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PASHMYLARAM GRAMPANCHAYAT REVISED LAYOUT PLAN OF EXPORT PROMOTION INDUSTRIAL PARK AT PASHAMYLARAM VILLAGE MEDAK DIST REFERENCE LAY OUT BOUNDARY EXISTING ROAD APPROVED L. P. BOUNDARY PROPOSED ROAD APPROVED L. P. ROADS TOTAL AREA OF OPEN SPACE (10%) AC 207.00 OF ROADS (14.75%) AC 20.70 AC 01.56 OF COMMON FACILITIES (0.75%) AC 30.53 102 NOS DIRECTOR OF TOWN AND COUNTRY PLANNING A.P NO OF PLOTS SD/- 13-12-96 "TRUE COPY" A. P. I. I. C LTD HYDERABAD DRAUGHTS MAN T.P.A Sd/- 5-2-97 CHIEF ENGINEER Sd/- 5-2-97 Sd/- A. D /T.P A.P.I.I.C LTD HYD DRG NO . APIIC-T P /97-1 DT 06-02-97 L.P.NO.11/96/A.P.I.I.C C.NO:4479/96/H2 REF.NO.EW-TP/639/94-95.DT.29 3 96 (THIS REVISES LP.NO.4/95 APIIC) APPROVED L.P.NO.6/96 A.P.I.I.C PHASE-III BUS TERMENUS PARKING EXISTING 30.00 M W I D E OPEN SPACE 270M 315M 502M 81.0M 63.50M 84.0M 59.60M 57.5M 61M 70M 36M 73.20M 104M 97.50M 90.50M 210M 75.60M PROP.COMPOUND WALL 150M 60M 105M 156M 135M 144M 105M 165M 218M 90M SITE FOR COMMON FACILITIES BLD.LINE 6.10M OPEN SPACE 61 58 57 54 4 1 7 10 8 5 11 14 13 16 21 26 22 17 30 33 31 28 62 64 68 65 69 72 P L O T S 56 X 68M OPEN SPACE SUMP HOT 53M 138M 50M 60M 60M 60M 84M P L O T S 56 X 68M P L O T S 56 X 65M BLDG LINE 6-10M BLDG LINE 6-10M CONTAINER DEPT. WEAR HOUSING P L O T S 50 X 69M 27 36M 36M 105M 120M 84M 63M 60M GATE BLDG LINE 6-10M P L O T S 30 X 65M 125M 125M 125M 120M 510M 270M S I T E F O R H O U S I N G 60M 150M 60M 60M 125M 125M BLDG.LINE 6.10M GEM AND JEWELARY BLDG LINE 6-10M BLDG LINE 6-10M 95M 280M 73 74 78 79 83 P L O T S 60 X 120 M P L O T S 60 X 120 M BLDG LINE 6-10M BLDG LINE 6-10M 34 43 44 53 BLDG LINE 6-10M 50 X 100 M 150M 156M 111M 225M 60M 60M 60M 75M 45M 102 93 84 94 P L O T S 60 X 30 M BLDG LINE 6.10M 100M 105M BLD.LINE 6.10M 105M PROPOSED 20.00M W I D E R O A D SCALE :- 1:3000 DY.CHIEF ENGINER KEY PLAN NOT TO SCALE A.P.I.I.C. LIMITED HYDERABAD TO MUMBAY KYSARM(V) INDRAKAL (V) L.P.NO.6/96 A.P.I.I.C L.P.NO. 126/91 PROP.SITE PASHAMYLARAM(V) MUTANGI (V) SITE UNDER REF R.ST RLY LINE I.D.A PH-IV POINEER ENG TO MUMBAY NAGURAPALLY ROADS KRISAT B.H.E.L AIE BHEL I. D. A. PH -I I. D. ESTATE RTC TO HYD SHAHKAR PALLY A. P. I. I. C. LAND TO KYSARAM (V) PROPOSED 125 M 20.00 M W I D E R O A D PROPOSED 30.00M W I D E ROAD 20.00M W I D E 20.00M ROAD ROAD ROAD 20.00M W I D E 9.00 M ROAD ADMN BLD NEIGHBOURS AGRICULTURAL LAND PROP. 20.00M WIDE ROAD PROPOSED 30.00 M W I D E R O A D PROP 20.00 M W I D E R O A D 20.00 M W I D E 20.00 M W I D E R O A D PROP. R O A D 20.00 M W I D E R O A D EXISTING 30.00 M WIDE ROAD TO N. H. 9 PROP COMPOUND WALL N 30.0M 30.0M 24.39M NEIGHBOUR'S LAND TO INDRAKAL PROP.COMPOUND WALL O P E N S P A C E 140M 45M 88M PROP. COMPOUND WALL PROP. COMPOUND WALL
Transcript
  • PASHMYLARAM GRAMPANCHAYATREVISED LAYOUT PLAN OF EXPORT PROMOTION

    INDUSTRIAL PARK AT PASHAMYLARAM VILLAGE

    MEDAK DIST

    REFERENCELAY OUT BOUNDARYEXISTING ROAD

    APPROVED L. P. BOUNDARYPROPOSED ROAD

    APPROVED L. P. ROADS

    TOTAL AREA OF OPEN SPACE (10%)

    AC 207.00

    OF ROADS (14.75%)

    AC 20.70

    AC 01.56 OF COMMON FACILITIES (0.75%) AC 30.53

    102 NOS

    DIRECTOR OF TOWN AND COUNTRY PLANNING A.P

    NO OF PLOTS

    SD/- 13-12-96

    "TRUE COPY"

    A. P. I. I. C LTD HYDERABAD

    DRAUGHTS MAN

    T.P.A

    Sd/- 5-2-97

    CHIEF ENGINEER

    Sd/- 5-2-97 Sd/-

    A. D /T.P

    A.P.I.I.C LTD HYD

    DRG NO . APIIC-T P /97-1 DT 06-02-97

    L.P.NO.11/96/A.P.I.I.CC.NO:4479/96/H2REF.NO.EW-TP/639/94-95.DT.29 396

    (THIS REVISES LP.NO.4/95 APIIC)

    APPROVED L.P.NO.6/96 A.P.I.I.CPHASE-III

    BUSTERMENUS

    PARKINGEXISTING

    30.00 M

    W I D E

    OPEN SPACE

    270M

    315M 502

    M

    81.0M

    63.5

    0M

    84.0

    M

    59.60

    M

    57.5M

    61M

    70M

    36M

    73.2

    0M10

    4M

    97.5

    0M

    90.5

    0M

    210M

    75.60MPROP.COM

    POUND WALL

    150M

    60M

    105M

    156M

    135M

    144M105M

    165M

    218M

    90M

    SITE FORCOMMON FACILITIES

    BLD.LINE 6.10MOPENSPACE

    6158

    57

    54

    4

    1 710

    8511

    14

    13 1621

    26

    2217

    30 33

    3128

    62

    64

    68

    65

    6972

    P L

    O T

    S 5

    6 X

    68M

    OPEN SPACE

    SUMP

    HOT53

    M138M

    50M

    60M

    60M60M

    84M

    P L

    O T

    S 5

    6 X

    68M

    P L

    O T

    S 5

    6 X

    65M

    BLD

    G L

    INE

    6-10

    M

    BLD

    G L

    INE

    6-10

    M

    CONTAINER DEPT.WEARHOUSING

    P L

    O T

    S 5

    0 X

    69M

    27

    36M

    36M

    105M

    120M

    84M 63M60M

    GATE B

    LDG

    LIN

    E 6-

    10M

    P L

    O T

    S 3

    0 X

    65M

    125M

    125M

    125M

    120M

    510M

    270M

    S I T

    E

    F O

    R H

    O U

    S I

    N G

    60M

    150M

    60M 60M

    125M

    125M

    BLDG.LINE 6.10MGEM AND JEWELARY

    BLDG LINE 6-10M

    BLD

    G L

    INE

    6-10

    M

    95M

    280M

    73

    74

    78

    79

    83

    P L O T S 60 X 120 M

    P L O T S 60 X 120 M

    BLDG LINE 6-10M

    BLDG LINE 6-10M

    34

    43

    44

    53

    BLD

    G L

    INE

    6-10

    M

    50 X

    100

    M

    150M

    156M

    111M

    225M

    60M

    60M

    60M

    75M 45

    M10293

    84 94

    P

    L

    O

    T

    S

    60

    X 3

    0 M

    BLD

    G L

    INE

    6.10

    M

    100M

    105M

    BLD

    .LIN

    E 6.

    10M

    105M

    PROPOSED

    20.00M

    W I D E

    R O A D

    SCALE :- 1:3000

    DY.CHIEF ENGINER

    KEY PLANNOT TO SCALE

    A.P.I.I.C. LIMITED HYDERABAD

    TO MUMBAY

    KYSARM(V)

    INDRAKAL (V)

    L.P.NO.6/96A.P.I.I.C

    L.P.NO.126/91

    PROP.SITE

    PASHAMYLARAM(V)

    MUTANGI (V)

    SITE UNDER REF

    R.ST RLY LINE

    I.D.APH-IV

    POINEER ENG

    TO MUMBAY

    NA

    GU

    RA

    PALL

    Y R

    OA

    DS

    KRISAT

    B.H.E.LAIE BHEL

    I. D. A. PH -I

    I. D. ESTATE RTC

    TO HYD

    SHAHKAR PALLY

    A. P

    . I. I

    . C.

    LAN

    D

    TO K

    YSAR

    AM (V

    )

    PRO

    POSE

    D

    125

    M

    20.0

    0 M

    W I

    D E

    R O

    A D

    PROPOSED

    30.00M

    W I D E

    ROAD

    20.0

    0MW

    I D

    E

    20.0

    0MR

    OA

    D

    RO

    AD

    RO

    AD

    20.0

    0MW

    I D

    E

    9.00 M ROAD

    ADMN BLD

    NEI

    GH

    BOU

    RS

    AG

    RIC

    ULT

    UR

    AL

    LA

    ND

    PROP. 20.00M WIDE ROAD

    PRO

    POSE

    D30

    .00

    M

    W

    I D

    E

    R O

    A D

    PROP 20.00 M

    W I D ER O A D

    20.0

    0 M

    W I

    D E

    20.0

    0 M

    W I

    D E

    R O

    A D

    PRO

    P.

    R O

    A D

    20.0

    0 M

    W I

    D E

    R O A D

    EXIS

    TING

    30.00

    M

    WID

    E

    ROAD

    TO N. H. 9

    PROP

    COM

    POUN

    D W

    ALL

    N

    30.0

    M

    30.0

    M

    24.3

    9M

    NEIGHBOUR'S LAND

    TO INDRAKAL

    PROP

    .COM

    POUN

    D W

    ALL

    O P

    E N

    S P

    A C

    E

    140M

    45M

    88M

    PROP. COMPOUND WALL

    PROP. COMPOUND WALL

  • ZAHEERABAD PROPOSED LAYOUT FOR (APII) RURAL INDUSTRIAL ESTATE AT ZAHEERABAD SCALE : 1" = 50'-0"

    REFERENCELAYOUT BOUNDARY

    EXISTING ROADS

    PROPOSED ROADS

    ROADS AREA (18.15%) ACS.04.38PLOTS AREA (76.83%) ACS.18.54ADMN.BLOCK,OPEN SPACE&OHT (04.15%) ACS.01.00TOTAL AREA ACS.24.13NO. OF PLOTS 47 NOS.EXISTING SHEDS

    1

    2

    3

    4

    5

    6

    7 89

    10

    11

    F11

    M.G. 0.11 AC

    F12

    F13

    F14

    F15

    F5

    F6

    F7

    F8

    F9

    F10

    F1 F3

    F4F2

    G1

    G1

    G2

    G2

    G3

    G3

    G4

    G4

    G5

    G5

    F5

    F6

    F7

    F1

    F2

    F3

    F4

    G6 G9

    G10G7

    G11G8

    G12

    G13G16

    G15

    G17 G14

    G15G18

    G19 G20

    BIG PLOT

    ALLOTTED TO M/S.VENKATE- SWARA CEMENT PIPES & ALLIED PRODUCTS

    BIG PLOTALLOTTED TO M/S.SHAH FOR

    MS CONSTRUCTION ACQUIPMENTS

    COMPANY ACS.1.15

    ALLOTTED PLOT

    ALLOTTED PLOT

    ALLOTTED PLOT

    0.16 AC.O.H.T.

    140' X 100'

    140' X 100'

    140' X 100'

    220'

    240'

    120'

    130'

    145'

    165'

    110' 110' 190'

    320'

    380'

    420'100'100'200'

    100'

    X 1

    40'

    160'

    160'

    110'

    110'

    100'

    100'

    150'

    150'

    150'

    170'

    167'

    615'

    1550

    '

    315'

    900'

    900'

    EXISTING 40'-0" ROAD

    EXISTING 40'-0" ROADPROPOSED 40'-0" ROAD

    EXISTING 40'-0" ROAD

    PROPOSED 60'-0" WIDE ROAD ( M.P.)

