m centre to centre). Some of the well designed road sections are given below for 30m, 24m, 18m and 6m widths. (Refer Map no. 7.4) Road from Puri – Bramhagiri (SH – 59) to Shamuka Beach area is being constructed by IDCO. In the proposed master plan this 45 m entrance road will continue and meet internal ring road towards the north east end of site. Length of road is 3.5 km. Designed as a 2 lane, 10 m wide bituminous tar road. A) R ING ROAD - 30 M WIDE : 30 m wide ring road has been proposed in master plan. It connects all the internal road of Shamuka Beach area. It circulates the traffic in both direction and connects all zoning activity. (Refer Map no. 7.4) B) INTERNAL ROAD - 24 M , 18 M & 12 M

WIDE :

24 m, 18m and 12m wide internal road have been proposed in master plan. Internal road will serve access to each property. (Refer Map no. 7.4) C) JOGGING TRACK & WALK THROUGH PATH A jogging track from one end of the site area and running right across the sea front and the river front has been provided for joggers. Approach paths to the beach front have been included. (Refer Map no. 7.4) Map no. 7.4 Key Plan showing Road Hierarchy



Proposed Road Sections-30m Wide Road

Map no.7.5 : Proposed Road Section for 30m wide

Key Plan – 30m wide Road




Map no.7.6 : Proposed Road Section for 24m wide road



















Proposed Street light for Shamuka

Type of Bollard

Proposed Signage for Shamuka

Proposed Street Furniture for Type of Bollard

Shamuka Beach Area

Types of Street lights



7.1.3 Water supply

Table No. 7.18: Water Supply Standards & Guidelines

Water requirement for Shamuka beach area can be classified into two categories

Water Supply Standards & Guidelines

convection centre, villas, art centre and

Norms & Standards→ List of Activity

other use

Luxury Hotels (Per Room)

360

360

1300

1500

World Bank (EHS) 2000

Horticulture or landscaping water demand.

Residential Villas (Social Housing) (EWS)

135

135

─

─

─

150

estimated offer comparing various available

Golf Villas (Riverside development) Convention centre

─ 15

─ 15

─ ─

─ ─

─ ─

150 25

norms and standards in India and abroad for

Hospitality Management (Institute)

45

45

─

─

─

50

similar development.

Cultural Village Golf Course

─ ─

─ ─

─ ─

─ ─

─ ─

150 0.02 MLD

•

•

Water

demand

for

hotels,

commercial,

Water demand for Shamuka beach area was

CPHEEO

NBO

CPCB

IonExchange.

Adopted for Shamuka 1500

* All figure are in lpcd Table No. 7.19: Total Water Demand (Option I) Activity Condominiums and Villas Hotel - 1 Hotel – 2 Hotel – 3 Hotel – 4 Convention Centre High street bazaar Art & Craft Museum Hotel – 5 Hotel – 6 Hotel – 7 Hotel – 8 Hotel – 9 Hotel – 10 Hotel – 11 Hotel – 12 Hotel - 13 Social Housing Gurukul Hospitality Institute Golf Course Public Park Golf Villas

Area (In Acre) 33.14 40.35 20.73 19.85 20.45 24.22 1.96 9.95 24.01 23.18 23.66 21.03 13.13 5.92 5.49 5.66 6.02 15.91 28 17.87 221 15 51.75 628.48

No of units 450

no. of rooms 200 200 200 200

1 1 1 200 200 200 200 200 200 100 100 100

200

lpd/room, lpcd/persons 150 1500 1500 1500 1500 60 60 60 1500 1500 1500 1500 1500 1500 1500 1500 1500 150 60 60

No. of persons 1800

150

800

Landscaping (Watering/gardening )

1000 1000 1000

1200 500 400

Total Water demand

Total water demand (in MLD)

270000 300000 300000 300000 300000 60000 60000 60000 300000 300000 300000 300000 300000 300000 150000 150000 150000 180000 30000 24000

0.27 0.30 0.30 0.30 0.30 0.06 0.06 0.06 0.30 0.30 0.30 0.30 0.30 0.30 0.15 0.15 0.15 0.18 0.03 0.02 5.80 0.00 0.12 10.05 1.51 11.56 1.73 13.30 0.13 13.43 14

120000 sub total (1) Say 15% of total sub total (2)

Maintenance & Losses (Say 15% of total) sub total (3) Fire fighting (1% of total) Grand total(1)+(2) Say



Map no.7.10 : Proposed water supply network



Bore well - Location

Map no.7.11 : Location of Bore well



SEWAGE TREATMENT PLANT

Map no.7.12 : Proposed Sewerage network



Table No.7.29: Infrastructure Cost Estimate for sewerage system - Option I

Infrastructure cost for sewerage system - Option I Infrastructure cost for sewage pipe network Road Hierarchy ROW Total Length (In mt) (In mt) Main Roads - Arterial Roads(Four Lane) Sub Arterial Road(Four Lane) Internal collector road (Two lane) Local Streets (Two Lane)

Total length of pipe (Laid both side of the road)(in m)

Pipe dia. (in mm)

30

5939.00

–

900

24

2614.00

5228.00

600

18

2093.00

4186.00

600

12

837.00

1674.00

230

Sub total (1) Infrastructure cost for sewage ancillaries Manhole Sewage Treatment Sub total (2) Total (1) & (2)

Pipe Material

Rate/mt (In Rs.)

RCC NP3 (Test Pressure 0.7 (IS-458/1989) RCC NP3 (Test Pressure 0.7 (IS-458/1989) RCC NP3 (Test Pressure 0.7 (IS-458/1989) RCC NP3 (Test Pressure 0.7 (IS-458/1989)

kg/cm²)

2238

Total cost (Rs. in Lakh) 132.91

kg/cm²)

1681

87.88

kg/cm²)

1681

70.37

kg/cm²)

402.5

6.74 297.90

30 m C/C

562 Nos.

12 MLD

Rs. 12000 Rs. 100 lakh/MLD

Pre - project investigation/Development expenses - 10% of the total Grand Total

62.04 1200 1262.04 1559.94 155.99 1715.94 Note: 2007 Prices

Table No.7.30: Infrastructure Cost Estimate for sewerage system – Phase I (Option II)

Infrastructure cost for sewerage system - Phase I (Option II) Infrastructure cost for sewage pipe network Road Hierarchy ROW Total Length Total length of pipe (Laid (In mt) (In mt) both side of the road)(in m) Main Roads - Arterial 30 1957.00 Roads(Four Lane) Main Roads - Arterial 30 3250.00 Roads(Two Lane) Sub Arterial Road(Four 24 112.00 Lane) Internal collector road 18 628.00 (Two lane) Sub total (1) Infrastructure cost for sewage ancillaries Manhole Sewage Treatment Sub total (2) Total (1) & (2)

Pipe dia. (in mm)

–

900

–

900

224.00

600

1256.00

600

Pipe Material


Rate/mt (In Rs.)

