DETAILED DESIGN DRAWING

(GREENFIELD)

SITE ID: PH1100206

SITE CODE:
SITE NAME:
LON(E): 125.59631
LAT(N): 7.08156
TOWER TYPE: DGT-30-340C-2NPT
700M&2.1G-3Sectors
 TABLE OF CONTENTS
NO. DRAWING NO. DESCRIPTION
CONSTRUCTION SAFETY REQUIREMENTS
BILL OF QUANTITY
ARCHITECTURAL
1 AR-01 SITE INFORMATION
2 AR-02 PERSPECTIVE VIEW/ SITE LAYOUT/ ANTENNA VIEW
3 AR-03 SITE DEVELOPMENT PLAN/ ELEVATION VIEW
4 AR-04 ELEVATION VIEW
5 AR-05 EQUIPMENT LAYOUT
STRUCTURAL
1 ST-01 FENCE ELEVATIONS
2 ST-02 FENCE FOUNDATION DETAILS
3 ST-03 METAL GATE DETAILS
4 ST-04 RAMP DETAILS
5 ST-05 POWER SERVICE ENTRANCE POST DETAILS
6 ST-06 MCB/MTS LAYOUT
7 ST-07 TEST PIT DETAILS
8 ST-08 ACPDB STAND DETAILS
09 ST-09 HANDHOLES DETAILS (1&2)
10 ST-10 SURGE PROTECTOR DEVICE LOCATION & GPS LOCATION
11 ST-11 EQUIPMENT PAD DETAILS
12 ST-12 DGT-30-340C-2NPT TOWER LINE DIAGRAM
13 ST-13 DGT-30-340C-2NPT TOWER FOUNDATION SPECIFICATION
14 ST-14 DGT-30-340C-2NPT FOUNDATION DETAILS (WITHOUT WATER)
ELECTRONICS
1 ECE-01 EQUIPMENT LAYOUT IN CABINET
2 ECE-02 EQUIPMENT CONNECTION DIAGRAM
3 ECE-03 RRH RF CABLING (RFS)
ELECTRICAL
1 EL-01 SINGLE LINE DIAGRAM
2 EL-02 EARTHING & LIGHTING LAYOUT
3 EL-03 GROUNDING RISER DIAGRAM

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 CONSTRUCTION SAFETY REQUIREMENTS

1.The constructors shall follow the safety regulations and the mandatory provisions 15.It is strictly forbidden to cut off the power of a running equipment without
while constructing telecommunication project. authorization.
2.While constructing in special areas such as highways, railways, bridges, navigational 16. No connector is allowed in the middle of a power cord.
channels, and in urban areas with crowded traffic, it is necessary to set warning signs, 17.It is forbidden to install switches or fuses in the ground lead or AC neutral wire.
or send special guards if needed. 18. It is strictly forbidden to hang signal lines and power lines on the lightning
3. In high-altitude operations, constructors should ware safety belts, helmets, and soft receptor, down conductor and its support.
rubber insulated shoes. 19. It is strictly forbidden to hang the AC power cord on the communication device.
4. Temporary facilities such as living place, offices must be safe, secure, and 20. Verify the power supply capacity when using the original power outlet.
comply with fire safety regulations. Combustible material is strictly forbidden in building 21. Electric operations should use well-insulated tools and be operated by qualified
temporary facilities. Temporary facilities should be far away from electrical facilities operator. When operating in running equipment, head cabinets, and branch
and high-voltage electric wires. cabinets, do not wear metal ornaments and take effective measures to prevent
5.Living room should be built in places far away from landslides, floods and metal materials such as screws, gaskets, and metal chips from falling.
mudslides. 22. No tools or equipment shall be placed on iron frames, channels, racks, ladders.
6. When working on rivers, lakes and reservoirs, it's necessary to wear life vest and 23. When working in machine room with running equipment, the working area shall
listen to the unified command. be demarcated. The operator shall not touch the running equipment, or the fire
7. Fire and smoking are strictly prohibited while operating in optical (electric) cable protection facilities, unless it is necessary.
entry rooms, waterline houses, machine rooms, unattended stations, woodworking 24. Non-construction personnel are strictly prohibited from entering the construction
sites, warehouses, forest areas, grasslands, etc. Fire protection device for exhaust area without the consent of the on-site commander. When lifting and working on the
pipe must be installed in vehicles before entering the fire ban area. tower, it is prohibited work or stand under the tower.
8.When the cables and other materials passing through the walls or floors, the holes 25. It is strictly forbidden to operate on the tower if sick or drunk.
must be sealed with fireproof materials. 26. When working on the tower, the safety belt of the operator must be fixed to the
9. When the electrical equipment is on fire, the power must be cut off first. main structure of the tower.
10. Safety belts must comply with the national standards. It is strictly forbidden to 27. When installing the antenna feeder at high altitude, the constructor should pay
replace the seat belt with ordinary ropes, wires, etc. attention to the safety and prevent the damage of the falling objects to the people on
11.When working near power supply line, constructors must wear safety helmets, the ground.
insulated gloves, insulated shoes and use insulated tools. 28. When laying cables, do not pull hard. Do not stand on the windowsill when
12.When working near high-voltage line, the minimum distance from the laying cables on the roof. Use safety belts when you must stand on the windowsill.
high-voltage line to constructors must be guaranteed: 2.5m while the line voltage is 29. Set obvious safety warning signs at the entrance of the construction site, cranes,
below 35kV, and 4m while the line voltage is above 35kV. temporary power facilities, access passages, holes, manholes, tower bottoms,
13.When working in flammable and explosive places, explosion-proof tools must be hazardous gas and liquid storage. Safety warning signs must comply with national
used. regulations.
14.It is strictly forbidden to store flammable, explosive and other dangerous
materials in the machine room.