    PROP. 40'-0" ROAD

    40'-0" M.P. ROAD

    60'-0" M.P. ROAD

    PRO

    POSE

    D

    40'-0

    "

    W

    IDE

    R

    OA

    D

    PRO

    POSE

    D

    40'-0

    "

    W

    IDE

    R

    OA

    D

    PRO

    POSE

    D

    6

    0'-0

    "

    W

    IDE

    R

    OA

    D

    M

    .P..

    RO

    AD

    PRO

    POSE

    D

    60'

    -0"

    W

    IDE

    RO

    AD

    AS

    PE

    R

    M

    .P..

    RO

    AD

    A.P.S.E.B. SUB STATION

    ZAHEERABAD

    ACS.4.35 GTS.

    SITE FORADMN. BLOCKOPEN SPACEACS.0.94

    EX

    IST

    ING

    40'

    -0"

    WID

    E

    RO

    AD

    EX

    IST

    ING

    40'

    -0"

    WID

    E

    RO

    AD

    EX

    IST

    ING

    60'

    -0"

    WID

    E

    R

    OA

    D

    AL

    LO

    TT

    ED

    AL

    LO

    TT

    ED

    STREEM

    STREEM

    STREEM

    100'

    100'

    N

    20'-0" WIDE NATIONAL HIGH WAY NO.9TO SHOLAPUR TO HYDERABAD

    DIRECTOR OF TOWN & COUNTRY PLANNING GOVT. OF A.P. HYDERABAD

    EXTRACT OF DRAFT MASTERPLAN OF ZAHEERABAD TOWN SCALE:1"=400'

    100'-0" N.H. NO.9

    APSEBSTATION

    R I E ZAHEERABAD

    N

    JOINT DIRECTOR(R.P.U.I.)

    T.P.A. ASST. DIRECTOR

    SR.JOINT DIRECTOR

    TRUE COPY

    DY.CHIEF ENGINEER

    SD/-

    SD/-

    SD/-

    SD/- SD/-

    SD/-

    L.P. NO.109 / 84

  • A. P. I. I. C LTD. HYDERABADS.NO TYPE OF PLOT SIZE OF PLOT AREA OF EACH PLOT

    1. A 237.5 'X125' 3298.6 SQYDS

    2. B 150' X125' 2083.6 SQYDS

    3. C 120' X 100' 1333 SQYDS

    5. D 110'' X 100' 1122.2 SQYDS

    6. E 110'' X 100' 1111 SQYDS

    UNITSB 10 NOS

    C 4NOS

    D 12 NOS

    E 8 NOS

    REFERENCE

    1. BOUNDARY LINE

    2. TOTAL AREA

    3. EXISTING ROADS

    4. PROPOSED ROADS

    5. EXISTING SHEDS

    6. PROPOSED SHEDS

    55.00 ACRES

    DRG NO. H(1)- /81 DATE: SCALE :- 1"=100'-0"

    LAYOUT PLAN OF INDL.ESTATE - PATANCHERU MEDAK- DIST

    TRACER

    CIVIL ENGINEER

    TECH. ASST

    ZONAL ENGINEERDIV II HYD

    DY.CHIEF ENGRAPIIC HYD

    CHIEF ENGINEERAPIIC HYD

    EXTG 40'-0" WIDE ROAD

    EXTG 40'-0" WIDE ROAD

    EXTG 40'-0" WIDE ROAD

    EX

    IST

    ING

    4

    0'-0

    "

    W

    IDE

    RO

    AD

    A5

    B5

    C6 C5 C4 C3 C2

    C1

    D6D5D4D3C8C7

    E6

    E7 E8 D2 D1 D26

    E5 E4 E3 E2 E1

    D7

    D8D9

    D10

    D11

    D12

    C11

    C12

    C13

    E9

    E10

    E12

    E9

    E16

    E17

    E9

    E15

    E11/1

    E11/2

    B16

    F1

    B12

    B13

    B14

    B15

    B16A

    15A

    14

    B11

    B10B9

    B8

    B7

    B6

    C17

    C16

    C15

    C14

    C13C12

    EXIST

    ING

    4

    0'-0"

    W

    I D

    E

    R

    O

    A

    D

    EXTG 40'-0"

    WIDE

    RO

    AD

    BORE WELL

    CANTEEN

    PUNP ROOM SUMP

    ADMINISTRATIVE BUILDING

    LAND ALLOTTED TO S. B. H

    A9

    A10

    A11

    D25

    D24

    D23

    D22

    D21

    D20

    A6A7

    A8

    D19

    D18

    D17

    D16

    D15D14

    D13

    A4 A3 A2 A1

    B4 B3 B2B1

    M. N. S. S. AREA

    N. H. BOUNDARY LINEM. N. S. S. AREA

    VALVE CHAMBER

    M. N. S. S. AREAN. H. BOUNDARY LINESHOLAPUR N A T I O N A L

    H I G H W A Y NO.9TO HYDERABAD

    C18

    B 17A

    13A

    12

    EXTG 40'-0" WIDE

    ROAD

    EXTG

    40'-0"

    WID

    E R

    OA

    D

    EXTG

    40'-0"

    WID

    E R

    OA

    D

    EXTG

    40'-0"

    WID

    E

    RO

    AD

    N

    O. H. T

    STORE

    WATCH MANPUMP

    WELL

    SEPTIC TANK

  • C. F. C

    AC. 2.20

    1

    2

    3

    4

    6

    10

    5

    7

    11

    13

    16

    17

    18

    19

    21

    23

    24

    25

    29

    30

    31

    32

    33

    34

    35

    36

    37

    38

    39

    40

    41

    42

    43

    44

    45

    46

    47

    56

    57

    58

    59

    60

    61

    66

    67

    70

    69

    67

    66

    9

    10A

    11A

    12

    12A

    13A

    20

    22

    26

    27

    28

    20A

    21A

    22A

    23A

    24A

    25A

    26A

    27A

    28A

    29A

    AC. 1.83

    OPEN SPACE

    AC 5.76

    OPEN SPACE

    AC. 2.64

    2

    4

    6

    .

    0

    0

    M

    3

    1

    4

    .

    0

    0

    M

    6

    2

    .

    0

    0

    M

    1

    7

    4

    .

    0

    0

    M

    1

    1

    0

    .

    0

    0

    M

    3

    7

    7

    .

    0

    0

    M

    66A

    67A

    5

    0

    .0

    0

    M

    102.00 M

    1

    5

    3

    .0

    0

    M

    A.P.I.I.C. LTD HYDERABAD

    PROPOSED LAYOUT PLAN FOR

    AUTOMOBILE PARK IN SURVEY NO'S

    77, 78, 84, 86(P), 123(P), 124, 125, 126(P),

    127(P), 85 & 132/2 , SITUATED AT

    BUCHINELLY VILLAGE ZAHEERABAD

    MANDAL, MEDAK -DISTRICT,

    ANDHRA PRADESH.

    PR

    O

    PO

    SE

    D

    30 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    24 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    24 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    24 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    24 M

    W

    ID

    E R

    O

    AD

    COMMERCIAL SPACE

    68

    P

    R

    O

    P

    O

    S

    E

    D

    1

    5

    M

    T

    S

    W

    I

    D

    E

    S

    E

    R

    V

    I

    C

    E

    R

    O

    A

    D

    T

    O

    `

    H

    Y

    D

    E

    R

    A

    B

    A

    D

    `

    TO`M

    UMBAI`

    EX

    IST

    ING

    30.00 MT

    S

    T

    O

    B

    E

    W

    I

    D

    E

    D

    N

    E

    D

    T

    O

    6

    0

    .

    0

    0

    M

    T

    S

    W

    I

    D

    E

    N

    A

    T

    I

    O

    N

    A

    L

    H

    I

    G

    H

    W

    A

    Y

    N

    O

    .

    9

    P

    R

    O

    P

    O

    S

    E

    D

    1

    5

    M

    T

    S

    W

    I

    D

    E

    S

    E

    R

    V

    I

    C

    E

    R

    O

    A

    D

    PROPOSED 15 MTS WIDE SERVICE

    R

    O

    A

    D

    PROPOSED 15 MTS WIDE SERVICE

    R

    O

    A

    D

    144.00

    105.68

    100.13

    100.02

    100.00

    100.00

    258.93

    144.00

    100.13

    100.02

    100.00

    100.00

    AC.0.76

    AC

    1

    .9

    4

    47.00

    47.31

    44.38

    50.52

    49.00

    49.20

    58.93

    60.41

    60.65

    62.51

    62.69

    61.18

    64.00

    61.75

    64.00

    64.50

    120.00

    68.38

    98.79

    80.35

    66.90

    82.23

    PROPOSED 18.00M WIDE ROAD

    PR

    OP

    OS

    ED

    18.00M

    W

    ID

    E R

    OA

    D

    337.54

    110.86

    6.00M

    P

    AT

    HW

    AY

    71

    72 73

    75

    7677

    78

    79

    80

    81

    74

    160.00

    75.00

    152.50

    OP

    EN

    S

    PA

    CE

    OP

    EN

    SP

    AC

    E

    A

    C. 19.6

    8

    CH

    UR

    CH

    PR

    O

    PO

    SE

    D

    24 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    24 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    24 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    24 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    24 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    1

    8 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    18 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    24 M

    W

    ID

    E R

    O

    AD

    PR

    OP

    OS

    ED

    30 M

    W

    ID

    E R

    OA

    D

    PR

    OP

    OS

    ED

    30 M

    W

    ID

    E R

    OA

    D

    PR

    O

    PO

    SE

    D

    3

    0 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    30 M

    W

    ID

    E R

    O

    AD

    8

    14

    14A

    15

    15A

    48

    49

    50

    51

    52

    53

    54

    62

    63

    64

    65

    AC.1.16

    6.0

    0M

    PA

    TH

    W

    AY

    300.0

    0 M

    199.00 M

    C. F. C

    300.0

    0 M

    PA

    TH

    W

    AY

    PA

    TH

    W

    AY

    2

    2

    5

    .

    0

    0

    M

    5

    6

    9

    .