Total cost (Rs. in Lakh)

kg/cm²)

2238

43.80

kg/cm²)

2238

72.74

kg/cm²)

1681

3.77

kg/cm²)

1681

21.11 141.41

30 m C/C 1.7 MLD

312 Nos.

Rs. 12000

Rs. 100 lakh/MLD


35.64 170 205.64 347.05 34.71 381.76 Note: 2007 Prices



Table No.7.31: Infrastructure Cost Estimate for sewerage system - Phase II (Option II)

Infrastructure cost for sewerage system - Phase II (Option II) Infrastructure cost for sewage pipe network Road Hierarchy ROW Total Length Total length of pipe (Laid both (In mt) (In mt) side of the road)(in m) Sub Arterial 24 737 Road(Four Lane) Internal collector 18 970 road (Two lane) Local Streets (Two 12 837 Lane) Sub total (1) Infrastructure cost for sewage ancillaries Manhole Sewage Treatment Sub total (2) Total (1) & (2)

Pipe dia. (in mm)

Pipe Material

Rate/mt (In Rs.)

1474

600

1681

1940

600

1681

32.61

1674

230

RCC NP3 (Test Pressure 0.7 kg/cm²) (IS-458/1989) RCC NP3 (Test Pressure 0.7 kg/cm²) (IS-458/1989) RCC NP3 (Test Pressure 0.7 kg/cm²) (IS-458/1989)


402.5

6.74 64.13

30 m C/C 5 MLD

203 Nos.

Rs. 12000

23.28 500 523.28 587.41 58.74 646.15

Rs. 100 lakh/MLD


Note: 2007 Prices

Table No.7.32: Infrastructure Cost Estimate for sewerage system - Phase I (Option III)

Infrastructure cost for sewerage system - Phase I (Option III) Infrastructure cost for sewage pipe network Road Hierarchy ROW Total Length Total length of pipe (Laid both side of (In mt) (In mt) the road)(in m)

Main Roads - Arterial 30 Roads(Four Lane) Main Roads - Arterial 30 Roads(Two Lane) Sub Arterial Road(Four 24 Lane) Internal collector road 18 (Two lane) Sub total (1) Infrastructure cost for sewage ancillaries Manhole Sewage Treatment Sub total (2) Total (1) & (2)

Pipe dia. (in mm)

Pipe Material

Rate/mt (In Rs.)


RCC NP3 (Test Pressure 0.7 kg/cm²) (IS-458/1989) RCC NP3 (Test Pressure 0.7 kg/cm²) (IS-458/1989) RCC NP3 (Test Pressure 0.7 kg/cm²) (IS-458/1989) RCC NP3 (Test Pressure 0.7 kg/cm²) (IS-458/1989)

2238

53.42

2238

72.74

1681

37.45

1681

37.76

2387.00

–

900

3250.00

–

900

1114.00

2228.00

600

1123.00

2246.00

600

201.36 30 m C/C 9.5 MLD

432 Nos.



47.64 950 997.64 1199.00 119.90 1318.90

Note: 2007 Prices



Table No.7.33: Infrastructure Cost Estimate for sewerage system - Phase II (Option III)

Infrastructure cost for sewerage system - Phase II (Option III) Infrastructure cost for sewage pipe network Road Hierarchy

ROW (In mt)

Total Length (In mt)

Sub Arterial 24 737 Road(Four Lane) Internal collector road 18 970 (Two lane) Local Streets (Two 12 837 Lane) Sub total (1) Infrastructure cost for sewage ancillaries Manhole Sewage Treatment Sub total (2) Total (1) & (2)


Pipe dia. (in mm)

Pipe Material

Rate/mt (In Rs.)


1474

600

1681

24.78

1940

600

1681

32.61

1674

230


402.5

6.74 64.13

30 m C/C 1.7 MLD

203 Nos.



23.28 170 193.28 257.41 25.74 283.15 Note: 2007 Prices



7.1.5 Storm water Drainage The purpose of providing storm

DESIGN METHODOLOGY

water drains is to carry the rainfall

1. First of all the length and area

9. From Q diameter is selected

(storm) runoff from the terraces,

to be served by each pipe is

depending upon the availability

paved courtyards, footpaths, roads

worked out.

of ground slope and Manning’s

etc. of the developed area; so that the

occurrence

reduced

of

to

flooding

the

frequencies.

is

acceptable

Storm runoff is that

portion of the rainfall which drains over the ground surface.

The

2. Total

area

divided

is

in

assumed

two

parts;

50%

built-up area and 50% open area. 3. The

percentage

imperviousness

for

Formula.

as

of built-up

Q =

1

(0.2693 x 10-6) x (D)8/3 x (S)1/2 n Where n = Manning’s coefficient of roughness (consider 0.015)

estimation of such runoff reaching

area is considered as 90% and

D = Diameter of pipeline in mm

the storm water drains therefore is

for open area is considered as

S = Slope of pipeline

dependent on the intensity and

20%.

duration of rainfall, characteristics

imperviousness area is found

of the drainage area and time required for such flow to reach the water

this

total

drains

are

not

minutes in CPHEEO Manual).

designed for the peak flow of rare

5. Time of flow (TF) is found out

occurrence of rainfall such as once

considering velocity of flow 1

in 10 years or more; but it is necessary

to

provide

capacity

to

avoid

flooding

of

the

too

sufficient frequent

drainage

area.

There may be some flooding when the

precipitation

exceeds

the

design value, which has to be permitted.

The frequency of such

permissible flooding may vary from place to place, depending upon the characteristics

of

the

drainage

m/s. 6. Time of concentration(TC) = TI + TF. 7. From graph of I



TC, I is

found out and from graph of C  TC,

C is found out.

8. From all this runoff reaching the drain is given by Q = 10 CIA. Where Q = Runoff in m3/hour C = Coefficient of runoff

area. Though such flooding causes

I = Intensity in mm / hour

inconvenience, it may have to be

A = Area in hectares

accepted once in while, considering the cost economy.

Q = Flow in MLd 10. RCC pipe has been taken into consideration

out. 4. Time of inlet (TI) is taken 25 minutes (Range is 5 to 30

storm water drains. Storm

From

for

water drainage.

the

storm



Table No.7.34: Infrastructure Cost Estimate for Storm water drainage - Option I

Infrastructure cost for Storm water drainage - Option I

ROW (In mt)



Pipe dia. (in mm)

Main Roads - Arterial Roads(Four Lane)

30

5939.00

11878.00

900

Sub Arterial Road(Four Lane)

24

2614.00

5228.00

Internal collector road (Two lane)

18

2093.00

Local Streets (Two Lane)

12 6

Road Hierarchy

Joggers Track (Single Lane)

Rate/mt (In Rs.)


RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989)

2238

265.83

600


1681

87.88

4186.00

600


1681

70.37

837.00

1674.00

600


1681

28.14

4028.00

8056.00

600


1681

135.42

Manhole Sub total Pre - project investigation/Development expenses - 10% of the total Grand Total

Pipe Material

120.00 707.64 70.76 778.40 Note: 2007 Prices



Table No.7.35: Infrastructure Cost Estimate for Storm water drainage – Phase I (Option II)

Infrastructure cost for Storm water drainage – Phase I (Option II) Road Hierarchy

ROW (In mt)


Pipe dia. (in mm)

Pipe Material

Rate/mt (In Rs.)


1957

Total length of pipe (Laid both side of the road)(in m) 3914.00


30

900


2238

87.60

Main Roads - Arterial Roads(two Lane)

30

3250

-

900


2238

72.74


24

112

224.00

600


1681

3.77


18

649.01

1298.02

600


1681

21.82


6

3036.40

6072.80

600


1681

102.08

Manhole

50.00

Sub total Pre - project investigation/Development expenses - 10% of the total Grand Total

338.00 33.80 371.80 Note: 2007 Prices

Table No.7.36: Infrastructure Cost Estimate for Storm water drainage – Phase II (Option II)

Infrastructure cost for Storm water drainage – Phase II (Option II) Road Hierarchy

Main Roads - Arterial Roads(Two Lane) Sub Arterial Road(Four Lane) Internal collector road (Two lane) Local Streets (Two Lane)

ROW (In mt)



30

3250

24

737

1474

600

18

970

1940

600

12

837

1674

600

Manhole Total Pre - project investigation/Development expenses - 10% of the total Grand Total

Pipe dia. (in mm)

Pipe Material

Rate/mt (In Rs.)

900

RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989)

2238


1681

24.78

1681

32.61

1681

28.14 60.00 218.26 21.83 240.09 Note: 2007 Prices



Table No.7.37: Infrastructure Cost Estimate for Storm water drainage – Phase I (Option III)

Infrastructure cost for Storm water drainage – Phase I (Option III) Road Hierarchy

Main Roads - Arterial Roads(Four Lane) Main Roads - Arterial Roads(two Lane) Sub Arterial Road(Four Lane) Internal collector road (Two lane) Joggers Track (Single Lane) Manhole

ROW (In mt)


Total length of pipe (Laid both side of the road)(in m) 4774

Pipe dia. (in mm)

Pipe Material

Rate/mt (In Rs.)

900

RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989)

2238


30

2387

30

3250

2238

72.74

24

1114

2228

600

1681

37.45

18

1123

2246

600

1681

37.76

6

4028

8056

600

1681

135.42

900

55.00

Total

445.21

Pre - project investigation/Development expenses - 10% of the total

44.52

Grand Total

489.73 Note: 2007 Prices

Table No.7.38: Infrastructure Cost Estimate for Storm water drainage – Phase II (Option III)

Infrastructure cost for Storm water drainage – Phase II (Option III) Road Hierarchy Main Roads - Arterial Roads(Two Lane) Sub Arterial Road(Four Lane) Internal collector road (Two lane) Local Streets (Two Lane)

ROW (In mt)


30

3250

24

737


900 1474

600

18

970

1940

600

12

837

1674

600


Pipe dia. (in mm)

Pipe Material RCC Class P-3 (Test Pressure kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure kg/cm²) (IS-458/1989)

6 6 6 6

Rate/mt (In Rs.)


2238

72.74

1681

24.78

1681

32.61

1681

28.14 60.00 218.26 21.83 240.09 Note: 2007 Prices



Map no.7.13 : Propose Storm water network



7.1.6 Rainwater Harvesting Option Rainwater harvesting (RWH) and recharging of groundwater is emerging as a sustainable strategy to cope with the increasing pressure on scarce freshwater resources. Even as efforts are on way to overcome water shortage through conventional approach of

Rain water harvesting option (Shamuka beach area)

abstracting freshwater from rivers and underground aquifers. Rooftop rainwater harvesting practices in urban areas is gaining significance as an approach to supplement the traditional water supplies. Flowchart below shows a proposed rainwater harvesting option at master plan level and individual building level for Shamuka beach area.

Master plan level

Rain water harvesting at individual building level

Storm water collected from Storm water drain along the road

Excess irrigated water from landscaping and plantation

Treated waste water

Individual Building level

Individual Activity level (Activity like i.e. Convention centre, gurukul, Villas)

Community level (Social and EWS Housing)

Individual Hotel Level



Table No.7.39: Rain Water Harvesting Option: Shamuka Beach Area

No.

Block no.

Built up (sq mts)

Roof top area(sq mts)

Built up but not roof top (In sq mt)

NON BUILT UP (In sq mts)

Roof top Rain water harvesting Harvesting for direct for use (In cu Recharge m) Purpose (In cu m)

1

A2

6400

1206.82

5193.18

19214

1339.82

23225.8692

2

A3

67317

38573.43

28743.57

102602

42824.22

124988.448

3

A4

76236

42034.72

34201.28

162771

46666.95

187438.817

4

A5

7386

3373.59

4012.41

28259

3745.36

30709.4711

5

B1

58121

37071.79

21049.21

84458

41157.10

100400.663

6

B2

84411

28688.60

55722.40

157131

31850.09

202551.293

7

B3

63137

21340.73

41796.27

186863

23692.48

217592.161

8

B4

41947

26527.16

15419.84

208053

29450.46

212656.753

9

B5

7547

4141.30

3405.70

51456

4597.67

52206.3966

10

C1

92511

26857.36

65653.64

110133

29817.04

167278.569

11

C2

38539

17189.96

21349.04

211461

19084.30

221542.032

12

C3

11557

601.83

10955.17

238443

668.15

237327.298

13

C4

67581

27541.30

40039.70

182419

30576.35

211691.698

14

C5

4162

1958.18

2203.82

57787

2173.97

57087.269

15

D1

34468

15924.17

18543.83

69035

17679.02

83340.0099

16

D2

85066

33621.48

51444.52

164934

37326.56

205905.803

17

D3

51296

26397.63

24898.37

198704

29306.65

212780.012

18

D4

48715

25426.08

23288.92

178128

28228.04

191668.338

19

D5

5334

3853.50

1480.50

38236

4278.16

37794.217

20

E1

14295

8794.62

5500.38

59874

9763.79

62210.2573

21

E2

44610

0.00

44610.00

172177

0.00

206294.509

22

E3

5410

0.00

0.00

97664

0.00

92937.0624

23

E4

0

0.00

0.00

7291

0.00

6938.1156

24

F1

0

0.00

0.00

15106

0.00

14374.8696

25

F2

0

0.00

0.00

5061

0.00

4816.0476

916046

391124.27

519511.73

2807260

434226.16

3165756

TOTAL

•

434.226 Million Litres of harvested water can be in direct use collected from Roof top

•

By maximum effort we can recharge say 50 % of the 3165.756 million litre of water runoff

•

If we assume that total annual demand is 14 mld *365 days= 5110 million litres than the harvested water for direct use can replace the 8 % of annually water demand.

