SHREE NEMINATH BUILD PRO - Welcome to …environmentclearance.nic.in/writereaddata/Online/EDS/20...M/s Shree Neminath Buildpro Buildcon Reply to 11th EAC Meeting Page 6 Point No. 7:

SHREE NEMINATH BUILD PRO

ADDRESS: GROUND FLOOR, ABHINAV BLDG, NR CELEBREATION, RAM MARUTI RD,

NAUPADA, THANE (WEST) - 400601

Date:20.01.2017To,TheDirector,InfrastructureandMiscellaneousProjects&CRZIndiraParyavaranBhavanJorBaghRoad, NewDelhi‐110003

Sub: Environmental Clearance for proposed IT Park Project at Plot No. C3,

Road no. 01, Wagle Industrial Area, Thane, Maharashtra. [F. No. 21‐15/2016‐IA‐III]

Ref: Minutes of 11th EAC (Infra‐II) meeting held on 24.11.2016 (Item no.11.2.17)(FileNo.21‐15/2016‐IA‐III)

RespectedSir,We are very much thankful to Expert Appraisal Committee (Infra‐2) forappraising our above referred project in its 11th Meeting held on 24.11.2016(Itemno.11.2.17)

Aspertheminutesofthemeeting,wewereaskedtocomplywithcertainpointsraisedbycommittee.

The pointwise reply to the queries raised is enclosedherewith.Wehope thatreplyisinlinewithyourrequirement.

Thankingyou,Yoursfaithfully,ForSHREENEMINATHBUILDPRO

AuthorizedSignatory

Enclosures:

1. Asabove

M/sShreeNeminathBuildproBuildcon

Replyto11thEACMeeting Page1

POINTWISECOMPLIANCETOQUIRIESRAISEDDURING11thEAC(Infra‐II)MEETING

PointNo.1: Status of application of the project proposal in SEIAA,

Maharashtra.Compliance: The application is not considered at SEIAA,Maharashtra as the

SEAC MMR’s tenure is over and there is no committee forappraisalofprojects.Hence,wehaveappliedtoMoEF&CC,Delhion28.10.2016.

PointNo.2: CopyofapplicationsubmittedforclearancefromNBWL.Compliance:AspertheESZnotificationofSanjayGandhiNationalPark(SGNP),

vide no. S. O. 3645 (E) dated 05.12.2016, our project site isoutside of ESZ i.e. (100m); hence clearance from the StandingCommitteeoftheNationalBoardforWildlifeisnotapplicableforourproject.

PointNo.3: Presentlanduseoftheproposedprojectsite.Compliance: The project site comes under the Maharashtra Industrial

Development Corporation (MIDC),Wagle Industrial Estate.The saidarea isunder industrialLandusewhere IT&ITESindustriesarepermitted.

PointNo.4: Buildingsanctionplan.Compliance: We have received the approval letter from Maharashtra

Industrial Development Corporation (MIDC), Wagle estatedated.06/05/2016&thesameisgivenbelow.





Point No. 5: Commitment that shop and other establishments in residentialblockswithhavetoconformtoresidentialareanormsintermsofnoisepollution andvehicularmovements and shall not create anuisanceforresidentsoftheBlocks.

Compliance: This being an IT park project no residential component isproposed.

PointNo.6: Layoutplanindicatingroad,greenbelt,drainage,sewerline,STP,

solidwastehandlingarea,rainwaterharvestingstructure,etc.indifferentcolourtobefurnished.

Compliance: Co‐ordinated drawing showing Layout plan indicating road,greenbelt, drainage, sewer line, STP, solid waste handling area,rainwaterharvestingstructureetc.withdifferentcolourcodesisshowninthefollowingfigure1.



Figure1:CoordinateddrawingshowingSTP,Solidwaste,e‐waste,drainageandDGlocations

DG SE

T

SWM

UP

UP

30.5M

WIDE

ROAD

12.2M

WIDE

ROAD

12.2M WIDE ROAD

SECU

RITY

CABIN2.1

1.80 X

1.80

2.1

GATE

EXIT

69 .1 8 6

58.391

8 4 .9 0 8

4.579

A.H.U.

2.00x3

.00

TOILE

T1.3

5x1.88

W3

D3

D3

1.15 7.48

40.1

F.R.D.

LIFT

2.73x2

.84

LIFT

2.73x2

.84

LIFT

2.73x2

.84

LIFT

2.73x2

.84

SERV

ICE LIF

T3.1

2x2.15

LOBB

Y2.5

4x2.15

1.581.580.15

1.58

31.5

1.2UP

D2

1.58

31.5

1.581.580.15

DUCT

1.47x2

.15

1.47

LOBB

Y

SERV

ICE UN

IT - 6

6.53x1

6.12

2.95x3

.08

IT SU

PPOR

T

DUCT 0.9x

F.F.

1.88

1.42x1

.05

UPUP

A.H.U.

2.00x3

.00

TOILE

T1.3

5x1.88

W3

D3

D3

SERV

ICE UN

IT - 5

6.50x1

6.12

2.92x3

.081.4

2x1.05

IT SU

PPOR

T SE

RVICE

UNIT -

4

6.50x1

8.27

2.92x3

.081.5

0x0.60

IT SU

PPOR

T

UP

TOILE

T1.3

5x2.33

W3

D3

A.H.U.

2.00x3

.00 D3

A.H.U.

2.00x3

.00

D3

UP

SERV

ICE UN

IT - 3

6.50x1

8.27

2.92x3

.081.5

0x0.60

IT SU

PPOR

T

TOILE

T1.3

5x2.33

W3

D3

A.H.U.

2.00x3

.00

TOILE

T1.3

5x1.88

W3

D3

D3

SERV

ICE UN

IT - 1

6.53x1

6.12

2.95x3

.08

IT SU

PPOR

T

1.42x1

.05

UPUP

A.H.U.