    0

    0

    M

    3

    1

    5

    .0

    0

    M

    21

    8.0

    0 M

    E

    X

    I

    S

    T

    I

    N

    G

    R

    O

    A

    D

    T

    O

    B

    E

    D

    I

    V

    E

    R

    T

    E

    D

    PR

    O

    PO

    SE

    D

    1

    8 M

    W

    ID

    E R

    O

    AD

    P

    R

    O

    P

    O

    S

    E

    D

    2

    4

    M

    W

    I

    D

    E

    R

    O

    A

    D

    P

    R

    O

    P

    O

    S

    E

    D

    2

    4

    M

    W

    I

    D

    E

    R

    O

    A

    D

    PR

    O

    PO

    SE

    D

    1

    8 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    18 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    18 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    18 M

    W

    ID

    E R

    O

    AD

    PR

    O

    PO

    SE

    D

    1

    8 M

    W

    ID

    E R

    O

    AD

    AC

    .1.5

    6

    PR

    O

    PO

    SE

    D

    18 M

    W

    ID

    E R

    O

    AD

    P

    R

    O

    . 18M

    W

    ID

    E

    R

    O

    A

    D

    OPEN SPACE

    AC. 1.40

    AC.0.81 AC.1.03AC.1.05

    84.25

    70.9968.37

    67.94

    AC.1.23

    AC.1.56

    AC

    . 1.0

    0

    AC.1.50

    AC.2.03

    AC.1.90

    AC.1.56

    AC.1.54

    AC. 5.17

    AC. 4.21

    AC. 3.87

    AC. 2.26

    AC. 5.44

    AC. 5.44

    AC. 2.43 AC. 4.18

    AC. 5.79

    AC. 28.90

    AC

    . 4.6

    0

    AC

    . 3.9

    0

    AC

    .3.9

    0

    AC

    . 10.5

    0

    AC

    .5.1

    4

    AC

    .5.1

    4

    AC

    .4.9

    7

    AC

    .3.9

    4

    AC

    .1.2

    4

    AC

    .0.9

    3

    AC

    .5.3

    6

    AC

    .5.3

    8

    AC

    .1.5

    2

    AC

    .1.5

    2

    AC

    .1.5

    2

    AC

    .1.5

    2

    AC

    .1.3

    6

    AC

    .1.6

    6

    AC

    .2.3

    1

    AC

    .2.9

    8

    AC

    .2.2

    2

    AC

    .2.2

    2

    AC

    .2.3

    9

    AC

    .2.4

    1

    AC

    .2.4

    1

    AC

    . 0.9

    8

    AC

    .1.6

    3

    AC

    .1.6

    3

    55

    AC

    . 0.9

    8

    AC

    . 0.9

    8

    AC

    . 0.9

    8

    AC

    . 0.9

    8

    AC

    . 0.9

    8

    AC

    . 0.9

    8

    AC

    . 0.9

    8

    AC

    . 0.9

    8

    AC

    . 0.9

    8

    AC

    . 1.0

    0

    AC

    . 1.0

    0

    AC

    . 1.0

    0

    AC

    . 1.0

    0

    AC

    . 1.0

    0

    AC

    . 1.0

    0

    AC

    . 1.0

    0

    AC

    . 1.0

    0

    AC

    . 1.0

    0

    PR

    O

    PO

    SE

    D

    18 M

    W

    ID

    E R

    O

    AD

    AC.5.62

    AC

    .1.6

    3

    AC.8.21

    AC

    . 1.0

    3

    AC

    . 1.0

    3

    AC

    . 1.0

    3

    AC

    . 1.0

    3

    AC

    . 1.0

    3

    AC

    . 1.0

    3

    AC

    . 1.1

    6

    AC

    . 1.1

    6

    AC

    . 1.1

    6

    AC

    . 1.1

    6

    AC

    . 1.1

    6

    AC

    . 1.1

    6

    470.00 M

    86/2

    78

    77

    124

    123/2

    125

    126/2

    AC

    .1.2

    0

    AC

    .1.2

    0

    AC

    .1.2

    5

    AC

    .1.2

    7

    12.2

    0 M

    WID

    E R

    OA

    D

    43.86

    48.20

    W

    ID

    E

    R

    O

    A

    D

    E

    X

    IS

    T

    IN

    G

    V

    IL

    L

    A

    G

    E

    R

    O

    A

    D

    T

    O

    B

    E

    W

    ID

    E

    N

    E

    D

    T

    O

    1

    8

    M

    W

    ID

    E

    R

    O

    A

    D

    T

    O

    V

    IL

    L

    A

    G

    E

    69A

    242.89

    362.29

    6.0

    0M

    PA

    TH

    W

    AY

    6.0

    0M

    PA

    TH

    W

    AY

    127/2

    132/2

    85

    84

    9

    1

    M

    198 M

    2

    3

    9

    M

    2

    0

    7

    M

    PROPOSED 18.00M WIDE ROAD

    2

    4

    3

    .0

    0

    M

    L A N D U S E A NA L Y S ISLAYOUT BOUNDARY :

    EXISTING ROADS :

    PROPOSED ROADS :

    TOTAL LAYOUT AREA:

    PLOTTED AREA :

    ROADS AREA :

    OPEN SPACE AREA :

    TOTAL NO.OF PLOTS :

    314.16 AC 100.00%

    52.26 AC 16.64%

    31.42 AC 10.00%

    100 Nos

    214.45 AC 68.26%

    C. F. C. AREA 7.82 AC 2.49%

    COMMERCIAL AREA 8.21 AC 2.61%

    TOTAL ROAD LENGTHS 10080.21 MTS/10.08KM

    ASST.MANEGER/T

    MANEGER/E

    DY.GEN.MANEGER/E

    ADVISOR-II A.P.I.I.C.HYD.

    NSCALE = 1:2000

    TO`MUM

    BAI`

    T

    O

    `

    H

    Y

    D

    E

    R

    A

    B

    A

    D

    `

    KEY PLAN

    N.T.S

    132/2

    123/2

    85

    86/2

    86/1

    84

    124

    127/2

    127/2

    126/2

    78

    77

    126/1

    127/1

    132/1

    133/1

    123/2

    123/1

    121

    87

    85

    83

    79

    76

    131/1

    132/2

    T

    U

    M

    K

    U

    N

    T

    A

    S

    IR

    O

    R

    BU

    RD

    IP

    OD

    S

    IR

    OR

    PR

    OP

    OS

    ED

    18 M

    W

    ID

    E R

    OA

    D

  • PRIV

    AT

    E G

    AR

    DE

    N

    P L O T S 48X72 M

    P L O T S

    P L O T S

    48X60 M

    P L O T S

    48X60 M

    P L O T S 36X56 M

    P L O T S 36X68 M

    P L O T S 36X56 M

    P L O T S

    P L O T S

    P L O T S

    P L O T S

    P L O T S48X80 M

    P L O T S48X80 M

    P L O T S48X88 M

    P L O T S72X100 M

    LAND RESERVED FOR

    M/S.LIPTON INDIA

    (ACS.10.12)

    LA

    ND

    RE

    SER

    VE

    D FO

    RH

    IND

    UST

    AN

    LE

    VE

    RS

    (AC

    S.30.40)

    SUG

    AR

    FAC

    TO

    RY

    AD

    MI.B

    LD

    G (A

    CS.6.46)

    PROP. 18.3 M WIDE ROAD

    PRO

    P. 18.3 M W

    IDE R

    OA

    D

    PRO

    P. 18.3 M W

    IDE R

    OA

    D

    PROP. 15.2 M WIDE ROAD

    PROP. 15.2 M WIDE ROAD

    24.0M WIDE TO BE WIDENCED TO 30.00M ROAD

    OPEN SPACE

    ACS.14.85

    PROPOSED 18.3 M W

    IDE ROAD

    P L O T S

    PROPOSED 18.3 M WIDE ROAD

    P R O P O S E D

    PRO

    P. 18.3 M W

    IDE R

    OA

    D

    12.20 M ROAD

    18.3 MEXISTING

    PROP. 18.3 M W

    IDE ROAD

    OPEN

    SPAC

    EA

    CS.10.96

    P L O T S48X68 M

    ROADS

    PROP. 18.3 M WIDE ROAD

    PROP.

    18.3 M

    ROAD

    12.2M RO

    AD

    12.2M

    WIDE

    ROAD

    R I V

    E R

    H A L D I

    TO

    NA

    GA

    PUR

    p r o p o s e d 7 m

    green belt

    P R O

    P O S E

    D R

    O A

    D

    EX

    ISTIN

    G 60.00M

    TS(200'-0") W

    IDE

    P R O

    P O S E

    D R

    O A

    D

    NA

    TIO

    NA

    L H

    IGH

    WA

    Y N

    O.7 R

    OA

    DW

    I D E

    S E R V

    I C E7.0 m

    wide green belt

    230m

    230m

    77.0m

    77.0m

    60m

    60m

    58m

    77.0m

    77.0m

    178.0m

    178.0m

    60m

    58m

    60m

    REFERENCE:LAYOUT BOUNDARYEXISTING ROADSPROPOSED ROADSTOTAL LAYOUT AREAPLOTS AREAROADS AREAOPEN AREACOMMON AREANO.OF PLOTSTOTAL LENGTH OF ROADS

    ACS:270.60ACS:207.85 76.81%ACS:30.48 11.26%ACS:25.81 09.54%ACS:06.46 02.39%

    137 Nos.6.936 KM

    DRG.NO.HI-5/90-91 DATE: SCALE:1:2400

    A.P.I.I.C.HYD.

    PROPOSED LAYOUT PLAN FORINDL. DEV.AREA AT ISLAMPUR (V)TOOPRAN-MANDAL -MEDAK -DIST.

    Draughtsman

    Civil Engineer

    Tech.officer

    Dy.Chief Engineer Chief Engineer

    Sd/-31/5/90

    Sd/-04/06/90

    Sd/-04/06/90

    Sd/-06/06/90

    APIIC.hyd APIIC.hyd

    N

  • 265.90

    G

    L

    O

    B

    I

    O

    N

    L

    T

    D

    R

    O

    A

    D

    2

    SEZ-1

    B

    P

    B

    P

    G

    3

    100.

    00

    215.26

    73.76

    51.5318.03

    75.89

    38.72

    71.2854.62

    21.331

    6.18

    35.9157.18 5

    5.39

    47.3

    626.81

    31.8639.44

    41.87

    38.52

    22.9

    3

    45.71

    62.90

    142.69

    192.23

    94.50

    34.15

    30.97

    212.14

    55.13

    206.

    67

    168.

    41

    120.

    00

    200.00

    56.49

    31.16 40.24

    35.5

    2

    26.80

    37.16

    34.04

    32.36 24.13

    77.09

    119.

    99

    83.6

    2

    58.12

    92.8

    7

    105.

    07

    66.6

    9

    52.40

    100.29

    100.

    0211

    6.58

    103.

    4210

    0.00

    100.

    00

    55.9

    557.

    23 200.65

    143.

    65

    144.

    43

    201.69

    185.00

    91.80

    85.3

    1

    135.

    95

    200.00

    225.26

    98.9

    594.5

    9

    132.

    23

    162.37

    135.10

    68.8

    0

    63.00

    60.5

    2

    61.2

    0

    147.15

    139.07

    131.08

    60.5

    260

    .52

    P-8/D

    154.92

    233.

    20

    39.20

    74.17

    93.6

    5

    134.22 21.50

    88.4

    4

    90.44

    17.2716.53 52.

    65147.62 64.78

    199.78

    200.00

    89.51

    120.04

    200.00

    200.00

    100.

    00

    100.

    00

    200.00

    200.00

    100.

    00

    100.

    00

    200.00

    100.

    00

    200.00

    100.

    00

    61.5

    2

    229.87

    74.4

    910

    0.00

    20.48

    191.29

    142.

    54

    200.00

    100.

    00

    62.4

    2 201.38

    130.

    3464

    .42

    204.45

    99.3

    3

    119.43

    92.4

    189

    .82

    110.47

    98.10

    143.

    2778

    .95

    100.

    52

    151.81

    151.45

    R

    &

    B

    R

    O

    A

    D

    200.00200.00

    200.00

    100.

    0010

    0.00

    198.64201.36

    200.00

    204.19

    130.61

    78.26

    113.7

    6

    14.34

    91.66

    44.69

    130.4

    7

    39.79

    33.39

    50.53

    121.01

    35.25

    44.15 24.79

    6.1271.26

    41.56

    23.2

    3

    102.7

    0

    71.42

    74.86

    62.28

    66.59

    41.35

    97.42

    135.26

    152.7

    5

    120.3

    4

    160.

    22

    174.

    40

    117.