•

All plots more than 15 acres plot must have at least four ground water recharge structure, more than 10 acres plot must have two ground water recharge structure Where as below 10 acres plot must have at least one ground water recharge structure.



7.1.7

Solid waste

•

The solid waste management of any

• •

area revolves around the quantity

•

and quality of solid wastes. The

Waste Generation Hotels Institutions Commercial Centre Residential Houses

Solid Waste Management System

quantity decides the magnitudes of the

problems

of

transportation operations

storage,

and

which

have

to

Food and Agro Waste

Paper/ Plastic/ Glass/ Metal

disposal be

Debris from tree foliage

undertaken for disposal or any such other purposes whereas the quality hints at the precautions to be carried out

in

any

such

operations.

Shamuka Beach area, type of waste generated domestic, green

will

be

mainly

commercial,

waste

hotels

from

Collection SWM Network

Rag Picker Informal Network Recycled Solid Waste Collection & Sorting

For from

Storage, Containers SWM Network

and

landscaping

gardens and golf course. Transportation SWM Network

Solid Waste container Table No.7.40: Solid Waste Standards & Guidelines

Norms & Standards→ List of Activity↓ Luxury Hotels (Per Room) Residential Villas (Social Housing) (EWS) Golf Villas (Riverside development) Convention centre Hospitality Management (Institute) Cultural Village Golf Course

CPHEEO NBO CPCB

World Bank

Adopted standard

─

─

1.1

2.4

1

0.35

0.35

─

─

0.5

0.35

0.35

─

─

0.5

─

─

─

─

0.5

─

─

─

─

0.5

0.35 ─

0.35 ─

─ ─

─ ─

0.5

Sorting & Processing of Solid Waste Public Private Partnership Disposal

Solid Waste container

Solid Waste container carrier truck

Solid Waste dust bin



Table No.7.41: Solid Waste Estimation

Activity

Condominiums and Villas Hotel - 1 Hotel – 2 Hotel – 3 Hotel – 4 Convention Centre High street bazaar Art & Craft Museum Hotel – 5 Hotel – 6 Hotel – 7 Hotel – 8 Hotel – 9 Hotel – 10 Hotel – 11 Hotel – 12 Hotel – 13 Social Housing Gurukul Hospitality Institute Golf Course Public Park Golf Villas Total

Area (In Acre)

Population

nos.

33.14 40.35 20.73 19.85 20.45 24.22 1.96 9.95 24.01 23.18 23.66 21.03 13.13 5.92 5.49 5.66 6.02 15.91 28 17.87 221 15 51.75 648.28

4 2 2 2 2

450

no. of rooms

200 200 200 200 1 1 1

2 2 2 2 2 2 2 2 2

4

200 200 200 200 200 200 100 100 100

200

No. of persons

Solid waste/person (in gram)

1800 500 400 1000 400 1000 400 1000 400 1000 1000 500 1000 500 1000 500 400 1000 400 1000 400 1000 400 1000 400 1000 400 1000 200 1000 200 1000 200 1000 1200 500 500 500 400 500 0 0 0 0 800 500 13500 Solid Waste Generated (in Tonne)

Solid waste generated (in kg) 900.00 400.00 400.00 400.00 400.00 500.00 500.00 500.00 400.00 400.00 400.00 400.00 400.00 400.00 200.00 200.00 200.00 600.00 250.00 200.00 0.00 0.00 400.00 8450.00 8.45

Estimated total solid waste generated for Shamuka Tourism Area is about 8.45 tonnes. Solid waste generated from all activity will be collected by bulk storage and collection method. Proposed solid waste collection and disposal system is much easy and convenient in practice. Each individual hotels and other proposed activity will be informed about collection time and will be collected from each activity at their door step. Collected solid waste will be dumped and disposed in consultation with government officials at land fill site. Road vacuum sweeper



Chapter –VIII Urban Design Guideline &

Development control Regulation 8.1 Urban Design Guidelines 8.1.1 8.1.2 8.1.3 8.1.4 8.1.5 8.1.6 8.1.7 8.1.8 8.1.9 8.1.10 8.1.11 8.1.12

COURTYARD TERRACE AND ENTRANCE PORCH ROOF VERANDAH ENTRANCE GATE COMPOUND WALL - HOTEL COMPOUND WALL - GURUKUL COMPOUND WALL - VILLAS PARKING BASEMENT HEIGHT OF THE BUILDING BUILDING WIDTH

2.8 2.9 2.10 2.11 2.12 2.13 2.14 2.15 2.16 2.17 2.18 2.19 2.20

ROOF LANDSCAPE BOUNDARY WALL BUILDING LINE MATERIAL VERANDAH ENTRANCE GATE FLOOR HEIGHT BASEMENT GREEN BUFFER FAÇADE CONTROLS PLINTH WEATHER SHADES

8.2 Development control Regulation Part-I Existing Development regulation 1.1 GENERAL BUILDING REQUIREMENT 1.2 FLOOR AREA RATIO (F.A.R.) 1.3 GROUND COVERAGE 1.4 HEIGHT 1.5 SETBACKS OR OPEN SPACES 1.6 BUILDING LINE 1.7 OFF -STREET PARKING SPACE 1.8 ROOFS 1.9 BOUNDARY WALL 1.10 P LANTATION 1.11 MATERIAL Part-II 2.1 2.2 2.3 2.4 2.5 2.6 2.7

Special development control regulations FLOOR AREA RATIO GROUND COVERAGE SETBACK & O PEN SPACES HEIGHT OF THE BUILDING LENGTH AND WIDTH OF THE BUILDING PARKING MEANS OF ACCESS

Part-III Other Rules and regulation for Shamuka Beach Area 3.1 HOTELS & RESORTS 3.2 STANDARD REQUIREMENTS FOR MUSEUM 3.3 STANDARD REQUIREMENTS FOR INSTITUTION 3.4 GENERAL RULES ON THE OPERATION AND MAINTENANCE TOURISM-RELATED ESTABLISHMENT

OF

Annexure Annexure–I

Costal area classification and development regulations Annexure-II Guidelines for development of beach resorts/hotels in the designated areas of CRZ-III for temporary occupation of tourist/visitors, with prior approval of the ministry of environment & forests. Annexure-III Tourism Development / Planning guidelines Annexure-IV EIA Notification Annexure-V Plot Level Guidelines

Chapter VIII : Urban Design Guideline & DCR

FINAL MASTER PLAN: SHAMUKA BEACH AREA

8.1. Urban Design Guidelines

15m x 15m.

