YN0878_C2_YAT20212_DP(1).pdf

SHEET CONTENTS:DATE SHEET NO.IGT APPROVAL

SITE NAME:SIGNATURENAME

LAND OWNER

SITE INFORMATION

TABLE OF CONTENTS

NAME ADDRESS CONTACT NO.

CDC APPROVAL STAMP

LEGEND

CONSULTANT APPROVAL STAMP

1

14

DRAWN

CHECKED

APPROVED

C2 - APPROVED CANDIDATE NUMBER

COORDINATESLATTITUDE

LONGITUDE

REV - REVISION NO.

IGT - IRRAWADDY GREEN TOWERS

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS

ALL ELEVATIONS ARE IN METERS.

1.

2.OTHERWISE NOTED.

LOCATION / VICINITY PLAN & GOOGLE MAP WITH COORDINATES

DRAWING NO.

1

NO. DESCRIPTION

OUTDOOR GREENFIELD SITEDETAILED DESIGN DRAWINGS FOR (SITE ID: YN0878_YAT20212)

IGT-MYANMAR GSM ROLLOUT PROJECT

2

3

4

5

6

SITE LAYOUT

TOWER ELEVATION LAYOUT

TOWER FOUNDATION DESIGN DRAWING

EARTHING TEST PIT

TOWER EARTHING LAYOUT

12

7

13

UNION REPUBLIC OF MYANMAR

TABLE OF CONTENTSIGT_C2_TABLE OF CONTENTS_REV_01

CONTRACTOR SHALL ENSURE THAT ALL EXISTING UNDER1.GROUND & ABOVEGROUND SERVICES & UTILITIES FOUNDWITHIN THE SITE PERIMETER AND NOT INDICATED IN THEDETAILED DESIGN DRAWING SHALL BE REPORTED TO THEPROPER MANAGEMENT AND PROTECTED FROM ANYFURTHER DAMAGES DURING CONSTRUCTION.ALL HEALTH & SAFETY POLICIES AND PROCEDURES SHALL2.BE STRICTLY IMPLEMENTED DURING CONSTRUCTION.CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES3.FOR THE USE OF TOOLS AND EQUIPMENTS ON SITE, WHICHMAY AFFECT THE STRUCTURAL SOUNDNESS OF ANYADJACENT STRUCTURES.ALL REFERENCES FOR AZIMUTH READING AND ANGULAR4.POSITIONS SHALL BE FROM TRUE GEOGRAPHICAL NOTH.

ALL EXCESS MATERIAL ON SITE SHALL BE DISPOSED OFF5.TO PROPER LOCATIONS AFTER CONSTRUCTIONS.

CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER IN3.ADVANCE OF ANY CHANGES ON SITE THAT DO NOTCONFORM TO THE DESIGN SPECIFICATIONS ANDREQUIREMENTS IN THE DETAILED DETAIL DESIGN DWGS.ANY CHANGES ON THE EXECUTION OF WORK AND SITE 4.METHODOLOGY SHALL BE CARRIED OUT ONLY UPONWRITTEN APPROVAL FROM AN ENGINEER.

NO WORKS SHALL BE EXECUTED UNLESS ALL NECESSARY5.CONSTRUCTION PERMITS ARE OBTAINED AND APPROVEDBY THE CUSTOMER.

CONSTRUCTION NOTES

SITE EARTHING LAYOUT

OUTDOOR BTS PAD

GENSET PAD

SINGLE LINE DIAGRAM

8

CABLE TRAY AND CABLE LADDER DETAIL DRAWING

9

11

10

TOWN

DISTRICT

REGION

::

:

FENCE DETAILED DRAWING

APPROVEDCANIDATE

IGT_C2_LOCATION MAP_REV_01

IGT_C2_SITE LAYOUT_REV_01

IGT_C2_TOWER ELEVATION_REV_01

IGT_C2_SITE_EARTHING_REV_01

IGT_C2_TOWER EARTHING_REV_01

KRISHAN TANEJA

GENERAL NOTES

IGT_STD_TOWER FOUNDATION_REV_01

IGT_STD_OUTDOOR BTS PAD_REV_01

IGT_STD_GENSET PAD_REV_01

IGT_STD_CABLE LADDER/TRAY_REV_01

IGT_STD_FENCE DETAIL_REV_01

IGT_STD_EARTHING TEST PIT_REV_01

IGT_STD_SINGLE LINE DIAGRAM_REV_01

STD - STANDARD DRAWING

DWG. NO.

RELEASED PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTIONFOR

(INCLUDING DUCTING FOR ELECTRICAL CABLES)

MYINT MYAT

14 EKI_37m_150KPA_195KMPH_AccessIGT_STD_TOWER TEMPLATE

IGT_C2_TABLE OF CONTENTS_REV_01

13 Oct 2015

SITE ID: YN0878_YAT20212

U Zaw Win

C2

YAT20212_KunChanKone

Yangon

09-420017477447, Ywar Street, Lat KhoteKone,KunChanKone Tsp.

_KunChanKone

96.1625°

16.33931°

KRISHAN TANEJA



LAND OWNER

SITE INFORMATION

LOCATION PLAN


CDC APPROVAL STAMP

LEGEND


2A

14

DRAWN

CHECKED

APPROVED



LONGITUDE

REV - REVISION NO.




1.

2.OTHERWISE NOTED.





CONSTRUCTION NOTES

TOWN

DISTRICT

REGION

::

:

APPROVEDCANIDATE

KRISHAN TANEJA

GENERAL NOTES


DWG. NO.


MYINT MYAT

IGT_C2_LOCATION PLAN_REV_00

KRISHAN TANEJA

13 Oct 2015


U Zaw Win

C2


Yangon


_KunChanKone

96.1625°

16.33931°



LAND OWNER

SITE INFORMATION

GOOGLE MAP WITH COORDINATES


CDC APPROVAL STAMP

LEGEND


2B

14

DRAWN

CHECKED

APPROVED



LONGITUDE

REV - REVISION NO.




1.

2.OTHERWISE NOTED.





CONSTRUCTION NOTES

TOWN

DISTRICT

REGION

::

:

APPROVEDCANIDATE

KRISHAN TANEJA

GENERAL NOTES


DWG. NO.


MYINT MYAT

IGT_C2_GOOGLE MAP_REV_00

KRISHAN TANEJA

13 Oct 2015


U Zaw Win

C2


Yangon


_KunChanKone

96.1625°

16.33931°



LAND OWNER

SITE INFORMATION NAME ADDRESS CONTACT NO.

CDC APPROVAL STAMP

LEGEND


DRAWN

CHECKED

APPROVED



LONGITUDE

REV - REVISION NO.


TOWN

DISTRICT

REGION

::

:

APPROVEDCANIDATE

KRISHAN TANEJA


DWG. NO.


MYINT MYAT 13-Oct-2015

HIGH CARE TO BE TAKEN TO AVOID ANY DAMAGE DURING

CONTRACTOR PRIOR TO INSTALLATION OF ANTENNA


MAGNETIC NORTH TO BE VERIFIED ON THE SITE BY THE

EXCAVATION BY PROVIDING PROPER SHORING.4.

6.

5.


1.

3.2.

OTHERWISE NOTED.

MOUNTS.

CABLE TRAY/LADDER SHALL BE HOT DIP GALVANIZED.

HOT WORKS LIKE WELDING ON TOWER FOUNDATIONSIS NOT ALLOWED ON SITE UNLESS OTHERWISE APPROVEDBY ENGINEERING DEPARTMENT.