    91

    131.13

    108.13

    119.87

    PR

    OP

    15 M

    W

    ID

    E R

    OA

    D

    1.1

    3 A

    C

    200.00

    SEZ-2

    SEZ-3

    SEZ-4

    SEZ-5

    SEZ-6

    SE

    Z-7

    SE

    Z-8

    S

    E

    Z-9

    SE

    Z-10

    SE

    Z-11

    SE

    Z-12

    SE

    Z-13

    SE

    Z-14

    SE

    Z-15

    SE

    Z-16

    SE

    Z-17

    SE

    Z-18

    SE

    Z-19

    PLA

    C

    E L

    EF

    T F

    O

    R

    D

    R

    AIN

    C

    FC

    C

    FC

    59.03

    55.74

    PLOT -1

    PLOT -2

    PLOT -3

    PLOT -4

    P-5

    PLOT -6

    P -7

    P-8

    P-8/C

    P-8/B

    P-8/A

    P -9

    P -10

    P -12

    P -13

    P -11

    P -14

    P -15

    P -16

    P -17

    P -18

    P -19

    P -20

    P -21

    P -22

    P -23

    P -24

    P -25

    P -27

    P -

    29

    P -26

    P -30

    P -31

    P -32

    P -33

    P -34

    P -35

    P -36

    P -37

    P -38

    P -39

    P -41

    P -42

    P -43

    P -44

    P -45

    P -46

    P -47

    P -52

    P -54

    P -53

    P -55

    P -50

    P -49

    P -59

    P -60

    P -61

    P -62

    P -63

    P -64

    C

    ET

    P

    P -48

    P -57

    P -58

    P -40

    P -51

    P -56

    PROP 1

    5 M WI

    DE RO

    AD

    200.00

    200.00

    120.

    00

    100.

    00

    57.5

    2

    34.0

    3

    81.1

    9

    146.97

    199.86

    28.3

    567

    .04

    61.75

    30.4

    551

    .54

    45.1951.47

    74.1160.19

    50.5950.73

    80.0

    0

    87.38

    60.0

    0

    51.3

    5

    51.35

    150.6

    1

    100.

    17

    163.08

    161.69

    65.6

    1

    63.1

    5

    150.

    63

    87.8

    1

    100.

    00

    253.90

    251.21

    154.3

    9

    185.02

    185.00

    185.00

    88.3

    710

    0.00

    100.

    0012

    0.00

    108.10

    103.6345.76

    82.0

    710

    0.00

    114.50114.22

    106.87

    114.

    5211

    5.24

    112.85

    129.22

    104.32

    116.40

    91.63

    121.89

    91.5791.57

    90.0

    0

    R

    &

    B

    R

    O

    A

    D

    R

    &

    B

    R

    O

    A

    D

    170.

    44

    86.1

    912

    .91

    95.87

    122.4

    8

    345.1

    9

    60.30

    87.65

    75.74

    116.

    2911

    7.74

    113.09 105.56

    232.21

    73.3

    796

    .28

    92.7

    2

    103.75

    PV

    T L

    AN

    D

    PV

    T L

    AN

    D

    PV

    T L

    AN

    D

    PV

    T L

    AN

    D

    PV

    T L

    AN

    D

    PV

    T L

    AN

    D

    PV

    T L

    AN

    D

    PV

    T L

    AN

    D

    PV

    T L

    AN

    D

    PV

    T L

    AN

    D

    PV

    T L

    AN

    D

    89.0

    5

    71.12

    43.7

    0

    24.0536.34

    23.5

    646

    .87

    100.0

    5

    117.80

    152.34

    194.28

    150.30

    65.18

    41.57

    148.62

    55.93

    81.23168.25

    142.45

    394.52

    140.98

    153.82

    66.16

    164.6

    4

    199.76

    123.6445.85

    64.58

    56.16

    86.61

    73.54

    44.77 42.76

    71.14

    49.16

    120.77

    132.

    47

    60.20

    80.4

    680

    .46

    113.

    4496

    .41

    186.

    30

    85.7

    0

    31.1290.12

    527.00

    28.3889.59

    531.27

    101.

    60

    33.39

    136.45

    461.79

    125.

    83

    100.

    08

    209.46

    PROPOSED 30.00 M WIDE ROAD

    PROPOSED 30.00 M WIDE ROAD

    EX

    IST

    ING

    3

    0.00

    M

    WID

    E

    RO

    AD

    EX

    IST

    ING

    30

    .00

    M

    W

    IDE

    RO

    AD

    PRO

    POSE

    D

    30.

    00 M

    W

    IDE

    R

    OA

    D

    EX

    IST

    ING

    3

    0.00

    M

    WID

    E

    RO

    AD

    EX

    IST

    ING

    3

    0.00

    M

    WID

    E

    RO

    AD

    EX

    IST

    ING

    3

    0.00

    M

    WID

    E

    RO

    AD

    PRO

    P. 3

    0.00

    M W

    IDE

    RO

    AD

    EXISTING 30.00 M WIDE ROAD

    EXISTING 30.00 M WIDE ROAD

    PROPOSED 30.00 M WIDE ROAD

    EXISTING 30.00 M WIDE ROAD

    EXSTG. 30.00 M WIDE ROAD

    EXISTING 30.00 M WIDE ROAD

    EXISTING 30.00 M WIDE ROAD

    TO KOTYAL(V)

    DR

    AIN

    100.

    00

    115.

    85

    104.

    1510

    0.00

    TO L

    AX

    MA

    PUR

    (V)

    KARK

    APAT

    LA

    VILLA

    GE

    NON SEZ- BOUNDARY

    SEZ- BOUNDARY

    EXISTING ROAD

    PROPOSED ROAD

    LAY OUT AREA

    SEZ AREA

    NON SEZ AREA

    608.92 AC

    100.00 AC

    508.92 AC

    SEZ LAND USE ANALYSIS NON SEZ LAND USE ANALYSIS

    TOTAL AREALAND TO BEACQUIRED ( - )

    611.92 AC

    02.30 AC

    REFERENCE

    CHIEF ENGINEER -II

    ASST.MANAGER/T

    MANAGER/E

    DY.GENERAL MANAGER/E

    PRO

    POSE

    D

    3

    0 M

    WID

    E

    RO

    AD

    PRO

    POSE

    D

    30 M

    W

    IDE

    RO

    AD

    PRO

    POSE

    D 3

    0 M

    WID

    E R

    OA

    D

    PRO

    POSE

    D

    30

    M

    WID

    E

    R

    OA

    D

    OPEN SPACE ACS.10.00

    OPEN SPACEACS.2.55

    OPEN SPACEACS.5.21

    OPEN SPACEACS.8.15

    10.00

    M W

    IDE

    G

    REEN

    BEL

    T

    10.00M WIDE GREEN BELT

    10.00M WIDE GREEN BELT

    10.00M

    WIDE

    GREEN

    BELT

    10.00M WIDE GREEN BELT

    10.00

    M W

    IDE

    G

    REEN

    BEL

    T

    10.0

    0M W

    IDE

    G

    REE

    N B

    ELT

    10.00M WIDE GREEN BELT

    10.00M WIDE GREEN BELT

    TO KARKAPATLAVILLAGE

    PV

    T L

    AN

    D

    PV

    T L

    AN

    D

    EXISTING 18.00 M WIDE ROAD

    EXIS

    TIN

    G

    3.

    00 M

    WID

    E

    RO

    AD

    EXIS

    TIN

    G

    3.00

    M

    WID

    E

    RO

    AD

    R

    &

    B

    R

    O

    A

    D

    OPEN SPACEACS.13.79

    OPEN SPACEOPEN SPACE

    123.

    5995

    .72

    136.

    01

    128.

    65

    132.

    68

    212.

    42

    198.64

    198.64

    59.34

    128.

    64

    180.95

    99.87

    138.

    74

    89.8

    2

    130.94

    115.79

    38.41

    121.

    51

    163.85

    151.26

    71.0264.83

    261.39

    189.61

    32.70

    81.73

    137.46

    35.45

    94.35

    24.29

    205.50

    18.59

    22.44100.

    0010

    0.00

    100.

    0010

    0.001

    00.0

    010

    0.00

    100.

    00

    100.

    00

    120.

    00

    120.

    00

    158.

    00

    192.

    00

    SUBSTATIONACS.3.98

    80.0

    0

    80.0

    0

    100.

    00

    PROPOSED LAY OUT PLAN OF BIOTECH

    PARK, PHASE-III (INCLUDING SEZ), AT

    KARKAPATLA (V), MULUGU (M),

    MEDAK- DISTRICT.

    W

    N

    E

    S

    SCALE : 1 : 400051.59

    33.32

    80.85

    200.49

    211.88

    97.87

    94.50

    115.96

    16.1

    8

    75.19

    11.07

    O

    P

    E

    N

    A

    C

    .

    0

    .

    7

    7

    PRO

    POSE

    D

    15.

    2 M

    W

    IDE

    RO

    AD

    PRO

    POSE

    D

    15.

    2 M

    W

    IDE

    R

    OA

    D

    183.22

    189.

    81

    185.21

    70.31

    82.18

    255.52

    37.3

    411

    8.28

    P-55/A

    ACS.7.00

    ACS.3.79

    283

    284

    280

    279

    278

    277

    276

    291 TO 29

    3

    2

    9

    5

    T

    O

    3

    0

    6

    294

    307 TO 31

    8

    320

    319

    281

    282

    10.00 MTS.PLACE LEFT FOR DRAUN AS PER SITE CONDITION10.00 MTS.PLACE LEFT FOR DRAUN AS PER SITE CONDITION

    11 KV HT LINE TOBE

    SHIFTED

    LT LINR TOBESHIFTED

    11 KV HT LINE TOBE

    SHIFTED

    LT LINR TOBESHIFTED

    15.0

    0M

    6.00M

    15.0

    0M

    6.00M

    TEMPLE

    PRO

    POSED

    15.20M W

    IDE IN

    SPECTIO

    N R

    OA

    D

    PROP

    10 M

    WID

    E G

    REEN

    BEL

    T

    PROP

    15 M

    WID

    E RO

    AD

    45.93

    96.38

    67.55 19.3

    1

    83.88

    110.63

    115.96

    153.95

    113.44

    74.21

    47.38

    44.70

    107.62PR

    OPO

    SED 10.00M

    WID

    E GR

    EEN BELT

    PROPOSED 10.00M W

    IDE GREEN BELT

    PRO

    POSED

    15.20M W

    IDE IN

    SPECTIO

    N R

    OA

    D

    180.

    50

    PRO

    POSED

    10.00M W

    IDE G

    REEN

    BELT

    66.84

    P -28

    w

    e

    t

    l

    a

    n

    d

    s

    235.71

    379.

    29

    PROPOSED 10.00M WIDE GREEN BELT

    PROPOSED 10.00M WIDE GREEN BELT

    PROPOSED 10.00M WIDE GREEN BELT

    O

    P

    E

    N

    A

    C

    S

    .

    1

    .

    2

    0

    P -2

    9/A

    0.7

    3 A

    C

    84.6

    9

    435.21

    39.1914.1

    2

    85.74

    189.5

    5

    156.

    69

    C F CACS.3.57

    C F CACS.1.71

    SE

    Z-2

    0

    OPEN SPACEACS.19.66

    PV

    T L

    AN

    D

    P

    R

    O

    P

    O

    S

    E

    D

    332.71332.71

    282.20

    140.69

    59.24

    3

    0

    .

    0

    0

    M

    W

    I

    D

    E

    R

    O

    A

    D

    PLOT 1/

    PART

    P

    R

    O

    P

    O

    S

    E

    D

    3

    0

    .