CEPT, Ahmedabad

114



CEPT, Ahmedabad

115



CEPT, Ahmedabad

116



CEPT, Ahmedabad

117



2.18.2. Gurukul : A. The entire plot will have a perimeter wall with windows, jallis, jharokhas and building should start from this wall on the front and 25% of the total façade area is being allowed to have openings and the maximum size of it shall be 1.5m x 1.5m. 2.18.3. Convention Centre : It can have larger openings with a maximum size of 2.5m x 2.5m and 25% of the total façade area. 2.18.4. Condominiums & villas: Building should have smaller openings to achieve the character of Orrisa and the maximum size of the opening shall be 1.5m x 1.5m. 2.18.5. Social infrastructure housing: The maximum size of openings shall be 1.2m x 0.9m. 2.18.6. The maximum length of one facade should be 40m. Minimum recess depth should be 5m and width should be 10m. 2.19.

Plinth

2.19.1. Minimum plinth should be 0.3m in all the building except the convention centre. The minimum plinth height for convention centre should be 0.6m. 2.20. Weather shades 2.20.1. Weather shades are permitted to cover the openings with a projection of 0.6m and sloping roof.

CEPT, Ahmedabad

127


•

•

•

•

•


Refreshment/Dinning– There shall be a refreshment/ dining area accessible to the trainees. Classroom facilities, equipment and supplies– The centre shall be provided with classroom with complete basic facilities, equipment and supplies needed in conducting a program. Workshop - Facilities and Equipment depending on the training program/s being offered, there shall be adequate supply of the appropriate facilities and equipment. Reading area– There shall be a reading room adequately provided with relevant reference materials, books, journal, magazines and the like. Other support facilities- There shall be tool/storage facilities provided.

3.4. General rules on the operation and maintenance of tourism-related establishment 3.4.1. Fire-fighting facilities. Fire-fighting facilities shall be provided in accordance with the rules and regulations and Fire fighting norms of India. 3.4.2. Maintenance. All facilities of the establishment concerned shall be properly maintained at all times. A periodic vermin control program shall be conducted. 3.4.3. Air-condition/ventilation. All enclosed areas of the establishment concerned shall be fully air-conditioned or well-ventilated. 3.4.4. Prohibited acts and practices. No pets or animals shall be allowed Ambulant vendors shall be prohibited from peddling their wares within the premises. All forms of gambling, drunkenness or disorderly conduct of any kind shall be prohibited in the establishments and within its immediate premises. • •

•

CEPT, Ahmedabad

130


3. Nothing contained in this Notification shall apply to: (a) any item falling under entry Nos. 3, 18 and 20 of the Schedule-I to


Annexure V PLOT LEVEL GUIDELINES

be located or proposed to be located in the areas covered by the Notifications S.O. No.102 (E) dated 1st February, 1989, S.O. 114

Map no. 8.1 is the key plan showing details of location of hotels,

(E) dated 20th February, 1991; S.O. No. 416 (E) dated 20th June,

walkways, Gurukul plots, shopping mall, EWS plot, Convention centre,

1991 and S.O. No.319 (E) dated 7th May, 1992.

hospitality institute, condominiums and villas and golf club, golf villas and

(b) any item falling under entry Nos.1,2,3,4,5,9,10,13,16,17,19,21,25 and 27 of Schedule-I if the investment is less than Rs.50 crores.

parking areas. The plot level guidelines of the development of the various designated plots are presented in table 8.12 to table 8.21.

(c) any item reserved for Small Scale Industrial Sector with investment less than Rs. 1 crore. (d) defence related road construction projects in border areas.

4. Concealing factual data or submission of false, misleading data/reports, decisions or recommendations would lead to the project being rejected. Approval, if granted earlier on the basis of false data, would also be revoked. Misleading and wrong information will cover the following: •

False information

•

False data

•

Engineered reports

•

Concealing of factual data

•

False recommendations or decisions

N

Map no 8.1 Master plan (with plots) CEPT, Ahmedabad

136



Bore well - Location

Map no.7.11 : Location of Bore well



SEWAGE TREATMENT PLANT

Map no.7.12 : Proposed Sewerage network



Table No.7.29: Infrastructure Cost Estimate for sewerage system - Option I

Infrastructure cost for sewerage system - Option I Infrastructure cost for sewage pipe network Road Hierarchy ROW Total Length (In mt) (In mt) Main Roads - Arterial Roads(Four Lane) Sub Arterial Road(Four Lane) Internal collector road (Two lane) Local Streets (Two Lane)


Pipe dia. (in mm)

30

5939.00

–

900

24

2614.00

5228.00

600

18

2093.00

4186.00

600

12

837.00

1674.00

230

Sub total (1) Infrastructure cost for sewage ancillaries Manhole Sewage Treatment Sub total (2) Total (1) & (2)

Pipe Material

Rate/mt (In Rs.)


kg/cm²)

2238


kg/cm²)

1681

87.88

kg/cm²)

1681

70.37

kg/cm²)

402.5

6.74 297.90

30 m C/C

562 Nos.

12 MLD



62.04 1200 1262.04 1559.94 155.99 1715.94 Note: 2007 Prices

Table No.7.30: Infrastructure Cost Estimate for sewerage system – Phase I (Option II)

Infrastructure cost for sewerage system - Phase I (Option II) Infrastructure cost for sewage pipe network Road Hierarchy ROW Total Length Total length of pipe (Laid (In mt) (In mt) both side of the road)(in m) Main Roads - Arterial 30 1957.00 Roads(Four Lane) Main Roads - Arterial 30 3250.00 Roads(Two Lane) Sub Arterial Road(Four 24 112.00 Lane) Internal collector road 18 628.00 (Two lane) Sub total (1) Infrastructure cost for sewage ancillaries Manhole Sewage Treatment Sub total (2) Total (1) & (2)

Pipe dia. (in mm)

–

900

–

900

224.00

600

1256.00

600

Pipe Material


Rate/mt (In Rs.)