2.00x3

.00

TOILE

T1.3

5x1.88

W3

D3

D3

SERV

ICE UN

IT - 2

6.50x1

6.12

2.92x3

.081.4

2x1.05

IT SU

PPOR

T

MEZZ

ANINE

ABOV

EME

ZZAN

INE AB

OVE

19.35

13.32

2

5.52

3.612.15

BLDG.LINE ABOVE

BLDG.LINE ABOVE

BLDG

.LINE

ABOV

E

19.35

13.32

BLDG

.LINE A

BOVE

2

5.52

2.15

6.47

164.2

2

BLDG.LINE ABOVE

BLDG.LINE ABOVEBLDG.LINE ABOVE

BLDG.LINE ABOVE

2.15

1.57

7.96

2.3

1.32

14.9 4.76 13.91 7.76

6.03.3

44

(COMM

ERCIA

L)(CO

MMER

CIAL)

(COMM

ERCIA

L)(CO

MMER

CIAL)

(COMM

ERCIA

L)(CO

MMER

CIAL)

RAMP

UP FR

OM GR

TO P1

3.60 M

WIDE

RAMP

RATIO

= 1 : 8

RAMP

DN FR

OM P1

TO GR

3.60 M

WIDE

RAMP

RATIO

= 1 : 8

18.25

14.8

D2

13.61

15.08

STACK PARKING

12.14

2.18

ELEC

TRICA

L MET

ER RM

GATE9.00 M WIDE DRIVEWAY EN

TRY9.00 M WIDE DRIVEWAY

9.00 M WIDE DRIVEWAY

9.00 M

WIDE

DRIVE

WAY

9.00 M

WIDE

DRIVE

WAY

GROU

ND FL

OOR P

LAN

13.422

SCAL

E 1:1

00

GATE

ENTR

Y

15.387.8

37.85

22.77

4.68

12x16

ENTR

ANCE

LOBB

Y

UP

2.46x2

.15LO

BBY

LOBB

YEL

ECTR

ICAL M

ETER

RM

4.05x4

.38

7.65x4

.73

DG / O

THER

SERV

ICES

14.93x

13.42

HOUS

E KEE

PING L

ADIES

HOUS

E KEE

PING G

ENTS

TELE

PHON

E ROO

M

JANIT

OR

VISITO

RLA

DIES

VISITO

RGE

NTS

DRIVE

R ROO

M

3.12x2

.15SE

RVICE

LIFT

DUCT 0.9x

F.F.

1.88

DUCT

1.2x2.

35

D2

TOILE

T2.0

0x1.35

D3 D3TO

ILET

2.00x1

.35

A.H.U.

3.00x2

.00

D3

D3

4.53

3.61

7.95

D3D3

D2

D3D3

2.205

2.8

13.795

S.T.P.

UNDE

RGRO

UND T

ANK

TOILE

T1.3

x1.175

TOILE

T1.3

x1.175

1.9x3.

551.4

5x0.9

2.96x2

.51.2

x2.5

1.91x1

.730.9

x1.88

2.96x1

.3

0.9x1.

051.9

1x0.9

2.55x1

.68

1.2x2.

41.2

x2.4

3.7

5.36

6.94

1.05

2.85

2.5

3.41

D3D3

D3

D3D3

3.75

1.3

7.28

7.8

D2

PRES

SURIZ

ATION

STAIR

CASE

DUCT

2.57

3.22x1

3.795

3.3x9.

13

6.25x2

.205

D1

19.17x

1314.

89x2.0

82.4

2x5.95

(COMM

ERCIA

L)SE

RVICE

UNIT -

7IT

SUPP

ORT

D1

LOBB

Y6.2

5x2.35

7.13

F.R.D.

HB

HB

³

³

³

B

OUTFALL

OUTFALL

STP

UGTanks

(Dom

estic

tank,

RWHTank,

FlushingTank,

etc.)

DGSet

SWM

EWaste

Storagearea



PointNo.7:Layoutofparkingplanindicatingentryandexitpointsofvehicularmovement as well as trafficmanagement plan. Highlight the firetenderpathway.

Compliance:Wehaveprovidedparkingaspertherules.Layoutofparkingplanindicating entry/exit points of vehicular movement as well astraffic management plan with the fire tender Movement isdiscussedbelowintable1.

Table1:ParkingStatementforproposedITPark

OCCUPANCY REQD.PARKINGS NO.OFPARKINGS

Commercial

(16,444.82m2)1Parkfor50m2area(16,444.82/50=328.90)

329 10%VisitorsCarPark(329/10=32.9) 33 Total4WheelerofParkingRequired 362 Total4WheelerofParkingProvided 363 Total2WheelerofParkingRequired 36 Total2WheelerofParkingProvided 57 TrafficAnalysisThe traffic surveywas conducted to ascertain the present trafficscenarioalongSGBarveMargtoevaluatetraffic impact thatwillresult from proposed development. The two key components ofstudyhavebeenincludedintheassessmentofthepresentScenarioandimpactontrafficduetotheproposeddevelopment.


Table2:PeakHourPCUCount

Road2

Wheeler Auto Car LCV Bus Truck Total

SGBarveMarg 405 309 278 103 75 51 1221

ComparisionOfCongestionIndices(V/CRatios)OnSGBarveMargTable 3: PeakHour PCU Count, Level of Services and GeneralOperating

Conditions

ROAD YEAR PROJECTEDPCU/hr

CapacityofRoad

V/C LOS

SGBarveMarg

Present 1221 3600 0.34 B(Reasonable

flow)

5 1343 3600 0.37

C(Stableflow

(morecongestedthanB,loadsclosetocapacity))

10 1504 3600 0.42 C

Thetrafficmanagementplanisbasedontheabovetrafficanalysis.

S G

BA

RV

E R

OA

D



TRAFFICMANAGEMENTPLAN

Theprojectplot is locatedalong30mwide SGBarveRoad.ThetrafficanalysisshowsthatthecurrentLOSisB

Tohandle thetrafficduringtheoperationphase,wehavemade2dedicatedentry(on30mwideRoad)andoneexit(on12mwideroad)with 9mwide drive way. These dedicated entry exits willprevent the hold up at the entry and exit gates thereby nothamperingthetrafficonthemain30mwideroad.