    0

    0

    M

    W

    I

    D

    E

    R

    O

    A

    D

    113.27

    166.5

    3

    GREEN BELT 10M WIDE

    TOTAL AREA 100.00AC

    97.08AC

    ROAD EFFECTED(- 2.92 ACS )

    OPEN SPACE

    20.01

    ROADS AREA

    C . F . C . AREA

    03.13 AC10.00 AC19.37 AC

    2.72 AC

    PLOTTED AREA 61.86AC

    TOTAL NO. OF PLOTS 20

    (100.00 %)(63.72%)(19.95%)(10.30%)

    ( 03.23%)

    (02.80%)

    OPEN SPACE (10.09%)

    ROADS AREA (14.32%)

    C . F . C . AREA (1.82%)

    TOTAL NO. OF PLOTS(INCL.BI NUMBERS)

    51.33 AC

    72.88 AC

    09.26 AC

    70

    PLOTTED AREA (73.77%)(incl.10m green belt)

    375.45AC

    TOTAL AREA (100.00 %) 508.92 AC

    NET AREA

    NOW PROPOSED MASTER PLAN ROAD 30.00 M WIDE

    ORIGINAL PROPOSED MASTER PLAN ROAD 30.00 M WIDEBY HMDA

    AREA EARMARKED FOR CONSERVATION ZONE IN MASTERPLAN OF HMDA- REQUEST FOR CHANGE LAND USEMANUFACTURING ZONE

    PROPOSED DRAIN 1.00 M WIDE

    EXISTING NALA TO BE DIVERTED THROUGH DRAIN

    CHIEF GENERAL MANAGER/E

    PROPOSED 10 M WIDE DRAIN

    1

    2

    1 M DIA 1V PIPE CULVERT

    1 M DIA 2V PIPE CULVERT

    2

    1

  • OPEN SPACE6.62 AC

    EXIS

    TING

    18.30

    M W

    IDE

    ROAD

    PRO

    POSE

    D 12

    .30 M

    WID

    E RO

    AD

    PROPOSED 12.30 M WIDE ROAD

    PRO

    POSE

    D 1

    2.30

    M W

    IDE

    RO

    AD

    EXIS

    TING

    18.30

    M W

    IDE

    ROAD

    EXTG

    . 18.3

    0 M W

    IDE

    ROAD

    PROP

    . 18.30 M W

    IDE ROAD

    400.65 M

    94.04 M

    PNO.10/R3

    PNO.10/R2

    PNO.10/L1PNO.10/L2PNO.10/L3

    PLOT NO.10K

    PLOT NO.10/M4

    1.06AC

    PLOT NO.10/M5

    0.84 AC

    PLOT NO.10/M2

    PLOT NO.10/M3

    PLOT NO.10/M1

    PLOT NO.10/M6 0.82 AC

    84.71 M

    PNO.10/R10.35 AC

    57.88

    M

    39.84

    M

    30.28

    M

    30.29

    M

    14.80

    M

    11.11

    M

    28.74

    M

    28.74

    M

    27.41

    M

    40.00

    M

    174.00 M

    38.00 M

    10/K4

    10/K3

    10/K4

    10/K1

    50.15 M 29.41M

    55.91 M

    28.37

    M

    78.78 M

    93.38 M

    62.14 M

    15.30 M

    26.2

    4 M

    44.10 M

    118.38 M

    136.32 M

    41.39 M

    41.94 M

    81.60

    M77.49

    M

    68.88

    M

    59.00

    M

    48.00 M

    63.90

    M

    59.20

    M

    47.93 M

    69.24M

    39.77M

    134.3

    7M

    206.3

    5M

    165.

    40 M

    36.23M

    84.51M

    33.7

    4M

    39.66 M

    60.12

    M

    81.12M

    44.4

    7 M

    79.22M

    18.30M

    A. P. I. I. C. LTD., H Y D E R A B A DPROPOSED LAY OUT PLAN FOR EXPANSION OFPHASE-III, IN SY.NOS.498 TO 505 & 511 TO 516,519/P, 520/P,524 TO 527 SITUATED AT INDL.PARKPASHAMYLARAM, MEDAK DISTRICT, A.P.

    LAND USE ANALYSISLAY OUT BOUNDARY

    PLOTTED AREA : 18.37 AC 60.63 %

    PROPOSED ROADSEXISTING ROADSTOTAL LAY OUT AREA : 30.30 AC 100.00 %

    ROADS AREA : 3.81 AC 12.57 %

    OPEN SPACE AREA : 8.12 AC 26.80 %

    TOTAL NO. OF PLOTS : 18 NOS

    ROAD

    TO

    PASH

    AMYL

    ARAM

    PSM

    TO N

    H-9

    EXTG

    . 30.0

    0 M W

    IDE

    ROAD

    EXIS

    TING

    18.

    30 M

    WID

    E RO

    AD

    42.50 M

    1.35 AC

    1.06 AC

    0.81 AC

    0.76AC

    0.84 AC

    0.62 AC

    0.63 AC

    0.28 AC0.33 AC

    0.23 AC

    0.77 AC

    0.96 AC

    0.31 AC

    ASST.MANAGER/T

    DY.GENERAL MANAGER

    GENERAL MANAGER

    ENGINEER-IN-CHIEFA.P.I.I.C LTD HYDERABAD

    A.P.I.I.C LTD HYDERABAD

    N

    SCALE:- 1:1000

    APIIC,PH-I

    PRIVATE LANDS

    GOVT LANDS

    PRIV

    ATE

    LAND

    S

    ISNA

    PUR

    TA

    NK

    PRIVATE LANDS

    8

    9

    .

    1

    9

    PLOT NO.10/M7

    ENCROCHMERNT

    7.09AC

    OPEN SPACE

    0.15 AC

    open space

    GOVT LANDS

  • TT

    P L O T S50 X 78 MTS.

    P L O T S26 X 38 MTS.

    P L O T S26 X 45 MTS.

    P L O T S45 X70.5 MTS.

    P L O T S26 X45 MTS.

    P L O T S45.8X70.5 MTS.

    P L O T S28 X46.5 MTS.

    P L O T S28 X46.5 MTS.

    P L O T S28 X46.5 MTS.

    P L O T S45 X70.5 MTS.

    P L O T S49.5X70.5 MTS.

    P L O T S

    120X190 MTS.

    P L O T S

    82.5X100 MTS.

    P L O T S25X45 MTS.

    P L O T S25 X45 MTS.

    EXISTING SHEDS

    P L O T S

    100 X190 MTS.

    EXISTING SHEDS

    P L O T S59.8X90 MTS.

    P L O T S

    35X60 MTS.

    P L O T S59X107 MTS.

    P

    L O

    T S

    52X

    75 M

    TS.

    P

    L O

    T S

    30X

    45 M

    TS.

    P

    L O

    T S

    90X

    147M

    TS.

    P

    L O

    T S

    45X

    75 M

    TS.

    P

    L O

    T S

    52X

    75 M

    TS.

    A.P

    .I.I.C

    . S

    I T E

    P

    L O

    T S

    32X

    52.5

    MTS

    .

    P

    L O

    T S

    32X

    52.5

    MTS

    .

    P

    L O

    T S

    25X

    46.5

    MTS

    .

    P

    L O

    T S

    25X

    46.5

    MTS

    .P H A S E - II

    P H A S E - I

    A.P.S.E.B.SUB.STATIONACS.4.70

    P A R K

    P L O T S

    120X190 MTS.

    P

    L O

    T S

    51.3

    X80

    .00M

    TS.

    telephoneexchangeacs.2.19

    social & labourwel;fare centreacs.4.50

    ware housinggodownsacs.5.34

    L.P.NO.12/91/APIIC

    open space

    openspaceacs.7.25

    P A R K

    o t h e r s l a n dopen spaceopen space

    1

    3

    4

    7/2 7/1

    3

    1

    4

    8

    13

    14

    isnapur

    102

    10/B

    11

    9/2

    9/1

    3320

    2726 9

    10

    1619

    41 34

    38

    37

    283

    282

    97

    98276

    277

    272

    281

    92

    96

    261

    257

    266

    262

    271

    267

    247

    249

    224

    235

    246

    250

    256240

    239

    220

    219

    212

    229

    230

    225

    234

    84

    78

    90

    91

    85

    2324

    28 197372

    6347

    43 6768 77

    52

    207

    48

    211

    58

    57 62

    5336

    35

    29

    42

    132 123

    115124910

    16 1

    109

    108 114

    103

    202

    203 199

    206

    190 189

    198 181180 163

    172 171137

    138 133

    142

    143

    152

    147

    148

    157

    158 153

    162

    P L O T S

    P R O P O S E D 30.00 M T S . W I D E R O A D

    P R O P O S E D 30.00 M T S . W I D E R O A D

    P R O P O S E D 30.00 M T S . W I D E R O A D

    P R O P O S E D 100'.00 " W I D E R O A DP R O P O S E D 100'-0" W I D E R O A D

    P R O P O S E D 100'-0" W I D E R O A DP R O P O S E D 18.30 M T S . W I D E R O A D

    P R O P O S E D 18.30 M T S . W I D E R O A D

    P R O P O S E D 100'.00 " W I D E R O A D P R O P O S E D 30.00 M T S . W I D E R O A D

    P R O P O S E D 100'.00 " W I D E R O A D

    P R O P O S E D 30.00 M T S . W I D E R O A D

    EXISTING 24.00 M T S . W I D E R O A D

    E X

    I S

    T I N

    G

    1

    8.30

    M T

    S .

    W

    I D

    E

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    D

    P R O P O S E D 18.30 M T S . W I D E R O A D

    P R O P O S E D 18.30 M T S . W I D E R O A DP R O P O S E D 18.30 M T S . W I D E R O A D P R O P O S E D 18.30 M T S . W I D E R O A D

    P R O P O S E D 18.30 M T S . W I D E R O A D

    P R

    O P

    O S

    E D

    18.

    30 M

    T S

    .

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    18

    .30

    M T

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    W

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    18

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    M T

    S .

    W

    I D

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    P R

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    E D

    18.

    30 M

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    .

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    24

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    18.

    30 M

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    .

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    P R

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    18.

    30 M

    T S

    .

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    ,

    18.3

    0 M

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    . W

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    18.3

    0 M

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    24

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    24.0

    0 M

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    P R

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    24.0

    0 M

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    24.0

    0 M

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    PP. L

    .P.N

    O.3

    42/8

    2SI

    TE O

    F A

    PIIC

    A.P

    .I.I.C

    .

    S I T

    E

    TO P

    ASH

    AM

    YLA

    RA

    M

    EXIS

    TIN

    G

    18.

    30 M

    T S

    .

    W I

    D E

    R O

    A D

    EXIS

    TIN

    G

    18.

    30 M

    T S

    .

    W I

    D E

    R O

    A D

    EXIS

    TIN

    G

    18.

    30 M

    T S

    .

    W I

    D E

    R O

    A D

    EXIS

    TIN

    G

    18.

    30 M

    T S

    .

    W I

    D E

    R O

    A D

    EXIS

    TIN

    G

    18.

    30 M

    T S

    .

    W I

    D E

    R O

    A D

    FILE NO.5593/91/DBREF:NO,7325(1)/90-91/927 Dt.5-7-91THIS REVISES IN L.P.NO.543/82

    LAYOUT BOUNDARYEXISTING ROADSPROPOSED ROADSOPEN SPACEBUILDING LINE

    LAND USE ANALYSIS TOTAL AREA ACS.572.11

    AREA UNDER PLOTS ACS.391.61 68.44 %

    AREA UNDER ROADS ACS. 88.67 15.50 %

    AREA UNDER OPEN SPACES ACS. 34.33 6.00 %

    AREA UNDER SEWARAGE DISPOSAL ACS. 30.53 5.34 %

    AREA UNDER COMMON FACILITIESADMN.BLDG., APSEB., TEL.EXCHANGE, ACS. 26.91 4.72 %WARE HOUSING & WELFARE CENTRE TOTAL :- ACS.572.11 100.00 %

    TOTAL NO.OF PLOTS. 283 NOS.

    PASHAM-MYLARAM VILLAGE (APIIC)REVISED LAYOUT PLAN OF INDUSTRIAL SHIP AT PASHAM-MYLARAM, MEDAK -DISTRICT

    indl. complexpashamylaram

    kyasaramvillage

    pashamylaramvillage

    phase-i housing

    muttangi i.d.a. phase-ii

    poineer engs.syndicate

    ida.phase-ivpatancheru indl.areaida.phase-iii & v

    indl.estate ptc.

    ida.phase-i

    icrisat aie bhel

    B.H.E.L.

    99

    K E Y P L A N N.T.S.

    DIRECTOR OF TOWN & COUNTRY PLANNING GOVT. OF A.P. HYDERABAD

    DY.CHIEF ENGINEERAPIIC LTD.,HYD.

    SD/- 8-8-91

    SD/- 29-10-91

    ""TRUE COPY""

    TO B O M B A Y

    TO H Y D

    TO H Y D

    TO H Y DTO B O M B A Y

    SHANKAR PALLYRAILWAY STATION

    BROAD G

    AUGE R

    AILWAY

    LINE

    NA

    GU

    LAPA

    LLY

    RO

    AD

    N

    A.P.I.I.C.LTD., HYDERABAD

    R E F E R E N C E

    8

    E X

    I S

    T I N

    G

    1

    8.30

    M T

    S .