kg/cm²)

2238

43.80

kg/cm²)

2238

72.74

kg/cm²)

1681

3.77

kg/cm²)

1681

21.11 141.41

30 m C/C 1.7 MLD

312 Nos.

Rs. 12000

Rs. 100 lakh/MLD


35.64 170 205.64 347.05 34.71 381.76 Note: 2007 Prices



Table No.7.31: Infrastructure Cost Estimate for sewerage system - Phase II (Option II)

Infrastructure cost for sewerage system - Phase II (Option II) Infrastructure cost for sewage pipe network Road Hierarchy ROW Total Length Total length of pipe (Laid both (In mt) (In mt) side of the road)(in m) Sub Arterial 24 737 Road(Four Lane) Internal collector 18 970 road (Two lane) Local Streets (Two 12 837 Lane) Sub total (1) Infrastructure cost for sewage ancillaries Manhole Sewage Treatment Sub total (2) Total (1) & (2)

Pipe dia. (in mm)

Pipe Material

Rate/mt (In Rs.)

1474

600

1681

1940

600

1681

32.61

1674

230



402.5

6.74 64.13

30 m C/C 5 MLD

203 Nos.

Rs. 12000

23.28 500 523.28 587.41 58.74 646.15

Rs. 100 lakh/MLD


Note: 2007 Prices

Table No.7.32: Infrastructure Cost Estimate for sewerage system - Phase I (Option III)

Infrastructure cost for sewerage system - Phase I (Option III) Infrastructure cost for sewage pipe network Road Hierarchy ROW Total Length Total length of pipe (Laid both side of (In mt) (In mt) the road)(in m)

Main Roads - Arterial 30 Roads(Four Lane) Main Roads - Arterial 30 Roads(Two Lane) Sub Arterial Road(Four 24 Lane) Internal collector road 18 (Two lane) Sub total (1) Infrastructure cost for sewage ancillaries Manhole Sewage Treatment Sub total (2) Total (1) & (2)

Pipe dia. (in mm)

Pipe Material

Rate/mt (In Rs.)


RCC NP3 (Test Pressure 0.7 kg/cm²) (IS-458/1989) RCC NP3 (Test Pressure 0.7 kg/cm²) (IS-458/1989) RCC NP3 (Test Pressure 0.7 kg/cm²) (IS-458/1989) RCC NP3 (Test Pressure 0.7 kg/cm²) (IS-458/1989)

2238

53.42

2238

72.74

1681

37.45

1681

37.76

2387.00

–

900

3250.00

–

900

1114.00

2228.00

600

1123.00

2246.00

600

201.36 30 m C/C 9.5 MLD

432 Nos.



47.64 950 997.64 1199.00 119.90 1318.90

Note: 2007 Prices



Table No.7.33: Infrastructure Cost Estimate for sewerage system - Phase II (Option III)

Infrastructure cost for sewerage system - Phase II (Option III) Infrastructure cost for sewage pipe network Road Hierarchy

ROW (In mt)


Sub Arterial 24 737 Road(Four Lane) Internal collector road 18 970 (Two lane) Local Streets (Two 12 837 Lane) Sub total (1) Infrastructure cost for sewage ancillaries Manhole Sewage Treatment Sub total (2) Total (1) & (2)


Pipe dia. (in mm)

Pipe Material

Rate/mt (In Rs.)


1474

600

1681

24.78

1940

600

1681

32.61

1674

230


402.5

6.74 64.13

30 m C/C 1.7 MLD

203 Nos.



23.28 170 193.28 257.41 25.74 283.15 Note: 2007 Prices



7.1.5 Storm water Drainage The purpose of providing storm

DESIGN METHODOLOGY

water drains is to carry the rainfall

1. First of all the length and area

9. From Q diameter is selected

(storm) runoff from the terraces,

to be served by each pipe is

depending upon the availability

paved courtyards, footpaths, roads

worked out.

of ground slope and Manning’s

etc. of the developed area; so that the

occurrence

reduced

of

to

flooding

the

frequencies.

is

acceptable

Storm runoff is that

portion of the rainfall which drains over the ground surface.

The

2. Total

area

divided

is

in

assumed

two

parts;

50%

built-up area and 50% open area. 3. The

percentage

imperviousness

for

Formula.

as

of built-up

Q =

1

(0.2693 x 10-6) x (D)8/3 x (S)1/2 n Where n = Manning’s coefficient of roughness (consider 0.015)

estimation of such runoff reaching

area is considered as 90% and

D = Diameter of pipeline in mm

the storm water drains therefore is

for open area is considered as

S = Slope of pipeline

dependent on the intensity and

20%.

duration of rainfall, characteristics

imperviousness area is found

of the drainage area and time required for such flow to reach the water

this

total

drains

are

not

minutes in CPHEEO Manual).

designed for the peak flow of rare

5. Time of flow (TF) is found out

occurrence of rainfall such as once

considering velocity of flow 1

in 10 years or more; but it is necessary

to

provide

capacity

to

avoid

flooding

of

the

too

sufficient frequent

drainage

area.

There may be some flooding when the

precipitation

exceeds

the

design value, which has to be permitted.

The frequency of such

permissible flooding may vary from place to place, depending upon the characteristics

of

the

drainage

m/s. 6. Time of concentration(TC) = TI + TF. 7. From graph of I



TC, I is

found out and from graph of C  TC,

C is found out.

8. From all this runoff reaching the drain is given by Q = 10 CIA. Where Q = Runoff in m3/hour C = Coefficient of runoff

area. Though such flooding causes

I = Intensity in mm / hour

inconvenience, it may have to be

A = Area in hectares

accepted once in while, considering the cost economy.

Q = Flow in MLd 10. RCC pipe has been taken into consideration

out. 4. Time of inlet (TI) is taken 25 minutes (Range is 5 to 30

storm water drains. Storm

From

for

water drainage.

the

storm



Table No.7.34: Infrastructure Cost Estimate for Storm water drainage - Option I

Infrastructure cost for Storm water drainage - Option I

ROW (In mt)



Pipe dia. (in mm)


30

5939.00

11878.00

900


24

2614.00

5228.00


18

2093.00

Local Streets (Two Lane)

12 6

Road Hierarchy


Rate/mt (In Rs.)



2238

265.83

600


1681

87.88

4186.00

600


1681

70.37

837.00

1674.00

600


1681

28.14

4028.00

8056.00

600


1681

135.42

Manhole Sub total Pre - project investigation/Development expenses - 10% of the total Grand Total

Pipe Material

120.00 707.64 70.76 778.40 Note: 2007 Prices



Table No.7.35: Infrastructure Cost Estimate for Storm water drainage – Phase I (Option II)

Infrastructure cost for Storm water drainage – Phase I (Option II) Road Hierarchy

ROW (In mt)


Pipe dia. (in mm)

Pipe Material

Rate/mt (In Rs.)