Traffic signages are provided to assist themotorists and visitorsabout the parking. Display boards indicating the parkingavailabilitywillbeplaced/displayedattheentrance

Speedhumps/SpeedBreakerswillbeprovided for trafficcalmingandrestrictingtheinternalvehicularspeedto10km/hr.

Trafficwardenswillbeassignedtoregulatethetrafficflowwithinthebuilding

ConvexmirrorswillbeprovidedatblindcornerstoavoidaccidentsToensureproperandunhindered firetendermovementwehaveprovided9mdriveways.Therearetworoadsabuttingtheplot,12mroadtothenorthand30mroadtotheeast;thisisalsobeneficialfortheFiretendermovement.



Figure2:ParkingPlanShowingEntry&ExitforvehicularMovement

ELECTRICAL METER RM

GATE

9.00 M

WID

E DR

IVEW

AY9.0

0 M W

IDE

DRIV

EWAY

9.00 M

WID

E DR

IVEW

AY9.0

0 M W

IDE

DRIV

EWAY



GATE

12x16ENTRANCE LOBBY UP

UP

30.5M WIDE ROAD

12.2M WIDE ROAD

12.2M

WID

E RO

AD

SECURITYCABIN

1.80 X 1.80

GATE

A.H.U.2.00x3.00

TOILET1.35x1.88

W3

D3

D3

F.R.

D.

LIFT2.73x2.84

LIFT2.73x2.84

LIFT2.73x2.84

LIFT2.73x2.84

SERVICE LIFT3.12x2.15

LOBBY2.54x2.15

UP D2

DUCT1.47x2.15

LOBBY

SERVICE UNIT - 6

6.53x16.122.95x3.08

IT SUPPORT

DUCT0.9x

F.F.

1.88

1.42x1.05

UP UP

A.H.U.2.00x3.00

TOILET1.35x1.88

W3

D3

D3

SERVICE UNIT - 5

6.50x16.122.92x3.081.42x1.05

IT SUPPORT SERVICE UNIT - 4

6.50x18.272.92x3.081.50x0.60

IT SUPPORT

UP

TOILET1.35x2.33

W3

D3

A.H.U.2.00x3.00

D3

A.H.U.2.00x3.00

D3

UP

SERVICE UNIT - 3

6.50x18.272.92x3.081.50x0.60

IT SUPPORT

TOILET1.35x2.33

W3

D3

A.H.U.2.00x3.00

TOILET1.35x1.88

W3

D3

D3

SERVICE UNIT - 1

6.53x16.122.95x3.08

IT SUPPORT

1.42x1.05

UPUP

A.H.U.2.00x3.00

TOILET1.35x1.88

W3

D3

D3

SERVICE UNIT - 2

6.50x16.122.92x3.081.42x1.05

IT SUPPORT

MEZZANINE ABOVE MEZZANINE ABOVE

BLDG

.LINE

ABO

VE

BLDG

.LINE

ABO

VE

BLDG.LINE ABOVE

BLDG.LINE ABOVE

BLDG

.LINE

ABO

VE

BLDG

.LIN

E AB

OVE

BLDG

.LINE

ABO

VE

BLDG

.LINE

ABO

VE

(COMMERCIAL) (COMMERCIAL) (COMMERCIAL) (COMMERCIAL) (COMMERCIAL) (COMMERCIAL)

RAMP UP FROM GR TO P13.60 M WIDE RAMP

RATIO = 1 : 8

RAMP DN FROM P1 TO GR3.60 M WIDE RAMP

RATIO = 1 : 8

D2

465.00x2.50

455.00x2.50

445.00x2.50

435.00x2.50

425.00x2.50

415.00x2.50

405.00x2.50

395.00x2.50

175.00x2.50

185.00x2.50

195.00x2.50

205.00x2.50

215.00x2.50

272.50x5.00

282.50x5.00

292.50x5.00

302.50x5.00

312.50x5.00

322.50x5.00

332.50x5.00

342.50x5.00

352.50x5.00

362.50x5.00

372.50x5.00

505.00x2.50

51

485.00x2.50

49 STAC

K PA

RKIN

G

225.00x2.50

22.50x5.00

32.50x5.00

42.50x5.00

52.50x5.00

62.50x5.00

72.50x5.00

82.50x5.00

92.50x5.00

102.50x5.00

112.50x5.00

122.50x5.00

132.50x5.00

142.50x5.00

152.50x5.00

162.50x5.00

235.00x2.50

245.00x2.50

525.00x2.50

STAC

K PA

RKIN

G

545.00x2.50

53

555.00x2.50

565.00x2.50

UP

2.46x2.15LOBBY

LOBBYELECTRICAL METER RM

4.05x4.38

7.65x4.73

DG / OTHER SERVICES14.93x13.42

HOUSE KEEPING LADIES

HOUSE KEEPING GENTS

TELEPHONE ROOM

JANITOR

VISITORLADIES

VISITORGENTS

DRIVER ROOM

3.12x2.15SERVICE LIFT

DUCT0.9x

F.F.

1.88

DUCT1.2x2.35

D2

TOILET2.00x1.35 D3

D3TOILET2.00x1.35

A.H.U.3.00x2.00

D3

D3

D3 D3

D2

D3D3 TOILET1.3x1.175

TOILET1.3x1.175

1.9x3.551.45x0.9

2.96x2.5 1.2x2.5

1.91x1.73 0.9x1.88

2.96x1.3

0.9x1.051.91x0.9

2.55x1.68

1.2x2.4 1.2x2.4

D3

D3

D3

D3 D3

D2

PRESSURIZATIONSTAIRCASE

DUCT

3.22x13.795

3.3x9.13

6.25x2.205

D1

19.17x1314.89x2.082.42x5.95

(COMMERCIAL)SERVICE UNIT - 7

IT SUPPORT

D1

LOBBY6.25x2.35

F.R.

D.