CONSTRUCTION NOTES

SITE LAYOUTEKI TYPE TOWER

(37m,195Kmph,150Kpa)Access

IGT_C2_SITELAYOUT_REV_01 14

3


U Zaw Win

96.1625°

16.33931° C2

YAT20212_KunChanGone

YANGON


-Kun Chan Kone KRISHAN TANEJA

SHEET CONTENTS: SHEET NO.

CDC APPROVAL STAMP

LEGEND


4B

14


AZ - AZIMUTH

EL - ELEVEATION

MW - MW ANTENNA

FGL - FINISHED GRADE LINE

DWG. NO.


CONSTRUCTION NOTES

ELEVATION LAYOUT

IGT_C2_ELEVATION_REV_01




ANTENNA ELEVATIONS SHOULD BE MEASURED FROM


BACKFILL MATERIALS TO BE PLACED IN 150MM LAYERSAND COMPACTED TO 95% OF THE MAX. DRY DENSITY IN

EXCAVATION BY PROVIDING PROPER SHORING.

7.

4.

6.

5.


1.

3.2.

OTHERWISE NOTED.

MOUNTS.

TOWER BASE PLATE.

ACCORDANCE WITH ASTM D1556.

8.

USE IMPORTED BACKFILLING MATERIALS OR ANY OTHERSUITABLE MATERIALS SUBJECT FOR APPROVAL FROM

9.

IGT-ENGINEERING DEPARTMENT.



(37m,195Kmph,150 kpa)AccessEKI TYPE TOWER

DATE IGT APPROVAL

SITE NAME:

SIGNATURENAME

LAND OWNER


DRAWN

CHECKED

APPROVEDCOORDINATESLATTITUDE

LONGITUDETOWN

DISTRICT

REGION

::

:

APPROVEDCANIDATE

KRISHAN TANEJA

MYINT MYAT

-KRISHAN TANEJA

YANGON


U Zaw Win

96.1625°

16.33931° C2

YAT20212_KunChanGone09-420017477447, Ywar Street, Lat KhoteKone,KunChanKone Tsp.

Kun Chan Kone

13-Oct-2015



LAND OWNER


CDC APPROVAL STAMP

LEGEND


4B

14

DRAWN

CHECKED

APPROVED


COORDINATESLATITUDE

LONGITUDE

AZ - AZIMUTH

EL - ELEVEATION

MW - MW ANTENNA

FGL - FINISHED GRADE LINE

TOWN

DISTRICT

REGION

::

:

APPROVEDCANDIDATE

KRISHAN TANEJADWG. NO.


CONSTRUCTION NOTES

ELEVATION LAYOUT





ANTENNA ELEVATIONS SHOULD BE MEASURED FROM


BACKFILL MATERIALS TO BE PLACED IN 150MM LAYERSAND COMPACTED TO 95% OF THE MAX. DRY DENSITY IN

EXCAVATION BY PROVIDING PROPER SHORING.

7.

4.

6.

5.


1.

3.2.

OTHERWISE NOTED.

MOUNTS.

TOWER BASE PLATE.

ACCORDANCE WITH ASTM D1556.

8.

USE IMPORTED BACKFILLING MATERIALS OR ANY OTHERSUITABLE MATERIALS SUBJECT FOR APPROVAL FROM

9.

IGT-ENGINEERING DEPARTMENT.



:

MYINT MYAT

KRISHAN TANEJAEKI TYPE TOWER


-YANGON


U Zaw Win

96.1625°

16.33931° C2


Kun Chan Kone

13-Oct-2015



LAND OWNER


CDC APPROVAL STAMP

LEGEND


5

14

DRAWN

CHECKED

APPROVEDCOORDINATESLATITUDE

LONGITUDE

TOWN

DISTRICT

REGION

::

:

APPROVEDCANDIDATE



LIGHTNING ROD SHALL BE PROVIDED WITH A 45° CONEOF PROTECTION TO THE ANTENNA OF THE TOWER.

5.