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 BILL OF QUANTITY

Equipment Service
Contents Description Model Quantity Unit Remark Contents Description Model Quantity Unit Remark
Wireless Master Device 700M-3Sectors-3RRH Site Wireless Wireless Installation-Macrosite-LTE Single band-3 Sectors-3 Antenna Site
Wireless Master Device 2.1G-3Sectors-2RRU Site Wireless Wireless Installation-Macrosite-LTE Dual-band-3 Sectors-3 Antenna 1 Site
Wireless Master Device 2.1G-3sectors-3RRU Site
Wireless Wireless Installation-Macrosite-LTE Dual-band-3 Sectors-6 Antenna Site
Wireless Master Device 700M&2.1G-3Sectors-2RRU 1 Site
Wireless Master Device 700M&2.1G-3Sectors-3RRU Site Wireless Wireless Installation-Macrosite-LTE Tri-band-3 Sectors-3 Antenna Site
Wireless Master Device 2.1G&2.6G-3Sectors-2RRU Site Wireless Wireless Installation-Macrosite-LTE Tri-band-3 Sectors-6 Antenna Site
Wireless Master Device 2.1G&2.6G-3Sectors-3RRU Site Wireless Wireless Installation-Macrosite-LTE Tri-band-3 Sectors-9 Antenna Site
Wireless Master Device 700M&2.1G&2.6G-3sectors-2RRU Site Installation-Macrosite-NR Synchronization construction-3 Sectors-3 Antenna
Wireless Wireless Site
Wireless Master Device 700M&2.1G&2.6G-3sectors-3RRU Site
Wireless Master Device NR-3Sectors Site Wireless Wireless Installation-Macrosite-NR Asynchronous construction-3 Sectors-3 Antenna Site
Wireless Antenna L700 4ports 13.8dBi Pcs Auxiliary Power Device Installation for outdoor cabinet 1 Cabinet
Wireless Antenna L700 4ports 15.3dBi Pcs Auxiliary Civil work Equipment pad details on ground 1.456 m3
Wireless Antenna L2.1 4ports 17.0dBi Pcs Auxiliary Civil work Tower Foundation Concrete Volume 47.5 m3
Wireless Antenna L700&L2.1 8ports 13.5dBi 3 Pcs Auxiliary Civil work Grounding cable length of grounding system 41 Meter
Wireless Antenna L2.1&L2.6 12ports Pcs Auxiliary Civil work Grounding Busbar (24 holes) 1 Pcs
Wireless Antenna L700&L2.1&L2.6 16ports 13.2dBI Pcs Auxiliary Civil work Grounding Busbar (10 holes) 1 Pcs
Auxiliary Power 2.2m Power Cabinet_LiFeO4 1 Cabinet Auxiliary Civil work Equipment room-outdoor cable tray 1 Meter
Auxiliary Power 2.2m Equipment Cabinet_LiFeO4 Cabinet Auxiliary Civil work Soil test 1 Site
Auxiliary Power 2.2m Battery Cabinet_LiFeO4 Cabinet Auxiliary Civil work Site layout and clean 1 Site
Auxiliary Power 2.2m Eltek 2Bay Rectifier Cabinet Cabinet Auxiliary Civil work Door/Gate details 1 Site
Auxiliary Power Rectifier Module(50A) 4 Pcs Auxiliary Civil work Power supply (service entrance) 1 Site
Auxiliary Power 150Ah Lithium Iron Battery 2 Pcs Auxiliary Civil work Perimeter Light 4 Pcs
Auxiliary Power 100Ah Lithium Iron Battery Banks Auxiliary Civil work Fence 1 Site
Auxiliary Monitoring Monitoring in cabinet 1 Site Auxiliary Power supply Power supply layouting-5KW Site Refer to Note 1.