ENTRY ENTRY

EXIT

GROUND FLOOR PLANSCALE 1:100



1stLevelPodiumPlan

2ndLevelPodiumPlan

4 LEVEL PUZZLE

4 LEVEL PUZZLE

1 2 3 4 7

8

5

6

11

12

9

10

15

16

13

14

19

20

17

18

21

22 23 24 25

28

29

26

27

32

33

30

31

36

37

34

35

40

41

38

39

42

47

50 56

45

48

49

51

52

53 59

58

57

55

54

46

44

62 6463

43

61

60

6.00 M

WID

E DR

IVEW

AY

1.00x2.001

1.00x2.002

1.00x2.003

1.00x2.004

1.00x2.005

1.00x2.006

1.00x2.007

1.00x2.008

1.00x2.009

1.00x2.0010

1.00x2.0011

1.00x2.0012

1.00x2.0013

1.00x2.0014

1.00x2.0015

1.00x2.0016

1.00x2.0017

1.00x2.0018

1.00x2.0019

1.00x2.0020

ZATIONPRESSURI-

2.50x5.00 2.50x5.00 2.50x5.00

5.00x2.50

5.00x2.50

5.00x2.50

5.00x2.50

5.00x2.50

5.00x2.50

5.00x2.50

5.00x2.50

5.00x2.50

5.00x2.50

5.00x2.50

5.00x2.50

5.00x2.50

5.00x2.50

5.00x2.50 5.00x2.50

5.00x2.50

2.50x5.00 2.50x5.00

2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00

2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00

1.47



FIRST LEVEL PODIUM PLAN (P1 )SCALE 1:100

D2

D1

3.60 M WIDE RAMPRATIO = 1 : 8

RAMP UP FROM P1 TO P2


RAMP DN FROM P2 TO P1

LOBBY3.22x13.645

DUCT1.32x2.15

3.61

2.3

F.R.

D.

LIFT2.73x2.84

LIFT2.73x2.58

LIFT2.73x2.58

LIFT2.73x2.69

F.F.

DUC

T0.

9x1.8

8F.

F. DU

CT0.

9x1.8

8DUCT

1.15x5.61

ELECT.

D2UP

DNW1W2

F.R.

D.


LOBBY2.54x2.15

SERVICE LIFT

UP

DN

3.12x2.15LOBBY

2.54x2.15

W1

1.00x2.001

1.00x2.002

1.00x2.003

1.00x2.004

1.00x2.005

1.00x2.006

DUCT1.32x2.15

ZATIONPRESSURI-

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK

STACK

5.00x2.50

2.50x5.00 2.50x5.00

STACK5.00x2.50

STACK5.00x2.50

5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00


6.00 M

WID

E DR

IVEW

AY


SECOND LEVEL PODIUM PLAN (P2)SCALE 1:100

D2

D1

VOID





F.R.

D.

LOBBY3.22x13.645

LIFT2.73x2.84

LIFT2.73x2.58

LIFT2.73x2.58

LIFT2.73x2.69

F.F.

DUC

T0.9

x1.88

F.F.

DUC

T0.9

x1.88

DUCT1.15x5.61

ELECT.

D2UP

DNW1W2

F.R.

D.


LOBBY2.54x2.15

SERVICE LIFT

UP

DN

3.12x2.15LOBBY

2.54x2.15

W1

VOID

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

19

20

21

22

17 18

31 32

34

36

40

42

44

37 38

51

53

55

47

45

49 50

29

27 28

57 58

59 60

61

63

65

62

64

66 7068

69

30

52

54

56

48

4633

35

39

41

43

67

2624

2523

71

STACK



3rdLevelPodiumPlan

4thLevelPodiumPlan

1.00x2.001

1.00x2.002

1.00x2.003

1.00x2.004

1.00x2.005

1.00x2.006

DUCT1.32x2.15

ZATIONPRESSURI-

5.00x2.50

2.50x5.00 2.50x5.00 2.50x5.00

STACK5.00x2.50

5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK5.00x2.50

2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00

2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00 2.50x5.00


6.00 M

WID

E DR

IVEW

AY


THIRD LEVEL PODIUM PLAN (P3)SCALE 1:100





F.R.

D.

LOBBY3.22x13.645

D2

D1

LIFT2.73x2.84

LIFT2.73x2.58

LIFT2.73x2.58

LIFT2.73x2.69

F.F.

DUC

T0.9

x1.88

F.F.

DUC

T0.9

x1.88

DUCT1.15x5.61

ELECT.

49 50

29

27 28

57 58

59 60

61

63

65

62

64

66 7068

69

30

52

54

56

48

4633

35

39

41

43

67

2624

2523

71

STACK

STACK STACK STACK

D2UP

DNW1W2

F.R.

D.


LOBBY2.54x2.15

SERVICE LIFT

UP

DN

3.12x2.15LOBBY

2.54x2.15

W1

4 LEVEL PUZZLE 17

4 LEVEL PUZZLE 17

74

75

72

73

78

79

76

77

82

83

80

81

86

87

84

85

88

91

92

89

90

95

96

93

94

99

100

97

98

103

104

101

102

105

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

19

20

21

22

17 18

31 32

34

36

40

42

44

37 38

51

53

55

47

45

37 38

55

57

59

51

49

53 54

56

58

60

52

5033

35

39

41

43 STACK

61 62

63 64

4645 STACK

4847 STACK5.00x2.50

5.00x2.50

5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

STACK5.00x2.50

5.00x2.50

5.00x2.50

2.50x5.00 2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

STACK2.50x5.00

1.00x2.001

1.00x2.002

1.00x2.003

1.00x2.004

1.00x2.005

1.00x2.006

1.00x2.007

1.00x2.008

1.00x2.009

1.00x2.0010

1.00x2.0011

1.00x2.0012

1.00x2.0013

1.00x2.0014

1.00x2.0015

1.00x2.0016

1.00x2.0017

1.00x2.0018

1.00x2.0019

1.00x2.0020

1.00x2.0021

1.00x2.0022

1.00x2.0023

1.00x2.0024

1.00x2.0025

DUCT1.32x2.15

ZATIONPRESSURI-

3.60 M

WID

E RA

MPRA

TIO

= 1 :

8

RAMP

UP

FROM

P3 T

O P4

3.60 M

WID

E RA

MPRA

TIO

= 1 :

8

RAMP

DN

FROM

P4 T

O P3

6.00 M

WID

E DR

IVEW

AY


FOURTH LEVEL PODIUM PLAN (P4)SCALE 1:100

F.R.