THE RESISTANCE TO EARTH SHALL BE TESTED IN AFTER THE INSTALLATION OF THE EARTHING SYSTEM

EQUIPMENT AND AT THE TOWER.

ALL DIMENSIONS SHALL BE IN MILLIMETERS UNLESS

CABLE GANTRY SHALL BE EARTHED/BOUNDED AT THE

ACCORDANCE WITH EARTHING TEST PROCEDURE FOR

ANTI-CORROSION COMPOUND SHALL BE APPLIED AFTER TERMINATION AND MECHANICAL WELD CONNECTION.

4.

3.

1.

2.

OTHERWISE NOTED.

GSM SITES.

- EARTHING INSPECTION PIT WITH EARTH ROD

- BOLTED CONNECTION

- MECHANICAL WELD CONNECTION

- 25mmX3mm COPPER TAPE

- EARTHING BUS BAR

- EARTH ROD, 2400mm LONG x 3/4' DIA.

CONSTRUCTION NOTES

SITE EARTHING LAYOUT

IGT_C2_TOWER EARTHING_REV_01

GROUNDING TEST RESISTANCE SHOULD BE< OR = TO 5 OHMS.

6.

- EARTH ROD 1200/1500mm LONG

MYINT MYAT

KRISHAN TANEJA

EKI TYPE TOWER(37m,195Kmph,150Kpa)Access

-YANGON


U Zaw Win

96.1625°

16.33931° C2


Kun Chan Kone

13-Oct-2015



LAND OWNER

SITE INFORMATION NAME CONTACT NO.

CDC APPROVAL STAMP

LEGEND


6

14

DRAWN

CHECKED

APPROVEDCOORDINATESLATITUDE

LONGITUDE

TOWN

DISTRICT

REGION

::

:

APPROVEDCANDIDATE



LIGHTNING ROD SHALL BE PROVIDED WITH A 45° CONEOF PROTECTION TO THE ANTENNA OF THE TOWER.

5.

THE RESISTANCE TO EARTH SHALL BE TESTED IN AFTER THE INSTALLATION OF THE EARTHING SYSTEM

EQUIPMENT AND AT THE TOWER.

ALL DIMENSIONS SHALL BE IN MILLIMETERS UNLESS

CABLE GANTRY SHALL BE EARTHED/BOUNDED AT THE

ACCORDANCE WITH EARTHING TEST PROCEDURE FOR

ANTI-CORROSION COMPOUND SHALL BE APPLIED AFTER TERMINATION AND MECHANICAL WELD CONNECTION.

4.

3.

1.

2.

OTHERWISE NOTED.

GSM SITES.

- EARTHING INSPECTION PIT WITH EARTH ROD

- BOLTED CONNECTION

- MECHANICAL WELD CONNECTION

- 25mmX3mm COPPER TAPE

- EARTHING BUS BAR

- EARTH ROD, 2400mm LONG x 3/4' DIA.

- 25mm Y/G GROUNDING WIRE

CONSTRUCTION NOTES

TOWER EARTHING LAYOUT

GROUNDING TEST RESISTANCE SHOULD BE< OR = TO 5 OHMS.

6.


ADDRESS

MYINT MYAT

KRISHAN TANEJAEKI TYPE TOWER


-YANGON


U Zaw Win

96.1625°

16.33931° C2


Kun Chan Kone

13-Oct-2015

EQUIPMENT PLATFORMAS PER DRAWING

3500

1500

TO T

OW

ER

TOP VIEW

Ø8mm @ 300 c/c TS2

8NOS Ø10mm TS1

M12x25

12mm HOLE GROUNDING

TOGROUNDINGRING

FRONT VIEW SIDE VIEW

100

350

650

400

8080

TS1-Ø10mm TS2-Ø8mm

FGL

5035

0

100

200

700

450

300

FGL

GENERIC HORIZONTAL CABLE TRAY LAYING PLAN (CABLE TRAY WIDTH - 450mm)