Tower Monopole DGT-30-340C-2NPT 1 Site Auxiliary Power supply Power supply layouting-20KW Site Refer to Note 1.

Tower 3-Leg Tublar Tower 3GT-30-340C-2NPT Site Auxiliary Power supply Power supply layouting-25KW Site Refer to Note 1.

Tower 3-Leg Tublar Tower 3GT-36-280C-2NPT Site Auxiliary Power supply Power supply layouting-35KW+ 1 Site Refer to Note 1.

Tower 4-Leg Angle Tower JGT-30-340C-2NPT Site Auxiliary Power supply Transformer-25KVA Site Refer to Note 1.

Tower 4-Leg Angle Tower JGT-36-280C-2NPT Site Auxiliary Power supply Transformer-37.5KVA Site Refer to Note 1.

Tower 4-Leg Angle Tower JGT-42-340C-2NPT Site Auxiliary Power supply Transformer-50KVA Site Refer to Note 1.

Tower 4-Leg Tublar Tower 4GT-42-340C-2NPT Site Auxiliary Power supply Temporary power for the site installation 1 Site
Note 1. It will be adjusted based on the actual AC commercial power capacity application in the future.
Note 2. Either one of the two grounding methods can be used

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 N

TRANSFORMER50kVA
(230MAWAYFROMSITE) SITE
D SITE ID (PH1100206)
O Domsat Road., San Rafael Village, Brgy. 9-A
M Poblacion, Davao City
TEMPORARYPOWER S
A
T
R
O
A
D

AD
O
R
H
T
ID
W
M .
6
D T
O
A S
R R
S
S E
E V
A
C
C
IL
E S
T
IV
A
B VICINITY MAP
R SCALE NTS
P

Site Information
Site
0 0
12

100 Site ID PH1100206

00
0

Site Code
Site Name
Area Type
ACPDBACPDB
Urban
10

MCB
MTS
00

Location Detail
0

HH

A SITE DEVELOPMENT PLAN Longtitude(E): 125.59632

SCALE NTS
Latitude(N): 7.08157
Altitude(m): 5
Region Davao Region (Region XI)
Province DAVAO DEL SUR
Site Address Domsat Road., San Rafael Village, Brgy. 9-A Poblacion, Davao City

Site Detail
Civil Work Input: Site Type MacroSite
Frequency band 700M&2.1G
Exposure category: C D ;
Quantity of sectors 3
Soil Bearing Capacity: 75 kpa; Site Sub-type Greenfield
Under Ground Water Level: -6.40 m; Site category New
Type of property Private Land
Soft Subsoil: Yes No (MEDIUM DENSE) .

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 LIGHTNING
ARRESTER
N
32°
OB LIGHT

NOTE:
LESSOR AGREED TO USE THE OUTSIDE LEASED AREA (12000 x 12000)
LEASED AREA FOR EXCAVATION
PROPOSED
L700 & L2.1ANTENNA 1000 10000 1000
(RRH & RRU AT THE BACK OF ANTENNA)

2500 2500 2500 2500

500

500
PROPOSED
24 HOLES BUSBAR
PROPOSED
DGT-30-340C-2NPT
7600

2500

2500
3700
FOUNDATION LINE

1400 1600 1000 PROPOSED TEST

PIT (OPTION 1)

LEASED AREA (12000 x 12000)

LEASED AREA (12000 x 12000)

PROPOSED

2500

2500
DGT-30-340C-2NPT

10000

10000
2600

7600
2500

2500
PROPOSED TEST
PIT (OPTION 2)

PROPOSED
PROPOSED DGT-30-340C-2NPT
MTS TOWER
PROPOSED

3700
MCB 4 - Ø26/32mm HDPE PIPE
PROPOSED PROPOSED GPS LOCATION

2500

2500
PULL BOX
PROPOSED
PROPOSED PROPOSED POWER 5 m 1*Ø110 PVC PIPE
50mmØIMC SUPPLY CABINET AT THE 5 m FOC
CEF ROUTE EQUIPMENT PAD
PROPOSED
50mmØFLEXIBLE PROPOSED 24 HOLES BUSBAR
METAL/PVC
DISTANCE SHALL NOT