D.

LOBBY3.22x13.645

TOILET1.93x3.72

W3

D3

D3

A.H.U.2.00x3.00

CAFETERIA18.545x10.72.08x3.745

1.5 M

WID

E BA

LCON

Y

D2

D1

VOID

VOID

D2

DUCT1.15x5.61

LIFT2.73x2.84

LIFT2.73x2.58

LIFT2.73x2.58

LIFT2.73x2.69

F.F.

DUC

T0.9

x1.88

F.F.

DUC

T0.9

x1.88

1

2

3

4

5 7

10

11

12

15

166 8

9 13

14

19

20

21

22

17 18

31 32 29

27 28

30

2624

2523

STACK

STACK STACK

ELECT.

65 66

67 68

69

34

36

40

42

44

D2UP

DNW1W2

F.R.

D.


LOBBY2.54x2.15

SERVICE LIFT

UP

DN

3.12x2.15LOBBY

2.54x2.15

W1



Figure3:Thefiretendermovementplan

ELECTRICAL METER RM

GATE

9.00 M

WID

E DR

IVEW

AY9.0

0 M W

IDE

DRIV

EWAY

9.00 M

WID

E DR

IVEW

AY9.0

0 M W

IDE

DRIV

EWAY



GATE


UP

30.5M WIDE ROAD

12.2M WIDE ROAD

12.2

M W

IDE

ROAD

SECURITYCABIN

1.80 X 1.80

GATE

A.H.U.2.00x3.00

TOILET1.35x1.88

W3

D3

D3

F.R.

D.

LIFT2.73x2.84

LIFT2.73x2.84

LIFT2.73x2.84

LIFT2.73x2.84


LOBBY2.54x2.15

UP D2

DUCT1.47x2.15

LOBBY

SERVICE UNIT - 6

6.53x16.122.95x3.08

IT SUPPORT

DUCT0.9x

F.F.

1.88

1.42x1.05

UP UP

A.H.U.2.00x3.00

TOILET1.35x1.88

W3

D3

D3

SERVICE UNIT - 5

6.50x16.122.92x3.081.42x1.05


6.50x18.272.92x3.081.50x0.60

IT SUPPORT

UP

TOILET1.35x2.33

W3

D3

A.H.U.2.00x3.00

D3

A.H.U.2.00x3.00

D3

UP

SERVICE UNIT - 3

6.50x18.272.92x3.081.50x0.60

IT SUPPORT

TOILET1.35x2.33

W3

D3

A.H.U.2.00x3.00

TOILET1.35x1.88

W3

D3

D3

SERVICE UNIT - 1

6.53x16.122.95x3.08

IT SUPPORT

1.42x1.05

UPUP

A.H.U.2.00x3.00

TOILET1.35x1.88

W3

D3

D3

SERVICE UNIT - 2

6.50x16.122.92x3.081.42x1.05

IT SUPPORT


BLDG

.LIN

E AB

OVE

BLDG

.LIN

E AB

OVE

BLDG.LINE ABOVE

BLDG.LINE ABOVE

BLDG

.LIN

E AB

OVE

BLDG

.LIN

E AB

OVE

BLDG

.LIN

E AB

OVE

BLDG

.LIN

E AB

OVE



RATIO = 1 : 8


RATIO = 1 : 8

D2

465.00x2.50

455.00x2.50

445.00x2.50

435.00x2.50

425.00x2.50

415.00x2.50

405.00x2.50

395.00x2.50

175.00x2.50

185.00x2.50

195.00x2.50

205.00x2.50

215.00x2.50

272.50x5.00

282.50x5.00

292.50x5.00

302.50x5.00

312.50x5.00

322.50x5.00

332.50x5.00

342.50x5.00

352.50x5.00

362.50x5.00

372.50x5.00

505.00x2.50

51

485.00x2.50

49 STAC

K PA

RKIN

G

225.00x2.50

22.50x5.00

32.50x5.00

42.50x5.00

52.50x5.00

62.50x5.00

72.50x5.00

82.50x5.00

92.50x5.00

102.50x5.00

112.50x5.00

122.50x5.00

132.50x5.00

142.50x5.00

152.50x5.00

162.50x5.00

235.00x2.50

245.00x2.50

525.00x2.50

STAC

K PA

RKIN

G

545.00x2.50

53

555.00x2.50

565.00x2.50

UP

2.46x2.15LOBBY


4.05x4.38

7.65x4.73



HOUSE KEEPING GENTS

TELEPHONE ROOM

JANITOR

VISITORLADIES

VISITORGENTS

DRIVER ROOM


DUCT0.9x

F.F.

1.88

DUCT1.2x2.35

D2

TOILET2.00x1.35 D3

D3TOILET2.00x1.35

A.H.U.3.00x2.00

D3

D3

D3 D3

D2


TOILET1.3x1.175

1.9x3.551.45x0.9

2.96x2.5 1.2x2.5

1.91x1.73 0.9x1.88

2.96x1.3

0.9x1.051.91x0.9

2.55x1.68

1.2x2.4 1.2x2.4

D3

D3

D3

D3 D3

D2


DUCT

3.22x13.795

3.3x9.13

6.25x2.205

D1

19.17x1314.89x2.082.42x5.95


IT SUPPORT

D1

LOBBY6.25x2.35

F.R.

D.

ENTRY ENTRY

EXIT

FIRE TENDER MOVEMENT PLAN SCALE 1:100



Point No. 8: Details of source of water supply along with permission to besubmitted.