    W

    I D

    E

    R

    O A

    D

    E X

    I S

    T I N

    G

    1

    8.30

    M T

    S .

    W

    I D

    E

    R

    O A

    D

    E X

    I S

    T I N

    G

    1

    8.30

    M T

    S .

    W

    I D

    E

    R

    O A

    D

    E X

    I S

    T I N

    G

    1

    8.30

    M T

    S .

    W

    I D

    E

    R

    O A

    D

    E X

    I S

    T I N

    G

    1

    8.30

    M T

    S .

    W

    I D

    E

    R

    O A

    D

    E X T G. R O A D

    E X T G. R O A D

    SITE RESERVED FORSEWAGE TREATMENT WORKS ACS.30.53

    ADMN. BLDG. &OFFICE COMPLEX

    SCALE : 1 : 3000

  • EXISITING18 MTS

    WIDE ROAD

    EXISTING 18 MTS WIDE ROAD PROPOSED 18 MTSWIDE ROAD

    PRO

    POSE

    D 1

    8 M

    TS

    WID

    E R

    OA

    D

    18 MTS WIDE

    R O A

    D

    EXISTING 18 MTS WIDE ROAD PROPOSED 18 MTS WIDE ROAD

    PRO

    POSE

    D

    1

    8 M

    TS

    W

    IDE

    R

    OA

    D

    NATIONAL HIGH WAY NO:9 PROPOSED 200' - 0" WIDE ROAD TO SHOLAPUR

    TO HYDERABAD

    PRO

    POSE

    D 1

    8 M

    TS

    EX

    IST

    ING

    18 M

    TSW

    I D

    ER

    O A

    D

    R O

    A D

    NO:1

    54

    PLOTS ALLOTTED TO MS. ASIAN PAINTS

    53

    65 5251 50 49

    48 47 46

    6059

    5857

    108

    M

    113.

    5 M

    80.5

    M

    56.5

    M49

    M

    95 M

    127

    M

    152

    M

    158

    M

    100 M 100 M102 M 128.50

    M 93.5 M 90 M

    80.80 M 144 M 8.25 M BLDG. LINE

    4 19/A 19/B

    66

    61

    70 71

    67 74

    BLDG

    . LIN

    E 9.1

    4 M

    TO

    NAG

    ULAP

    ALLY

    15 16 17/A 17/B 1B

    12A 12B 13 14/A

    ELLAMMA TEMPLEWELL

    BLDG

    . LIN

    E9.1

    4 M

    46X62

    46X62

    46X62

    46X62

    46X62

    46X62

    60X60 60X60

    55X60 55X60

    55X60 55X60

    60X60 60X60

    30X188

    PRO

    POSE

    D 1

    8 M

    TS

    WID

    E R

    OA

    D

    72X10050X81 50X81 50X81

    50X81 50X81 50X81 50X81 50X81

    162

    M

    162

    M

    200 M 75 76 77 78

    83 82 81 80 79

    R O

    A D

    200 M

    COMMON FACILITIESLIKE ADMN.BLDGCANTEEN,POSTOFFICE , BANK,POLICE STATION,FIRE STATION ETC. ACS.8.00

    90X60

    90X45

    103 8460X52

    60X45

    60X45

    60X45

    60X45

    60X45

    60X45

    60X45

    60X45 60X45

    60X45

    60X45

    60X45

    60X45

    60X45

    60X7060X70

    100 M

    9394

    11E11D11C11B11A10C10B10A9

    TO BE SHIF

    TED

    TO BE SHIF

    TED

    9 MT ROAD

    BL

    DG

    .LIN

    E 9

    .14

    M

    M/S VOLRHO LTD 155.00 ACS

    1

    OPEN SPACEAC.2.60

    479 M

    WA

    T ER

    C

    O

    U R

    S

    W A T E R

    C O

    U R

    S

    LAND ALLOTTEDM/S .LAKSHMI CLAYSTRUCTURAL PVT LTD.

    FORMERLY SAIAUTOMATIC BRICKSAND STRUCTURAL 25.4125 AC

    6

    5 8

    7

    POWER L

    INE

    11 KV

    A P I I C LTD HYDERABAD

    REVISED LAYOUT PLAN OF I.D.A.PHASE-II, PATANCHERU- MEDAK DISTRICT(1:6000)

    LAYOUT BOUNDARY :

    EXISITING ROADS :

    PROPOSED ROADS :

    TOTAL AREA 100.00% 452.91 ACS

    AREA OF PLOT 89.25% 404.14ACS

    AREA OF ROADS 5.91% 26.78ACS

    AREA OF OPEN SPACE 4.86% 21.99ACS

    REFERENCE

    ASST.MANAGER/TECH

    MANAGER/E

    DY.GENERAL MANAGER/E ADVISOR- II A P I I C LTD,HYD.

    ZONAL MANAGER (PATANCHERU ZONE)

    NOPEN SPACEAC. 11.39

    22

    EX

    SIT

    ING

    1

    8 M

    TS

    W

    IDE

    R

    OA

    D

    9 MT ROAD

  • POND

    OPEN SPACE

    40/C

    65.0M 110.

    6 M

    40/B40/A

    40.0

    M

    32.5 M

    66.6

    M

    32.5 M13

    6.2

    M

    1

    60.0M

    2

    60.0M

    122.

    0 M

    S.NO.461

    3

    57.0M

    39/A 39/B SITEFOR BOREPUMP HOUSE35.0M 36.0M

    87.5

    M

    63.0

    M

    21.5

    M

    OPEN

    41.0

    M

    88.0

    M

    77.0M

    88.0

    M

    76.0M

    19.0

    M

    40.0

    M

    PLOT NO.22

    430M

    45M

    45M 21

    30M

    20

    30M 30M 30M 30M30M 30M 30M 30M

    19 18 17 16 15 14 13

    45M

    530M 30M 30M 30M

    30M 30M 30M

    6 7 8 9 10 11 12

    45M

    44M

    75.0M45.0M

    MALLAMMATEMPLE

    E X I S T I N G 18.00MTS W I D E

    R O A D 18.00 MTSW I D E

    R O

    A D

    E X I S T I N G18.00MTS W I D E

    R O A D S.NO.463

    60M49M58M

    30M35/A

    30M

    30M

    30M 35/B

    58M

    13M 36 37/C

    37/B

    37/A 30M

    26M

    49M

    46M

    29M

    27M

    63M

    35M 38/A

    38/B

    60M

    39M

    18M

    57M

    OPENSPACE

    27.5M 27.5M 27.5M27.5M 27.5M 27.5M

    30M 30

    M

    27.5M

    30M

    27.5M 27.5M 27.5M27.5M 27.5M

    23 2425 26 27 28

    293031323334 30M

    S.NO.460

    S.NO.462

    Railway Boundary Line

    S.NO.457

    S.NO.459

    Centre line OF Railway

    Railway Boundary Line

    EX

    IST

    . 12.

    0M W

    IDE

    RO

    AD

    WET LAND

    WET LAND

    18.0

    MT

    S W

    IDE

    R

    OA

    D

    60.0M

    90.0M 60.0M

    40.0M

    REFERENCE:-

    BOUNDARY OF PHASE-V

    RAILWAY BOUNDARY

    CENTRE LINE OF RAILWAY

    LAND USE ANALYSIS

    S.NO. PARTICULARS AREA IN SQ.MTS PERCENTAGES

    1. PLOTTED AREA

    ROAD AREA 19.210 Sq.Mts 16.56%

    OPEN AREA 11.05 Sq.Mts 09.53%

    TOTAL AREA 115.975 Sq.mts 100.00%

    85.715 Sq.Mts 73.91%

    2.

    3.

    DRG.NO DATE SCALE:

    A.P.I.I.C (LTD) PANTANCHERU

    REVISED LAYOUT PLAN FORINDUSTRIAL DEVELOPMENTAREA PHASE-V SITUATED ATPATANCHERU SANGAREDDYTALUK - MEDDAK-DIST.

    60.0M

    90.0M

    C H A N N E L

    N

  • ENGINEER-IN-CHIEFA.P.I.I.C LIMITED HYDERABAD

    APIIC LTD HYDERABAD., LAND USE ANALYSISLAY OUT BOUNDARY :EXISTING ROADS :

    PROPOSED ROADS :TOTAL AREA : 350.00AC 100.00%ROADS AREA :

    OPEN SPACE AREA :

    ASST. MANAGER /T

    DY.GENERAL MANAGER

    GENERAL MANAGER/EA.P.I.I.C LIMITED HYDERABAD

    TOTAL AREA OF PLOT NO 17/D :- 7.92ACS

    N

    LAYOUT PLAN OF INDL. DEVELOPMENT AREA PHASE-I PATANCHERU

    AREA OF LAND PROPOSED TO BE SURRANDERED BY PARTY : 3.59ACSNET AREA REMARINING WITH THE PARTY AFTER SURRENDING : 4.33 ACS

    1/A

    1/B

    1/C2/A

    2B/12/B

    3/A

    3/B

    4/D

    4/C

    4/B 4/A

    7A/17A/1

    7B

    121110 9

    8 7A/2

    6/A6/B

    6/C

    5/C

    5/B

    5/B2

    5A/9

    5A/8

    5A/7

    5A/6

    5A/1

    5A/2

    5A/3

    5A/4

    5A/5

    5/A

    8

    9/B

    12

    13

    14

    11/A311/A2

    9/A411/A1

    9/A

    10/A

    11/B

    11/C

    10/B

    10/C

    16/B

    16/A

    15/A

    15 17/C

    17/B

    17

    17/E1

    17/E2

    18/A

    18/B

    18/C

    19

    20/A

    20/B

    2122

    23/A23/B

    23/F23/E

    23/D

    23/C

    17/A

    17/D17/D4

    17/D

    3

    17/D1

    17/D2

    25

    24/A

    24/B

    24/C

    26/A

    26/B

    DECCAN LEATHER

    M/S. ASIAN WIR

    E

    ROPES

    B.H.E

    .L

    TREA

    TMEN

    T

    WOR

    KS

    CHONGLE

    MATRIXM/S.I

    NDIAN

    ALIGNATE

    S

    27

    28/A

    29

    EXTG

    . ROA

    D NO

    . 8/A

    ROAD

    R O A D NO.15

    R O A D NO.16

    R O A D NO.17

    EXTG.

    R O A D

    NO.1

    4

    EXTG

    .

    R O

    A D

    N

    O.9

    EXTG

    .

    R O

    A D

    NO

    .8

    APPR

    OACH

    FROM

    Pvt.L

    AND

    Pvt.LAN

    D

    BANDLA

    GUDA (V

    )

    B3

    R O A

    D N

    O.14

    R O

    A D

    N

    O.7

    E X

    T G

    .

    INDUSTRIAL ESTATE PATANCHERU

    OH7

    E X

    T G

    .R

    O A

    D

    N

    O.6

    R&B AREA

    2 D/3

    2 D/22 D/1 E

    X T

    G.

    R O

    A D

    NO

    .5

    E X

    T G

    .R

    O A

    D

    NO

    .4

    EXTG. R

    O A D

    EX

    TG

    . R

    OA

    D N

    O.3

    RO

    AD

    NO

    .2

    EXTG ROAD

    NO.71

    EXTG

    RO

    AD

    NO

    .2

    EXTG

    .