1957

Total length of pipe (Laid both side of the road)(in m) 3914.00


30

900


2238

87.60

Main Roads - Arterial Roads(two Lane)

30

3250

-

900


2238

72.74


24

112

224.00

600


1681

3.77


18

649.01

1298.02

600


1681

21.82


6

3036.40

6072.80

600


1681

102.08

Manhole

50.00

Sub total Pre - project investigation/Development expenses - 10% of the total Grand Total

338.00 33.80 371.80 Note: 2007 Prices

Table No.7.36: Infrastructure Cost Estimate for Storm water drainage – Phase II (Option II)

Infrastructure cost for Storm water drainage – Phase II (Option II) Road Hierarchy

Main Roads - Arterial Roads(Two Lane) Sub Arterial Road(Four Lane) Internal collector road (Two lane) Local Streets (Two Lane)

ROW (In mt)



30

3250

24

737

1474

600

18

970

1940

600

12

837

1674

600


Pipe dia. (in mm)

Pipe Material

Rate/mt (In Rs.)

900

RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989)

2238


1681

24.78

1681

32.61

1681

28.14 60.00 218.26 21.83 240.09 Note: 2007 Prices



Table No.7.37: Infrastructure Cost Estimate for Storm water drainage – Phase I (Option III)

Infrastructure cost for Storm water drainage – Phase I (Option III) Road Hierarchy

Main Roads - Arterial Roads(Four Lane) Main Roads - Arterial Roads(two Lane) Sub Arterial Road(Four Lane) Internal collector road (Two lane) Joggers Track (Single Lane) Manhole

ROW (In mt)


Total length of pipe (Laid both side of the road)(in m) 4774

Pipe dia. (in mm)

Pipe Material

Rate/mt (In Rs.)

900

RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure 6 kg/cm²) (IS-458/1989)

2238


30

2387

30

3250

2238

72.74

24

1114

2228

600

1681

37.45

18

1123

2246

600

1681

37.76

6

4028

8056

600

1681

135.42

900

55.00

Total

445.21

Pre - project investigation/Development expenses - 10% of the total

44.52

Grand Total

489.73 Note: 2007 Prices

Table No.7.38: Infrastructure Cost Estimate for Storm water drainage – Phase II (Option III)

Infrastructure cost for Storm water drainage – Phase II (Option III) Road Hierarchy Main Roads - Arterial Roads(Two Lane) Sub Arterial Road(Four Lane) Internal collector road (Two lane) Local Streets (Two Lane)

ROW (In mt)


30

3250

24

737


900 1474

600

18

970

1940

600

12

837

1674

600


Pipe dia. (in mm)

Pipe Material RCC Class P-3 (Test Pressure kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure kg/cm²) (IS-458/1989) RCC Class P-3 (Test Pressure kg/cm²) (IS-458/1989)

6 6 6 6

Rate/mt (In Rs.)


2238

72.74

1681

24.78

1681

32.61

1681

28.14 60.00 218.26 21.83 240.09 Note: 2007 Prices



Map no.7.13 : Propose Storm water network



7.1.6 Rainwater Harvesting Option Rainwater harvesting (RWH) and recharging of groundwater is emerging as a sustainable strategy to cope with the increasing pressure on scarce freshwater resources. Even as efforts are on way to overcome water shortage through conventional approach of

Rain water harvesting option (Shamuka beach area)

abstracting freshwater from rivers and underground aquifers. Rooftop rainwater harvesting practices in urban areas is gaining significance as an approach to supplement the traditional water supplies. Flowchart below shows a proposed rainwater harvesting option at master plan level and individual building level for Shamuka beach area.

Master plan level

Rain water harvesting at individual building level

Storm water collected from Storm water drain along the road

Excess irrigated water from landscaping and plantation

Treated waste water

Individual Building level

Individual Activity level (Activity like i.e. Convention centre, gurukul, Villas)

Community level (Social and EWS Housing)

Individual Hotel Level



Table No.7.39: Rain Water Harvesting Option: Shamuka Beach Area

No.

Block no.

Built up (sq mts)

Roof top area(sq mts)

Built up but not roof top (In sq mt)

NON BUILT UP (In sq mts)

Roof top Rain water harvesting Harvesting for direct for use (In cu Recharge m) Purpose (In cu m)

1

A2

6400

1206.82

5193.18

19214

1339.82

23225.8692

2

A3

67317

38573.43

28743.57

102602

42824.22

124988.448

3

A4

76236

42034.72

34201.28

162771

46666.95

187438.817

4

A5

7386

3373.59

4012.41

28259

3745.36

30709.4711

5

B1

58121

37071.79

21049.21

84458

41157.10

100400.663

6

B2

84411

28688.60

55722.40

157131

31850.09

202551.293

7

B3

63137

21340.73

41796.27

186863

23692.48

217592.161

8

B4

41947

26527.16

15419.84

208053

29450.46

212656.753

9

B5

7547

4141.30

3405.70

51456

4597.67

52206.3966

10

C1

92511

26857.36

65653.64

110133

29817.04

167278.569

11

C2

38539

17189.96

21349.04

211461

19084.30

221542.032

12

C3

11557

601.83

10955.17

238443

668.15

237327.298

13

C4

67581

27541.30

40039.70

182419

30576.35

211691.698

14

C5

4162

1958.18

2203.82

57787

2173.97

57087.269

15

D1

34468

15924.17

18543.83

69035

17679.02

83340.0099

16

D2

85066

33621.48

51444.52

164934

37326.56

205905.803

17

D3

51296

26397.63

24898.37

198704

29306.65

212780.012

18

D4

48715

25426.08

23288.92

178128

28228.04

191668.338

19

D5

5334

3853.50

1480.50

38236

4278.16

37794.217

20

E1

14295

8794.62

5500.38

59874

9763.79

62210.2573

21

E2

44610

0.00

44610.00

172177

0.00

206294.509

22

E3

5410

0.00

0.00

97664

0.00

92937.0624

23

E4

0

0.00

0.00

7291

0.00

6938.1156

24

F1

0

0.00

0.00

15106

0.00

14374.8696

25

F2

0

0.00

0.00

5061

0.00

4816.0476

916046

391124.27

519511.73

2807260

434226.16

3165756

TOTAL

•

434.226 Million Litres of harvested water can be in direct use collected from Roof top

•

By maximum effort we can recharge say 50 % of the 3165.756 million litre of water runoff

•

If we assume that total annual demand is 14 mld *365 days= 5110 million litres than the harvested water for direct use can replace the 8 % of annually water demand.