1500

1500

1500
CONDUIT
LESS THAN 700mm
PROPOSED ACPDB LOCATION
PROPOSED SURGE PROTECTOR DEVICE
SERVICE ENTRANCE AT THE BACK RESERVED 3 Ø110 STEEL
PROPOSED PROPOSED HANDHOLE
PIPE, w/ 3mm THICKNESS
TEST PIT (OPTION 1) 600*600*850
PROPOSED
5 m 1*Ø110 PVC PIPE THE LENGTH OF THE MATERIAL CAN
5 m FOC BE ADJUSTED ACCORDING TO THE
ACTUAL SCENE
PROPOSED 2200 2200 2175 3425
5 m 4*Ø26 / 32 HDPE PIPE THE LENGTH OF THE MATERIAL CAN
BE ADJUSTED ACCORDING TO THE
5 m FOC ACTUAL SCENE HH

PROPOSED 1000 10000 1000

HANDHOLE
THE LENGTH OF THE MATERIAL CAN
BE ADJUSTED ACCORDING TO THE
PROPOSED
600*600*850 ACTUAL SCENE CHB FENCE
LEASED AREA (12000 x 12000)
R

PROPOSED
AM

KWHR METER
P

PROPOSED
GATE WAY

PERSPECTIVE VIEW B SITE LAYOUT

A SCALE NTS
SCALE NTS

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 N
32°

TO AVIATION LIGHT

PERIMETER LIGHT
2*3.5mm²AC cable(BLACK/RED) with 20mm Ø PVC
PROPOSED
TEST PIT (OPTION 1)
PROPOSED
350 900 350 DGT-30-340C-2NPT
Equipment Pad

GPS Location
PROPOSED TEST
PIT (OPTION 2)
1140

Two Power Supply

Cabinet
AVIATION LIGHT
900

PERIMETER LIGHT WITH PHOTOCELL

PERIMETER LIGHT
560

PROPOSED GPS LOCATION

Proposed ACPDB AT THE BACK OF CABINET
Location
Surge Protector Device FOUNDATION COMMERCIAL POWER
at the back LINE

2*60mm²AC cable(BLACK/RED)
2.5 m
Waterproof Switch for
4-Perimeter Lights
@1.5m HIGH from FGL POWER SUPPLY
CABINET MTS
MCB

PERIMETER LIGHT REFER TO

SINGLE LINE DIAGRAM M
PROPOSED ACPDB LOCATION
0m
SURGE PROTECTOR DEVICE
COMMERCIAL POWER
AT THE BACK

2 SECTION "Y"
SCALE: NTS
Proposed Equipment list
1 ELECTRICAL LAYOUT NOTES :
SCALE: NTS NO. Item Dimension(mm)(W*D*H) QTY Comments
1. ALL EMBEDDED PIPES @450mm DEPTH.
LEGEND: 1 Self Supporting Tower 30000(H) 1 2. FOR WIRING & CONDUIT DETAILS REFER TO "SINGLE LINE DIAGRAM".
2 PERIMETER LIGHT 4 3. PVC PIPE FOR THE PERIMETER LIGHTS EMBEDDED IN THE COLUMN FROM
GROUND TO THE PERIMETER LIGHT.
DC CABLE 3 MCB 1
4 MTS 1
AC CABLE 5 ACPDB 1
6 Power Supply Cabinet 900*900*2285 1
FIBER

C.V.AMIT J.REYES J.REYES

GLENN L. BRIONES
_____________________________________
PROFESSIONAL ELECTRICAL ENGINEER
PRC NO.: 0004812 PTR NO.: 4075993
TIN: 921-277-492 DATE ISSUED: 1/4/2023
2023MAR28
PLACE ISSUED: MALAYBALAY CITY, BUKIDNON
 LIGHTNING
ARRESTER
PROPOSED
L700M&L2.1ANTENNA
OB LIGHT (L700 RRH & L2100 RRU AT A01
THE BACK OF ANTENNA)