Compliance: WatersupplywillbeavailablefromWagleEstateMIDC.PointNo.9: Excesstreatedsewagedisposalplan/schemetobesubmitted.Compliance: 98%ofthetreatedwaterwillberecycledintheproject.Treated

waterwillberecycledforflushing(49KLD)&HVAC(21KLD).Point No. 10: A management plan for excavation and dewatering to ensure

compliancetotheCGWAguidelinesandregulation.Compliance: Thereisnobasementproposedfortheproject.Excavationwillbe

doneonlyforfoundationpurpose.InaccordancewiththeCGWAguidelinesandregulationwewillprovidesettlingtankofthesize3mx2mx3m for dewatering of the excavated soil if thegroundwater table is intersected during the excavation. Thedewateredquantityofwaterwillbeutilizedfordustsuppressiononsiteand/orforconstructionactivities.

PointNo.11:Assessmentofgroundlevelconcentrationofairpollutantsdueto

DGset(2x1250KVA).

Compliance:AssessmentofgroundlevelconcentrationofpollutantsduetoDGsetof2x1250kVAcapacityisgiveninfollowingfigure4.



Figure4:IsoplethsofPredictedConcentrationsforSO2

The DG set operationwill contribute towards the air pollution. These DG setshavebeenprovidedtotakecareofpoweravailabilityduringpowerfailurefromMSEDCL. However in the project area 24 hrs electricity is supplied, but on aprecautionary basis the above DG sets have been proposed in case of anyemergenciesarisingoutof routinepower failure.The impactof theDGsetsonthe environment has also been studied using mathematical model forascertainingthegaseouspollutantimpact.

Theresultsof themathematicalmodel indicate that themaximum incrementalincrease intheSO2concentration is0.62ug/m3.The isoplethsofpredictedSO2concentrationsisgiveninfigureabove.Thisisconfinedtoasmallareaof300minandaroundtheprojectsite.Thepredictedconcentrationsfromthemodelwillnot lead to alter the baseline concentrations as it is well within the normsstipulatedandalsoastheDGswillbeusedonlyduringemergency.

-500 -400 -300 -200 -100 0 100 200 300 400 500-500

-400

-300

-200

-100

0

100

200

300

400

500

0ug/m3

0.05ug/m3

0.1ug/m3

0.15ug/m3

0.2ug/m3

0.25ug/m3

0.3ug/m3

0.35ug/m3

0.4ug/m3

0.45ug/m3

0.5ug/m3

0.55ug/m3

0.6ug/m3

0.65ug/m3



PointNo.12:EffortshallbemadetoreducecapacityofDGsetupto1x1250KVAandremainingstandbypowershallbemetfromsolarenergy.

Compliance: Being an IT Park, we are providing Solar PV cells of 25 kWp

capacity.Alltheelectricitygeneratedthrough25kWpsolarpanelswillbeconnectedtothegriddirectly.Alsoasperthenormswewillhavetoprovide100%backupsothecapacityofDGsetscannotbereduced.

PointNo.13:Treatmentschemeforsewageanditsrecyclingmode.Compliance: Treatment scheme for sewage is up to Tertiary level to achieve

following standards. All the treated water will be used for theFlushing(49KLD)andHVAC(21KLD)Makeup.ThereisnoexcessdischargeintotheMIDCsewerline.Theschematicofthetreatmentprocess is shown in the figure 5. The raw water, treated waterexpected paramenters and the standard as perMoEF for treatedwaterqualityaregivenintable



Figure5:SchematicdiagramofSTP

Table4:ExpectedCharacteristicsofRawandtreatedWater

Sr.No. Parameters Raw

SewageTreatedSewage

StandardsforNewSTPasperMoEFNotification

1 pH 7‐8 7‐8 6.5to9

2 TotalSuspendedSolidsmg/l 100‐200 Upto10 20

3 BOD(3days27˚C)(mg/l) 250‐300 <10 10

4 COD(mg/l) 450‐600 Upto40 50

5 TotalNitrogen(mg/l) 40‐50 <10 10

6 AmmonicalNitrogen(mg/l) <1 5

7FecalColiforms(MPN/100ml)

~107

/100ml200/100

ml <100

1

INLET FROM COMPLEX

416 m³/day

RAW SEWAGE

2

AIR BLOWER

AIR BLOWER

5

9

FILTRATE TORECEIVING

SUMP

SLUDGEUSE ASMANURE

6

NaOCl DOSING

TO FILTER PRESS

TREATED WATERFOR RECYCLING

7

B ACK WASH LINEB ACK WASH LINE

8LEGEND

2 ) AERATION TANK (MBBR TANK)1) RECEIVING SUMP

6) TREATED EFFLUENT SUMP

3 ) FLASH MIXER

4 ) FLOCCULATOR5 ) SETTLING TANK

9) FILTER PRESS (xx CHAMBER)

7) PRESSURE SAND FILTER8) ACTIVATED CARBON FILTER

AERATION TANK FILLED WITH MEDIA



PointNo.14:Detailsofrainwaterharvestingsystemtobefurnished.Clarityonrecharge pits, storage systems for rain water and use ofappropriate filtration system for collected rain water to bedetailed.

Compliance: The rooftop rainwater will be stored in Rain Water Harvesting

tanksafterfiltration.TherooftopRainwaterharvestingpotentialprojectis7m3/day&theprovisionof1RainwaterHarvestingtankhavingholdingcapacityof15m3willbeprovided.

Point No. 15: Calculation on sizing of solar water heating systems to be

furnished.Compliance:BeinganITPark,theprojectdoesn’thaveahotwaterrequirement.

We aremaking provision of Solar PV panels of 25 kWp capacity.Outofwhich,20kWpisonterraceandasperthesuggestion,weare providing additional 5kWp solar panels above parapet wallcantileveredalongtheperiphery.

PointNo.16:At least2 solarpowered lightsandone fan shallbeprovided in

eachflat.Solargenerationshallbeconnectedtothegrid.Compliance: Being an IT Park, we are providing Solar PV cells of 25 kWp

capacity. Since it doesn’t have individual flats, all the electricitygenerated through 25 kWp solar panelswill be connected to thegriddirectly.

PointNo.17:Solidwastemanagementplanalongwithareaearmarkedforsolid

wastemanagementscheme.Compliance:Solidwastemanagementplanalongwithareaearmarkedforsolid

wastemanagementschemeandthe locationoftheSWMinlayoutisshowninfigure6.