    R O

    A D

    N

    O.1

    TO

    UR

    ISM

    HO

    TE

    LA

    LL

    OT

    TE

    D T

    O

    EXTG. 200'0" WIDE NATIONAL

    HIGHWAY

    NO

    .9

    TO H

    YDER

    ABAD

    OLD N.H.N

    O.9

    TO SHOLAPUR

    GADIDALA KUNTA

    ROAD NO. 12

    B.L : 532.50

    B.L : 534.381

    CINEM

    A HAL

    L

    SANG

    EETA

    1-661

    ACS

    0.529 AC

    S0.57

    3 ACS

    0.499 AC

    S

    T.B.L : 537.511

    M.F.L : 536.421

    R

    O

    A

    D

    N

    O. 1

    0

    M.F.L. 535.236G.F.L. 533.266

    B4GL.537.730WL.501.01YIELD 2400 6PH

    2/C

    GL.536.940WL.531.440

    GL.532.73WL.530.33YIELD .2000 6PH

    B3GL.500.08WL.535.81

    GL.540.25WL.534.90

    B2GL.+537.79WL.531.18YIELD 1000 6PH

    GL.+530

    .457

    WL.+53

    5.40

    GL.539.320WL.535.40

    GL.54

    1.220

    WL.53

    5.02

    DOSANI TANKB.L : +534.436G.B.L : +534.666T.B.L : +537.556M.F.L : 636.616

    A1A2

    A3

    GL.+540.83WL.+534.13YIELD:3000

    6 PLB1

    26

  • APIIC LAND FUTURE AC.1.44

    S.NO.560

    S.NO.558

    S.NO.557

    SOCIO EDUCATION CENTRES.NO.459

    S.NO.460

    S.NO.454

    EXISTING RAILWAY LINE

    S.NO.455S.NO.455

    S.NO.559

    PLOT NO.85PLOT NO.65

    PLOT NO.66

    API

    IC

    E

    XSI

    TIN

    G

    PRIVATE LAND

    REFERENCE

    LAYOUT BOUNDARYEXSITING ROADSPROPOSED ROADSTOTAL LAYOUT AREA ACS : 34.45FUTURE AREA ACS : 01.45PROPOSED LAYOUT AREA ACS : 33.00 100.00%PLOTTED AREA ACS : 21.50 65.13%

    OPENOPEN

    18.0

    0MTS

    WID

    E

    ROADS AREA ACS : 07.16 21.69%OPEN SPACE AREA ACS : 04.35 13.18%EXSITING SHEDS (17 nos)TOTAL NO OF PLOTS (45 to 85)

    (41 Nos)

    PLO

    T N

    O. 8

    4S.

    NO

    .570

    /2PL

    OT

    NO

    . 83

    EX

    IST

    ING

    9.0

    MT

    S

    WIDE ROAD

    RO

    AD

    S.N

    O.5

    70/1

    S.N

    O57

    0/2

    RAILWAY BOUNDARY

    APIIC (LTD) HYDERABADPROPOSED LAYOUT PLAN FOR IDA PHASE-IIIAT PATANCHERU MEDAK(DIST)

    OPE

    N

    60M

    RO

    AD

    DARGAOPEN

    EX

    TG

    .9.0

    0 W

    IDE

    RO

    AD

    EX

    IST

    ING

    . 1

    2.00

    W

    IDE

    R

    OA

    D

    63 62 5931M

    20.3

    0M

    27.5M

    31M

    28.5M

    27.5M 27M

    57.4

    M

    587

    8

    9

    5660616427.3M

    34M

    34M

    27.3M 27M 40M 45M 45M5055

    54

    5352

    5157

    12 11 10

    OPEN SPACE40M 27M 27M 27M 27M 27M 33M 22M 22M 22M 22M

    OPEN

    74 75 76 77

    60M

    72 73

    M/S KINGS PLASTICS

    M/S SWATHI ENGG

    EXISTING 12.0M WIDE ROAD

    82 81 80 79 78

    25M

    35.8

    M

    30.2

    0M

    41.2

    M

    46.7

    M

    52.0

    M

    22.5M22.5M

    22.5M

    35M

    28M28M

    28M28M

    28M

    67 68 69 70 71

    13 14 15 16 17

    4

    5

    6 3

    2

    1

    EX

    IST

    ING

    .

    12.

    00

    W

    IDE

    RO

    AD

    OPENWELL

    ALLOTTED TOE.S.I HOSPITAL

    52.5M 50.0 M48

    49

    S.NO.457

    S.NO.45652.5M 50.0M

    47

    46

    45

    P O

    N

    D

    EXTG.ROAD

    DRG NO DATE SCALE

    E X S I T I N G 18.00 MTS W I D E R O A D

    38.0

    M74

    .7M

    23M

    RAILWAY BOUNDARY

    EX

    SIT

    ING

    18.

    00 M

    TS

    WID

    E

    RO

    AD

  • ENGINEER-IN-CHIEFA.P.I.I.C LIMITED HYDERABAD

    APIIC LTD HYDERABAD., LAND USE ANALYSISLAY OUT BOUNDARY :EXISTING ROADS :

    PROPOSED ROADS :

    TOTAL AREA : 177.00AC 100.00%

    ROADS AREA : 14.80 AC 8.36%

    OPEN SPACE AREA : 6.93 AC 3.93%

    ASST. MANAGER /T

    DY.GENERAL MANAGER

    GENERAL MANAGER/EA.P.I.I.C LIMITED HYDERABAD

    REVISED LAYOUT PLAN OF INDUSTRIAL DEVELOPMENT AREA PHASE-IVPATANCHERU - MEDAK- DISTRICT.(AP)

    PLOTTED AREA : 155.27AC 87.59%

    N66

    M

    23 23&24

    4.41 ACRES

    24

    25

    1.53 ACRES

    80.1

    0M

    70.80M

    85.20M

    41.20M

    92.7

    0M

    26 27

    26 TO 29321 Acres

    126.

    50M

    29

    28

    88.40M123.9M70M

    BUILDING LINE EX

    ISTI

    NG

    50'

    WID

    E R

    OA

    D

    32

    33

    3134

    3035

    95M

    130M

    246.

    0M

    30 TO 35

    10.87 ACRES

    BUILDING LINE

    126.

    20M

    170M

    205M

    39

    40

    41

    3842

    3743

    3644

    36 TO 44

    13.08 Acres

    204M

    315M

    42.5

    0M

    14.6M

    87

    85TO870.58 AC

    86

    13.6M

    8534.6M

    34.50M

    0.314AC

    14.6

    0

    84

    188M

    0.18

    6AC

    83

    0.18

    6AC

    0.18

    6AC

    0.18

    6AC

    0.18

    6AC

    82 8180 79

    110M

    44.6

    M

    18.6M 17.5M 17.5

    M18.6M

    17.5M18.6M 18

    .6M 17.6M 18

    .6M18.6M

    66 6768 69 70

    71 7273 74 75

    76 77TO78

    0.188AC

    0.178AC

    0.178AC

    0.178AC

    0.78AC

    0.88AC

    P L O T S 0.394Ac

    69M

    33.20M

    65

    190M 9

    0M

    64

    PLOTS 225' X 300'

    61 TO 666.06 Acres

    63 62

    61

    90.0

    M

    66M62.8M

    A-1A-2

    A-3A-4

    A-5 A-6

    132M 12

    2M 122

    M

    122M 1

    22M

    122M 12

    2M

    1.959 Acs2.49 Acs

    1.43Acs2.49Acs

    0.98AC0.98 AC

    82.5M32.5M

    32.5M

    60

    581.80 Acrs54

    M91

    .44M

    61.78M56.38M

    571.48 Acs

    56

    OPENSPACE

    1.21 Acs

    68.68M40.53M

    47M

    20M

    68M

    1.178AC

    OPENSPACE78

    M

    P L O T S

    ELEC

    .LINE

    65.0M

    177.10M

    285M

    20'-0" BUILDING L

    INE

    45

    46

    47

    5554

    5352

    PLOTS 300' X 475'

    45 TO 5521.92 Acrs

    PLOTS 300' X 525'

    290M

    46 TO 4813.356 Ac

    rs

    4849

    5051

    20'-0" BUILDING LIN

    E

    126M

    168M

    202M

    202M

    14

    13

    1211

    151617

    9 10

    2.48 Acs

    PLOTS 300' X 400'

    28.35 Acs 131.

    10M

    92.0M 92.0M

    PLOTS 300' X 400'

    122.

    0M

    BUILDING LINE 5

    0'-0"94M

    231.10M

    14.42 Acs11 TO 15 29

    6.50

    M

    6.549Acs9 & 10

    18192021

    22

    32

    1 4 5 6 7 8

    1 TO 54.318 ACS

    168.

    5M

    151M

    126.0M

    4 & 223.038 ACS

    83.3

    0M 1.563 ACS

    93.2

    M

    PLOTS 240' X 320'

    103M

    18 & 194.40 ACS

    22.0M73.0M

    72.3M

    PLOTS 240' X 320' BU

    ILD

    ING

    LIN

    E

    98.6

    M

    96.0

    M

    98.0

    M

    97.8

    0M

    1.78 ACS 1.74 ACS 1.88 ACS

    95.0

    M

    32M 30M

    E X I S T I N G 80'

    -0" WIDE

    ROA

    DE X I S T I

    N G 60'-0"

    WIDE R

    OAD

    E X I S T I N G

    60'-0" WID

    E

    ROAD

    EX

    IST

    ING

    80'

    -0"

    W

    IDE

    R

    OA

    D

    40'-0" WIDE

    ROAD NO.8

    TE

    MPL

    E

    E X

    I S

    T I

    N G

    5

    0'

    W

    IDE

    R

    OA

    D

    80'

    WID

    E

    RO

    AD

    Z

    .P

    RO

    AD

    TO

    PO

    OH

    AR

    AM

    EXISTING

    NALA

    EXISTI

    NG N

    ALA PROPOSED 12 MT

    S WIDE ROA

    D

    40'-0

    "

    WID

    E

    RO

    AD

    NO

    .9

    EX

    IST

    ING

    80'

    -0"

    WID

    E

    RO

    AD

    MANJIRA WATER LINE

    S H O L A P U R NATIONAL HIGH WAY NO.9 TO HYDERABADMANJIRA

    WATER SUPPLY LI

    NE

    272.50M

  • 40.00 AC

    20

    21

    22

    23

    24

    25

    28/E

    2

    8

    /

    D

    1

    0

    3

    7

    S

    q

    .

    M

    3872.50 Sq. M

    1

    0

    2

    0

    S

    q

    .

    M

    2

    8

    /

    B

    1

    0

    1

    7

    S

    q

    .

    M

    96.06

    M/S LOKESH MACHINES LTD

    50 ACRES

    C

    A

    R

    T

    T

    R

    A

    C

    K

    3/4

    3/5

    3/3

    3/6

    3/7

    E

    X

    IS

    T

    IN

    G

    1

    8

    M

    W

    ID

    E

    C

    R

    O

    S

    S

    R

    O

    A

    D

    -

    4

    &

    (

    2

    5

    M

    E

    L

    E

    C

    T

    R

    IC

    A

    L

    B

    A

    Y

    )

    17

    15

    16

    14/A

    14

    13

    12

    11/A

    12/A

    11/B

    11/C

    10/A

    9

    18/A

    18/B1

    18/B2

    18/B3

    18/C

    8/A

    8/B

    5/B7

    4

    1

    2

    3/2

    3/1

    6/2

    8/C

    7/B

    7/A

    7/C

    7/D

    7/E

    3/8A

    3/8B

    5/A

    5/A1

    18/A1

    29

    N

    25.30 AC

    19/B

    19/A

    27.78 AC

    12.34 AC

    8.00 AC

    55.71 AC

    4.365 AC

    10.22 AC

    HT TOWER LINE

    5.71 AC

    3.01 AC

    8.53 AC

    5.40 AC

    3.00 AC

    3.00 AC

    3.02 AC

    7.68 AC

    10.10 AC

    0.65 AC

    1.96 AC

    1.51 AC

    1.54 AC

    1.75 AC

    5.00 AC

    2.05 AC

    1.00 AC

    1.00 AC

    1.22 AC

    1.17 AC

    1.11 AC

    3.45 AC

    1.67 AC

    1.76 AC

    2.00 AC

    10.00 AC

    1.00 AC

    0.78 AC

    1.16 AC

    1.24 AC

    0.45 AC

    0.687 AC

    1.51 AC

    1.00 AC

    1.11 AC

    0.93 AC

    0.99 AC

    0.49 AC

    0.49 AC

    0.50 AC

    1.00 AC

    892.00 Sq.m.

    600 Sq.m.

    1

    5

    2

    5

    .

    0

    0

    S

    q

    .

    m

    .