•

All plots more than 15 acres plot must have at least four ground water recharge structure, more than 10 acres plot must have two ground water recharge structure Where as below 10 acres plot must have at least one ground water recharge structure.



7.1.7

Solid waste

•

The solid waste management of any

• •

area revolves around the quantity

•

and quality of solid wastes. The

Waste Generation Hotels Institutions Commercial Centre Residential Houses

Solid Waste Management System

quantity decides the magnitudes of the

problems

of

transportation operations

storage,

and

which

have

to

Food and Agro Waste

Paper/ Plastic/ Glass/ Metal

disposal be

Debris from tree foliage

undertaken for disposal or any such other purposes whereas the quality hints at the precautions to be carried out

in

any

such

operations.

Shamuka Beach area, type of waste generated domestic, green

will

be

mainly

commercial,

waste

hotels

from

Collection SWM Network

Rag Picker Informal Network Recycled Solid Waste Collection & Sorting

For from

Storage, Containers SWM Network

and

landscaping

gardens and golf course. Transportation SWM Network

Solid Waste container Table No.7.40: Solid Waste Standards & Guidelines

Norms & Standards→ List of Activity↓ Luxury Hotels (Per Room) Residential Villas (Social Housing) (EWS) Golf Villas (Riverside development) Convention centre Hospitality Management (Institute) Cultural Village Golf Course

CPHEEO NBO CPCB

World Bank

Adopted standard

─

─

1.1

2.4

1

0.35

0.35

─

─

0.5

0.35

0.35

─

─

0.5

─

─

─

─

0.5

─

─

─

─

0.5

0.35 ─

0.35 ─

─ ─

─ ─

0.5

Sorting & Processing of Solid Waste Public Private Partnership Disposal

Solid Waste container


Solid Waste dust bin



Table No.7.41: Solid Waste Estimation

Activity

Condominiums and Villas Hotel - 1 Hotel – 2 Hotel – 3 Hotel – 4 Convention Centre High street bazaar Art & Craft Museum Hotel – 5 Hotel – 6 Hotel – 7 Hotel – 8 Hotel – 9 Hotel – 10 Hotel – 11 Hotel – 12 Hotel – 13 Social Housing Gurukul Hospitality Institute Golf Course Public Park Golf Villas Total

Area (In Acre)

Population

nos.

33.14 40.35 20.73 19.85 20.45 24.22 1.96 9.95 24.01 23.18 23.66 21.03 13.13 5.92 5.49 5.66 6.02 15.91 28 17.87 221 15 51.75 648.28

4 2 2 2 2

450

no. of rooms

200 200 200 200 1 1 1

2 2 2 2 2 2 2 2 2

4

200 200 200 200 200 200 100 100 100

200

No. of persons

Solid waste/person (in gram)

1800 500 400 1000 400 1000 400 1000 400 1000 1000 500 1000 500 1000 500 400 1000 400 1000 400 1000 400 1000 400 1000 400 1000 200 1000 200 1000 200 1000 1200 500 500 500 400 500 0 0 0 0 800 500 13500 Solid Waste Generated (in Tonne)

Solid waste generated (in kg) 900.00 400.00 400.00 400.00 400.00 500.00 500.00 500.00 400.00 400.00 400.00 400.00 400.00 400.00 200.00 200.00 200.00 600.00 250.00 200.00 0.00 0.00 400.00 8450.00 8.45

Estimated total solid waste generated for Shamuka Tourism Area is about 8.45 tonnes. Solid waste generated from all activity will be collected by bulk storage and collection method. Proposed solid waste collection and disposal system is much easy and convenient in practice. Each individual hotels and other proposed activity will be informed about collection time and will be collected from each activity at their door step. Collected solid waste will be dumped and disposed in consultation with government officials at land fill site. Road vacuum sweeper



Chapter –VIII Urban Design Guideline &

Development control Regulation 8.1 Urban Design Guidelines 8.1.1 8.1.2 8.1.3 8.1.4 8.1.5 8.1.6 8.1.7 8.1.8 8.1.9 8.1.10 8.1.11 8.1.12

COURTYARD TERRACE AND ENTRANCE PORCH ROOF VERANDAH ENTRANCE GATE COMPOUND WALL - HOTEL COMPOUND WALL - GURUKUL COMPOUND WALL - VILLAS PARKING BASEMENT HEIGHT OF THE BUILDING BUILDING WIDTH

2.8 2.9 2.10 2.11 2.12 2.13 2.14 2.15 2.16 2.17 2.18 2.19 2.20

ROOF LANDSCAPE BOUNDARY WALL BUILDING LINE MATERIAL VERANDAH ENTRANCE GATE FLOOR HEIGHT BASEMENT GREEN BUFFER FAÇADE CONTROLS PLINTH WEATHER SHADES

8.2 Development control Regulation Part-I Existing Development regulation 1.1 GENERAL BUILDING REQUIREMENT 1.2 FLOOR AREA RATIO (F.A.R.) 1.3 GROUND COVERAGE 1.4 HEIGHT 1.5 SETBACKS OR OPEN SPACES 1.6 BUILDING LINE 1.7 OFF -STREET PARKING SPACE 1.8 ROOFS 1.9 BOUNDARY WALL 1.10 P LANTATION 1.11 MATERIAL Part-II 2.1 2.2 2.3 2.4 2.5 2.6 2.7

Special development control regulations FLOOR AREA RATIO GROUND COVERAGE SETBACK & O PEN SPACES HEIGHT OF THE BUILDING LENGTH AND WIDTH OF THE BUILDING PARKING MEANS OF ACCESS

Part-III Other Rules and regulation for Shamuka Beach Area 3.1 HOTELS & RESORTS 3.2 STANDARD REQUIREMENTS FOR MUSEUM 3.3 STANDARD REQUIREMENTS FOR INSTITUTION 3.4 GENERAL RULES ON THE OPERATION AND MAINTENANCE TOURISM-RELATED ESTABLISHMENT

OF

Annexure Annexure–I

Costal area classification and development regulations Annexure-II Guidelines for development of beach resorts/hotels in the designated areas of CRZ-III for temporary occupation of tourist/visitors, with prior approval of the ministry of environment & forests. Annexure-III Tourism Development / Planning guidelines Annexure-IV EIA Notification Annexure-V Plot Level Guidelines



8.1. Urban Design Guidelines

15m x 15m.

CEPT, Ahmedabad

114



CEPT, Ahmedabad

115



CEPT, Ahmedabad

116



CEPT, Ahmedabad

117

Shamuka Beach Project Master Plan

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