TotalSolidwastegeneration :329kg/day Thebiodegradablecomponentis :197kg/day Inert,recyclablewasteis :132kg/day EWastegeneration: :0.56T/yr SeparatestorageplaceisproposedforEWaste Segregationofdryandwetgarbagewillbedoneatsource Thebiodegradable&non‐biodegradablewastewillbesegregatedatsource

Dry garbage as inert/recyclable waste such as plastics, glass,metals,rubberwillbesegregatedanddisposedofftorecyclers



Wet garbage/biodegradable matter as leftover food, vegetableswill be composted using mechanical composting (Eco‐Biocompack).

1compostingunitof200kg/dcapacitywillbeprovided TotalareaforSWM:50m2


Figure6:SolidWasteManagementPlan

AREASEARMARKEDFORSOLIDWASTEMANAGEMENT

Domestic Solid Waste

132 kg/d Dry Garbage

Gardening Landscaping

Recycling Mechanical composting

At Source

197 kg/d Wet Garbage



PointNo.18:Managementof excavated soil. Pollution controlmeasures tobe

taken to control fugitive emission during construction phaseincludingmarble/stonecutting.

Compliance:ExcavatedsoilwillbeusedfortheRoadpavement&siteleveling. Fugitive emission during construction phase will be control by

barricading&plantationalongtheplotboundary,watersprinklingat regular interval to arrest Air Bourne‐dust, Use of Ready Mixconcretetoavoidexcessivemovementofvehiclesonthesite.Useof PPE such as ear plugs and masks for Labours will be mademandatorywherever there are excess emissions. Precut vitrifiedtileswillbeusedforflooring.Tilescuttingwillbedonewithinthebuilding and will be done using water so there will not be anyconsiderablefugitiveemission.

DG SET

SWM

UP

UP

30.5M WIDE ROAD

12.2M WIDE ROAD

12.2M

WID

E RO

AD

SECURITYCABIN

2.1

1.80 X 1.80

2.1

GATE EXIT69.186

58.391

84.908

4.579

A.H.U.2.00x3.00

TOILET1.35x1.88

W3

D3

D3

1.15

7.48

40.1

F.R.

D.

LIFT2.73x2.84

LIFT2.73x2.84

LIFT2.73x2.84

LIFT2.73x2.84


LOBBY2.54x2.15

1.58

1.58

0.15

1.58 3 1.5 1.2UP D2

1.58 3 1.51.58

1.58

0.15

DUCT1.47x2.15

1.47

LOBBY

SERVICE UNIT - 6

6.53x16.122.95x3.08

IT SUPPORT

DUCT0.9x

F.F.

1.88

1.42x1.05

UP UP

A.H.U.2.00x3.00

TOILET1.35x1.88

W3

D3

D3

SERVICE UNIT - 5

6.50x16.122.92x3.081.42x1.05


6.50x18.272.92x3.081.50x0.60

IT SUPPORT

UP

TOILET1.35x2.33

W3

D3

A.H.U.2.00x3.00

D3

A.H.U.2.00x3.00

D3

UP

SERVICE UNIT - 3

6.50x18.272.92x3.081.50x0.60

IT SUPPORT

TOILET1.35x2.33

W3

D3

A.H.U.2.00x3.00

TOILET1.35x1.88

W3

D3

D3

SERVICE UNIT - 1

6.53x16.122.95x3.08

IT SUPPORT

1.42x1.05

UPUP

A.H.U.2.00x3.00

TOILET1.35x1.88

W3

D3

D3

SERVICE UNIT - 2

6.50x16.122.92x3.081.42x1.05

IT SUPPORT


19.35

13.322

5.52

3.61

2.15

BLDG

.LIN

E AB

OVE

BLDG

.LIN

E AB

OVE

BLDG.LINE ABOVE

19.35

13.32

BLDG.LINE ABOVE

2

5.52

2.15

6.47

16

4.22

BLDG

.LIN

E AB

OVE

BLDG

.LIN

E AB

OVE

BLDG

.LIN

E AB

OVE

BLDG

.LIN

E AB

OVE

2.15

1.57

7.96

2.3

1.32

14.9

4.76

13.91

7.76

6.03.344



RATIO = 1 : 8


RATIO = 1 : 8

18.25

14.8

D2

13.61

15.08

STAC

K PA

RKIN

G

12.14

2.18

ELECTRICAL METER RM

GATE

9.00 M

WID

E DR

IVEW

AY

ENTRY

9.00 M

WID

E DR

IVEW

AY

9.00

M W

IDE

DRIV

EWAY



GROUND FLOOR PLAN

13.422

SCALE 1:100

GATE

ENTRY

15.38

7.8

37.85

22.77

4.68

12x16ENTRANCE LOBBY

UP

2.46x2.15LOBBY


4.05x4.38

7.65x4.73



HOUSE KEEPING GENTS

TELEPHONE ROOM

JANITOR

VISITORLADIES

VISITORGENTS

DRIVER ROOM


DUCT0.9x

F.F.

1.88

DUCT1.2x2.35

D2

TOILET2.00x1.35 D3

D3TOILET2.00x1.35

A.H.U.3.00x2.00

D3

D3

4.53

3.61

7.95

D3 D3

D2

D3D3

2.20

5

2.8

13.79

5

S.T.P.

UNDERGROUND TANK

TOILET1.3x1.175

TOILET1.3x1.175

1.9x3.551.45x0.9

2.96x2.5 1.2x2.5

1.91x1.73 0.9x1.88

2.96x1.3

0.9x1.051.91x0.9

2.55x1.68

1.2x2.4 1.2x2.4

3.7

5.366.94

1.05

2.85

2.5

3.41

D3

D3

D3

D3 D3

3.75

1.3

7.287.8

D2


DUCT

2.57

3.22x13.795

3.3x9.13

6.25x2.205

D1

19.17x1314.89x2.082.42x5.95


IT SUPPORT

D1

LOBBY6.25x2.35

7.13

F.R.