45x45x4

800700450100 100

2525

45x45x4

FLAT40mm x 4mm

RCCPedestalRCC Pedestal

RCCPedestal

250

450

45

300

M12 bolts

Angle Cleat( 50x50x5mm , 100mm Long)

12mmx75mm LongAnchor fastener 2Nos A

Detail A

2525

300

25

PLAN VIEW

Ø 13.5

150

25

45

3000

40

45

HORIZONTAL CABLE TRAY

SIDE VIEW


2200

MAX

450

45x45x4FLAT 40mm x 4mm

B

Detail B

70x70x4, 45mm LONG

M12 BOLTS

1650400

400

45

500

500500

500



LEGEND


1

1


REV - REVISION NO.


ALL DIMENSIONS ARE IN MILLIMETERS UNLESS1.OTHERWISE NOTED.



CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER IN2.ADVANCE OF ANY CHANGES ON SITE THAT DO NOTCONFORM TO THE DESIGN SPECIFICATIONS ANDREQUIREMENTS IN THE DETAILED DETAIL DESIGN DWGS.

ANY CHANGES ON THE EXECUTION OF WORK AND SITE 3.METHODOLOGY SHALL BE CARRIED OUT ONLY UPONWRITTEN APPROVAL FROM AN ENGINEER.


CONSTRUCTION NOTES

GENERAL NOTES

DATE IGT APPROVAL SIGNATURENAME

DRAWN

CHECKED

APPROVED KRISHAN TANEJA

YAN NAING

RELEASED FOR PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTIONDETAIL DRAWING

DRAWING NUMBER

STANDARD DRAWING


IGT_STD_HORIZONTAL CABLE TRAY-GBT_REV_01

CDC APPROVAL STAMP

150

1800

ENTRY GATE 3m

GATE RAMP

A

A

FENCE POLEFOUNDATION

SITE RING BEAM

SECTION A - A

15m

500

400

150

150

25mm CHAMFER

3000

50

150

450

2325

158

80

12mm HOLE

50

5

1.5m 1.5m 1.5m 1.5m 1.5m1.5m1.5m

45x45x5 IS ANGLE

1.5m

DETAIL (M)

INCLINED SUPPORT MEMBER(M)IS ANGLE 40x40x5

450

DETAIL A

400

70

250150

BARREL BOLTDE Ø25.4mm

WELDED60-13 IN LINE

DE1/16

PCC ( 1 : 2 : 4 )

50

50

NGL

30

BS1

Ø8mm @ c/c 250 mm

GATE RAMP

12mm DROP BOLT

200

1400

200

150mm HINGE3Nos EACH SIDE

1425 137517 50

3000

DETAIL A

FGL

150

SECTION B - B

B

B

DETAIL C

DETAIL C

WEEP HOLEPVC PIPE Ø50mm

100

100

Ø 10mm x 4

STIRRUPS(BS1)Ø8mm @ 250mm c/c

30

WEEP HOLE PVC PIPE, Ø50mm WELD WIRE MESH 3.5mm THICK WITHAPPERTURE 65mm x 65mm

GRAVEL LAYER50mm THICKNESS

WEEP HOLE PVC PIPE, Ø50mm

150

150

150

25x3 GI FLAT BOLTED(M10x80)@EVERY 300mm c/cTO HOLD WIRE MESH

WIRE MESH GROUTED 25mmIN CONCRETE BEAM

9 Gauge Tension Wire,Knit Through the Fence atTop & Middle with Strainerat Each End

COMPACTEDBACKFILL 100mmbelow gravel bed

500

400

150

150

25mm CHAMFER

PCC ( 1 : 2 : 4 )

50

DETAIL C

DETAIL D

50mm PVC PIPE100mm COMPACTED EARTHBACKFILL(EXTRA)

50mm GRAVEL LAYER

PCC(1:5:10) 230mm thickness BRICKWORKIN CM 1:5

NOTE : ONLY GALVANIZED IRON TO BE USED FOR FENCE MATERIAL

40x40x5 IS ANGLE

40x40x5 IS ANGLE50

50

5045

015

018

00

50

450

3000


FENCING

CDC APPROVAL STAMP

LEGEND


1

1


REV - REVISION NO.