    O

    P

    E

    N

    P

    L

    A

    C

    E

    1.75 AC

    3.41 AC

    71.4425.78 46.47

    79.96104.29

    96.28

    474.

    57

    249.00

    43.50

    287.05

    446.

    56

    19.35150.30

    46.5041.2236.1524.7846.73

    43.4024.41

    30.8

    615

    .95

    34.0

    626

    .90

    61.6

    1

    46.80

    114.48

    34.17

    101.29

    27.8

    5153.84

    59.9

    638

    .48

    107.54

    17.69

    83.46

    77.21

    40.2870.46

    7.8359.3598.26

    29.20

    21.25

    80.48

    10.78

    105.

    54

    28.6

    6

    71.3

    4

    30.9

    6

    32.8323.51

    43.64

    47.5

    4

    32.85

    27.04

    84.49

    45.9142.78

    11.10

    30.9037.6513.54

    20.9537.94

    32.4837.695.86

    40.07

    91.0921.81

    71.00

    34.61

    109.17

    84.16

    54.92

    99.3

    5

    250.00

    114.94201.40

    118.69

    37.5

    599

    .44

    65.4

    3

    69.9

    6

    29.8

    980

    .12

    30.0

    0

    188.09

    246.76

    164.57

    15.29

    59.54

    45.52

    45.88

    52.62

    37.88

    35.62

    36.15

    16.3420.91

    32.41

    43.0818.37

    34.0830.07

    37.6161.0136.73

    32.1922.6441.9224.4033.23

    42.07

    219.46

    60.17

    42.12

    89.4

    553

    .72

    39.4

    958

    .41

    39.9

    537

    .9422

    .67

    17.1

    0

    2.17

    27.3

    537

    .67

    7.17

    191.3443.40

    76.9059.93

    35.20

    44.7

    9

    187.

    94

    115.7

    4

    94.03

    94.2

    7

    91.22

    18.21

    60.50

    151.15

    113.04

    156.3

    7

    320.97

    140.

    3799

    .53

    200.1

    5

    158.2

    6203.06

    67.35

    335.63

    431.5

    2

    119.

    18

    96.3

    7

    102.

    15

    108.68

    161.83

    142.23

    88.3

    988

    .63

    648.59

    186.34

    358.

    00

    333.68

    38.1

    427

    .71

    21.4

    7

    21.8

    5

    38.12

    40.8

    7

    60.1

    0

    39.7

    052

    .84

    88.8

    6

    36.6

    4

    272.

    08

    635.20

    38.68 31.00

    74.6270.33

    186.63

    78.8

    7

    100.

    48

    41.0

    8

    185.00

    110.

    00

    105.

    39

    110.

    7111

    5.20

    79.16

    64.75

    105.

    45

    109.

    42

    44.2865.17

    141.57

    119.

    2447

    .78

    65.5

    4

    104.97

    112.

    54

    90.47 46.

    31

    52.3

    3 90.

    00

    74.99

    40.7

    8

    54.0

    0 75.00

    54.0

    0

    54.0

    0 75.00

    60.01

    128.

    20

    54.0

    0

    111.

    86

    28.70

    110.00

    104.26

    65.52

    52.2

    240

    .22

    69.0155.01

    91.31

    25.00

    139.16

    136.

    42

    34.43

    105.82

    79.7

    6

    8.29

    17.82 15.19 24.5818.82 31.21 39.91 10.78

    11.4025.06 24.36

    40.9837.89

    15.85

    37.0

    6

    28.9

    6

    25.1

    9

    20.3

    2

    30.9

    0

    43.9

    4

    33.0

    323

    .71

    26.03

    138.

    20

    58.604.95

    46.89 30.

    45

    6.76

    131.

    91

    167.45

    109.27

    96.2127.21

    234.

    32

    22.19

    82.33

    49.8

    7

    52.7

    9

    129.

    99

    106.

    89

    18.43 29.79 28.88 35.64 60.4037.10 52.76

    34.70 17.10

    316.45

    537.

    82

    155.85

    231.46

    337.

    43

    311.

    72

    81.7126.80

    54.25

    158.58

    74.6

    4

    74.6

    7

    81.2326.80

    74.6

    8

    75.0

    0

    63.47

    54.25

    75.0

    8

    100.

    56

    42.20

    90.4

    5

    44.8659.00

    34.8046.5578

    .04

    58.4

    2

    48.8

    2

    98.8

    1

    178.90

    142.12

    75.09

    120.51

    22.78

    81.34

    109.6

    2

    117.80

    147.

    08

    128.

    67

    254.

    21HT TOWER LINE

    EXISTING 30.00 M WIDE MAIN ROAD - 1

    EXISTING 18.00 M WIDE MAIN ROAD - 2

    WIDE MA ROAD - 1

    EXISTING 30.00 M

    EXISTING 30.00 m WIDE MAIN ROAD - 1

    EXISTING 30.00WIDE MAIN ROAD - 1

    EXIS

    TIN

    G

    12.0

    0 M

    WID

    E R

    OA

    D

    EXIS

    TIN

    G

    12.0

    0 M

    WID

    E R

    OA

    D

    10/B

    EXISTING 30.00 m WIDE ROAD

    EXIS

    TIN

    G

    18.

    30 M

    W

    IDE

    C

    RO

    SS

    R

    OA

    D

    -

    2

    EXIS

    TING

    45.

    00 M

    W

    IDE

    CRO

    SS

    RO

    AD -

    6

    EXIS

    TING

    18.

    00 M

    WID

    E CR

    OSS

    RO

    AD -

    5

    PRO

    P 12

    .20M

    W

    IDE

    CR

    OSS

    RO

    AD

    - 7

    EXIS

    TIN

    G

    1

    8.00

    M

    WID

    E

    C

    RO

    SS

    R

    OA

    D

    -

    8

    EXIS

    TIN

    G

    1

    8.30

    M

    WID

    E

    CR

    OSS

    RO

    AD

    -

    9

    EXISTING 18.00 M WIDE MAIN ROAD - 3

    EXIS

    TING

    18.0

    0

    M

    WID

    E

    CRO

    SS

    ROA

    D

    - 1

    TO M

    UPP

    IRED

    DY

    PALL

    Y

    TO K

    ALLA

    KAL

    TO

    N

    AG

    APU

    R

    TO JEEDIPALLY

    EXIS

    TING

    60.0

    0 M

    NATI

    ONAL

    HI

    GHW

    AY

    No. 7

    TO

    H

    YD

    ER

    AB

    AD

    M/S. MLR MOTORS PVT. LTD.,100.00 AC

    M/S. MLR AUTO LTD.,25.00 AC

    TO MUPPIREDDYPALLY

    8/D

    PRO

    P 10

    M W

    IDE

    GR

    EE

    N B

    EL

    T

    PROP 10 M WIDE GRE

    EN BELT

    PROP 10 M WIDE GREEN BELT

    PROP 10 M WIDE GREEN

    BELT

    PRO

    P 10

    M W

    IDE

    GR

    EE

    N B

    EL

    T

    PROP

    10 M

    WID

    E G

    REEN

    BEL

    T

    PRO

    P 10

    M W

    IDE

    GR

    EEN

    BEL

    T

    PROP 10 M WIDE GREEN BELT

    PROP 10 M WIDE GREEN BELT

    21.7

    9

    F.T.L .29.74AC

    OPEN PLACE3.26 AC

    0.4 AC

    O

    P

    E

    N

    P

    L

    A

    C

    E

    4

    .1

    6

    A

    C

    5/B2

    5/B3

    5/B4

    5/B5/1

    5/B1

    2.00 AC

    1.08 AC

    0

    .9

    9

    A

    C

    0.41 AC

    879 Sq.m.

    1000 Sq.m.

    109.22

    48.3953.29

    24.59 27.19 25.09 31.87

    100.

    70

    11.47

    5/B5/2

    1.00 AC

    5/B6

    0.986 AC

    20.00 16.64

    30.2

    616

    .23

    46.7

    4

    19.66 17.60 6.05

    34.2

    3

    34.2

    3

    12.9

    023

    .63

    28.6

    64.

    19

    118.98

    77.82

    34.21

    68.18

    19.2932.19

    29.36

    28.5

    1

    122.22

    4.43 20.78

    61.57

    44.6227.8462.61

    161.32

    267.26

    31.68

    52.00 9.54 54.08 14.2310.7520.22 39.11

    15/A

    PROP 10 M WIDE

    GREEN BELT PROP 10 M WIDE GREEN BELT

    PROP 10 M WIDE GREEN BELT

    PROP 10 M WIDE GREEN BELT

    C.F.C.AREA

    C.F.C.AREA

    54.5

    2

    REVISED LAYOUT PLAN FOR INDUSTRIAL PARK ,

    PROPOSED ROAD AS PER MDP 2031

    BOUNDARY OF LAYOUTEXISTING ROAD

    NET LAYOUT REA

    TOTAL LAY OUT AREAUNDEVELOPED AREA

    737.30 AC 175.00 AC

    REFERENCE:

    OPEN PLACEC.F.C. AREABUFFER ZONE

    AREA

    L

    EFT

    FOR

    R

    OAD

    W

    IDEN

    ING

    AREA

    LEF

    T FO

    R RO

    AD W

    IDEN

    ING

    AR

    EA L

    EFT

    FOR

    RO

    AD

    WID

    ENIN

    G

    PLACE

    4.85 AC

    1.33 AC

    OPEN

    AR

    EA L

    EFT

    FOR

    RO

    AD

    WID

    ENIN

    G

    26/N

    26/M

    OPEN

    F.T.L .

    H

    T

    L

    I

    N

    E

    A

    R

    E

    A

    HT LIN

    E AR

    EA

    AREA

    LEF

    T FO

    R RO

    AD W

    IDEN

    ING

    26/P

    13.16 ACS

    26/O

    PROPOSED 18.00 M WIDE MAIN ROAD - 5

    PROPOSED 18.00 M WIDE MAIN ROAD - 6

    2.25 AC

    2.25 AC

    MAIN ROAD NO - 4

    76.67

    118.

    74

    76.67

    0.83 AC

    OPEN

    PLACE

    TANK BUND

    CETP1.76 AC

    1274 Sq. M

    BUILDING

    28/A

    4.00 AC

    C.F.C.AREA

    C.F.C.AREA

    ELECTRICAL220/132 KV

    1.92 AC

    C.F.C.AREA

    28/A1

    28/A1/1

    PROPOSED 18.00 M WIDE MAIN ROAD 4/A

    PR

    OP

    OS

    ED

    12.00 M

    W

    ID

    E C

    RO

    SS

    R

    OA

    D 3/A

    PROPOSED 18.00 M WIDE MAIN ROAD - 5

    PROPOSED 12.00 M WIDE MAIN ROAD 5/A

    E34

    E23

    28/A1/2

    PR

    OP

    OS

    ED

    12.00 M

    W

    ID

    E C

    RO

    SS

    R

    OA

    D 3/B

    PR

    OP

    OS

    ED

    12.00 M

    W

    ID

    E C

    RO

    SS

    R

    OA

    D 3/C

    PR

    OP

    OS

    ED

    12.00 M

    W

    ID

    E C

    RO

    SS

    R

    OA

    D 3/D

    PR

    OP

    OS

    ED

    18.00 M

    W

    ID

    E C

    RO

    SS

    R

    OA

    D 3/E

    PR

    OP

    OS

    ED

    18.00 M

    W

    ID

    E C

    RO

    SS

    R

    OA

    D 3/E

    PR

    OP

    OS

    ED

    12.00 M

    W

    ID

    E C

    RO

    SS

    R

    OA

    D 3/D

    PR

    OP

    OS

    ED

    12.00 M

    W

    ID

    E C

    RO

    SS

    R

    OA

    D 3/B

    PR

    OP

    OS

    ED

    12.00 M

    W

    ID

    E C

    RO

    SS

    R

    OA

    D 3/C

    PROPOSED 12.00 M WIDE MAIN ROAD 5/B

    PROPOSED 12.00 M WIDE MAIN ROAD 5/C

    PROPOSED 12.00 M WIDE MAIN ROAD 5/D

    1.32 AC

    PROPOSED 18.00 M WIDE MAIN ROAD - 6

    97.69


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