D.

HB

HB

³

³ ³

BOUTFALL OUTFALL

STP

UGTanks (Domestictank, RWHTank, FlushingTank,etc.)

DGSet

SWM

EWaste Storagearea



Point No. 19: Details energy conservation measures to be taken. (all pointsmentionedintheproposalsuchasorientationtosupportreducedheat gain, use of ASHRAE 90.1, use of ECBC compliant envelopemeasures to be supported through drawings and details in theproposal.

Compliance:Energysavingof total40%ascomparedtoASHRAE90.12007&

ECBC2007base‐casewillbeachieved throughvariousmeasures,whicharegiven:



0

1

2

3

4

5

6

7

8

9

10

11

12

13

1 2 3 4 5 6 7 8 9 10Co

nsum

ption (kWh/Sqft‐Year)Ambient

Lights2.80

Misc Equip3.20

Space Heating0.40

Space Cooling3.60

Heat Reject0.20

Pumps & Aux0.80

Vent Fans1.50

Exterior Usage0.50

EnduseElectricityconsumption‐13kWh/sq.ft/yr

EnergyPerformanceIndex(EPI)‐TowardsHighperformanceEPI‐kWh/sq.ft./Yr.

AnnualEnergyProjectionfortheBaselineofficebuilding‐4696MWhapprox.for3.61lakhsq.ft.area.GHGemissionsfromannualenergyconsumption,GHGemissionfactor–India0.9tCO2/MWhAnnualGHGemissionsforbaseline=4226tCO2


Replyto11thEACMeeting Page

















ENERGY SAVING


PointNo.20:LayoutplanindicatingGreenbeltalongwithareaearmarkedtobe

provided.

Compliance: Layout plan indicatingGreenbelt is given in the figure 7 and thedata for number of trees, species to be planted are given in thetablesbelow.

Trees to be planted on Ground

Symbol Scientific Name Common name No. of species to be planted

Alstonia Scholarish Saptaparni 12 Azardiracta Indica Neem 16 MicheliaChampaca Sonchapha 15 Nyctanthes Arbortristis Parijatak 17 Saraca Indica Sita Asoka 10

TOTAL 70

Details Information

Trees to be planted 70 Nos.

Project comes under MIDC’s Wagle Industrial Estate. The Common RG is already provided.

ShrubstobeplantedonGroundRosaarvensis GulabCannaindicaL KardalPipernigrum MirvelGardeniajasminoides AnantJasminumofficinale Jasmin



Figure6:Landscapedrawing

UP

2.46x2.15LOBBY


4.05x4.38

7.65x4.73



HOUSE KEEPING GENTS

TELEPHONE ROOM

JANITOR

VISITORLADIES

VISITORGENTS

DRIVER ROOM


DUCT0.9x

F.F.

1.88

DUCT1.2x2.35

D2

TOILET2.00x1.35 D3

D3TOILET2.00x1.35

A.H.U.3.00x2.00

D3

D3

D3 D3

D2


TOILET1.3x1.175

1.9x3.551.45x0.9

2.96x2.5 1.2x2.5

1.91x1.73 0.9x1.88

2.96x1.3

0.9x1.051.91x0.9

2.55x1.68

1.2x2.4 1.2x2.4

D3

D3

D3

D3 D3

D2


DUCT

3.22x13.795

3.3x9.13

6.25x2.205

D1

19.17x1314.89x2.082.42x5.95


IT SUPPORT

D1

LOBBY6.25x2.35

F.R.

D.

ENTRY ENTRY

EXIT

LANDSCAPE PLAN SCALE 1:100

ELECTRICAL METER RM

2.00x3.00

TOILET1.35x1.88

W3

D3

D3

SERVICE UNIT - 1

6.53x16.122.95x3.08

IT SUPPORT

1.42x1.05

UPUP

A.H.U.2.00x3.00

TOILET1.35x1.88

W3

D3

D3

SERVICE UNIT - 2

6.50x16.122.92x3.081.42x1.05

IT SUPPORT


BLDG

.LINE

ABO

VE

BLDG

.LINE

ABO

VE

BLDG.LINE ABOVE

BLDG.LINE ABOVE

BLDG

.LINE

ABO

VE

BLDG

.LINE

ABO

VEBL

DG.LI

NE A

BOVE

BLDG

.LINE

ABO

VE



RATIO = 1 : 8


RATIO = 1 : 8

D2

505.00x2.50

51

485.00x2.50

49 STAC

K PA

RKIN

G

525.00x2.50

STAC

K PA

RKIN

G

545.00x2.50

53

555.00x2.50

565.00x2.50

GATE

9.00 M

WID

E DR

IVEW

AY9.0

0 M W

IDE

DRIV

EWAY

9.00 M

WID

E DR

IVEW

AY9.0

0 M W

IDE

DRIV

EWAY



GATE


UP

30.5M WIDE ROAD

12.2M WIDE ROAD

12.2M

WID

E RO

AD

SECURITYCABIN

1.80 X 1.80

GATE

A.H.U.2.00x3.00

TOILET1.35x1.88

W3

D3

D3

F.R.

D.LIFT

2.73x2.84

LIFT2.73x2.84

LIFT2.73x2.84

LIFT2.73x2.84


LOBBY2.54x2.15

UP D2

DUCT1.47x2.15

LOBBY

SERVICE UNIT - 6

6.53x16.122.95x3.08

IT SUPPORT

DUCT0.9x

F.F.

1.88

1.42x1.05

UP UP

A.H.U.2.00x3.00

TOILET1.35x1.88

W3

D3

D3

SERVICE UNIT - 5

6.50x16.122.92x3.081.42x1.05


6.50x18.272.92x3.081.50x0.60

IT SUPPORT

UP

TOILET1.35x2.33

W3

D3

A.H.U.2.00x3.00

D3

A.H.U.2.00x3.00

D3

UP

SERVICE UNIT - 3

6.50x18.272.92x3.081.50x0.60

IT SUPPORT

TOILET1.35x2.33

W3

D3

A.H.U.

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