1.

2.OTHERWISE NOTED.





CONSTRUCTION NOTES

GENERAL NOTES


DRAWN

CHECKED


YAN NAING


DRAWING NUMBER

STANDARD DRAWING


IGT_STD_FENCING_REV_01

75mm

75mm


EARTHING /GROUNDING

CDC APPROVAL STAMP

LEGEND


1

1


REV - REVISION NO.




1.

2.OTHERWISE NOTED.





CONSTRUCTION NOTES

GENERAL NOTES


DRAWN

CHECKED


May Thu Aung IGT_STD_EARTHING TEST PIT_REV_01

RELEASED FOR PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTIONTEST PIT

DRAWING NUMBER

STANDARD DRAWING


ATS

MCB4x25A

Genset Control

5x6mm²

Emergency Stop

L1

2x1,5mm²

MCB4x25A

HeliocentrisEnergymanager

2x1,5mm²

(RectifierConfiguration seepage 2)

Rectifier

AC Socketwith RCB16A/30mA

Battery packEnersys4x12 VoltAGM 4x190 Ah

Eltek Power andBattery Cabinet

GSM Antenna

4xSPD, Type 220kA/40kA(8/20μs)

2x35mm² each

FCU

2x1,5mm²

2x25mm²

2x16mm²

2x1,5mm²

2x25mm²

2x1,5mm²



Customer 1 PDU

Customer 2 PDU

BTS Load High Prio

BTS Load Low Prio

BTS Load High Prio

BTS Load Low Prio

L2L3N

FueltankSubsystem #3

Integrated inGenset

Gensetsubsystem #2

GEKO 20kVA


SINGLE LINE DIAGRAM

CDC APPROVAL STAMP

LEGEND


1

2


REV - REVISION NO.




1.

2.OTHERWISE NOTED.





CONSTRUCTION NOTES

GENERAL NOTES


DRAWN

CHECKED


YAN NAING


DRAWING NUMBER

STANDARD DRAWING


IGT_STD_SINGLE LINE DIAGRAM_=REV_01

Overview of theRectifier Configuration

3x3kWRectifier

-48V GND

L1

L2

L3

N

LVBD

MCCB100A Batt 1

MCCB100A

MCCB100A

MCCB100A

Batt 2

Batt 3

Batt 4

GND Bus

Cabinet light

MCB4A

MCB2A

MCB2A

MCB6A

MCB6A

MCB6A

MCB2A

FCU

Smoke detector

AWL

Outdoor light

EM

LAN switch

1xSPD, Type15kA/30kA(8/20 μs)

LVLD

GND Bus





AC Socketwith RCB16A/30A

AC Socketwith RCB16A/30A

MCB63A

MCB63A

MCB32A

MCB32A

MCB63A

MCB63A

MCB32A

MCB32A

Customer 2 PDU

Customer 1 PDU

Customer2LP 2

Customer2

Customer2

Customer2

LP 1

HP 2

HP 1

GND Bus

TeleNor LP 2

TeleNor LP 1

TeleNor HP 2

TeleNor HP 2

GND Bus

~=

~=

~=


SINGLE LINE DIAGRAM

CDC APPROVAL STAMP

LEGEND


1

2


REV - REVISION NO.




1.

2.OTHERWISE NOTED.





CONSTRUCTION NOTES

GENERAL NOTES


DRAWN

CHECKED


YAN NAING


DRAWING NUMBER

STANDARD DRAWING


IGT_STD_SINGLE LINE DIAGRAM_=REV_01

YN0878_C2_YAT20212_DP(1).pdf

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