A03
N
PROPOSED 32° S01:0°
L700M&L2.1ANTENNA
(L700 RRH & L2100 RRU AT
29.1 m THE BACK OF ANTENNA)
PROPOSED
L700 & L2.1ANTENNA
(RRH & RRU AT THE BACK OF ANTENNA)
S03:240°
PROPOSED L700M&L2.1ANTENNA
(L700 RRH AT THE BACK OF ANTENNA)

26 m

A02

S02:120°
Platform 1 Layout
PROPOSED
24 HOLES BUSBAR
OB Light power supply Cable：
ZRVV22 3x1.5mm2, (Blue/Black/Yellow & Green)
Note:
The metal outer sheath of the cable installed
horizontally should be connected to the lightning
protection flat bar or the ground wire every 5m ~ 10m;
The metal outer sheath of the cable (vertical) running Proposed Antenna Information
up and down should be grounded at least once near
both the upper and lower ends. Sector ID NO. Antenna Group Azimuth(°) ANT Height(m) Dimension(H*W*D) M-tilt(°) E-tilt(°) Ant mounted on Type
S01 A01 L700&L2.1 8ports 13.5dBi 0 29.1 1590×499×199 3 2 Platform 1 APXVBBLL15B_43-C-I20
S02 A02 L700&L2.1 8ports 13.5dBi 120 29.1 1590×499×199 3 3 Platform 1 APXVBBLL15B_43-C-I20
AHPC:
2*6mm² RRU DC POWER CABLE(BLUE/BLACK)
S03 A03 L700&L2.1 8ports 13.5dBi 240 29.1 1590×499×199 3 3 Platform 1 APXVBBLL15B_43-C-I20
ARGA: A04 GPS ANT 2.5
2*10mm² RRU DC POWER CABLE(BLUE/BLACK)

FIBER CABLE, CABLE TIE OR CLAMP, 0.8M/PCS

Proposed RRU Information

NO. RRU Dimension(H*W*D) QTY Type
1 700M RRH 336.5x295x125 3 AHPC
2 2100M RRU 115x420x400 2 ARGA

Proposed Cable Information

NO. Cable Type Length (m) Quantity

1 CPRI 50 5

2 Jumper 3 / 10 16 / 8

PROPOSED GPS LOCATION 3 Power (+/-) 50 5

AT THE BACK OF CABINET 2.5 m

PROPOSED 4 Grounding (RRU) 12 5

POWER SUPPLY CABINET 32mm² INSULATE
AT THE EQUIPMENT PAD GROUNDING/WIRE CABLE 5 AISG 3 / 10 3/0
PROPOSED ACPDB LOCATION PROPOSED TEST PIT
SURGE PROTECTOR DEVICE (OPTION 1)
AT THE BACK 0m

PROPOSED TEST PIT

A ELEVATION VIEW (OPTION 2)
SCALE NTS

C.V.AMIT J.REYES J.REYES

RONIE A. SOLIJON
______________________________________
PROFESSIONAL ELECTRONICS ENGINEER
PRC NO.: 0000364 PTR NO.: 5573564
TIN: 176-146-755 DATE ISSUED: 1/3/2023
2023MAR28
PLACE ISSUED: CAGAYAN DE ORO CITY
 N
32°

PROPOSED
POWER SUPPLY CABINET

PROPOSED GPS
LOCATION

PROPOSED 1600

ACPDB 350 900 350

PROPOSED
EQUIPMENT PAD

PROPOSED
CABLE TRAY

1140
PROPOSED
24 HOLES
BUSBAR

2040
900
560

460
SURGE
PROTECTOR
DEVICE

A PERSPECTIVE B TOP VIEW

SCALE NTS SCALE NTS

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 10000
NOTES :

2200 2200 2175 3425 1. PROVIDE DRAIN HOLES ON THE FRAMES.

325 2. TOP OF PIPES COVERED WITH STEEL PLATE.

3. CHB / MASONRY :

FOR NON-LOAD BEARING TYPE CONCRETE BLOCK, A MINIMUM

NOTE: COMPRESSIVE STRENGTH OF 2.41MPA (350psi) SHALL BE DEVELOPED.

VARIES AS PER POWER PROVIDER

ALL PERIMETER
LIGHTS SHOULD 4. WALL REINFORCEMENTS SHALL BE AS FOLLOWS:
BE ON TOP OF
750

1.8m from FGL. WALL THICKNESS VERT. REINFORCEMENT HOR. REINFORCEMENT

(150 mm) 6 IN. 10mmØ @ 400mm 10mmØ @ 600mm

5. REINFORCING BARS: DIA.≥16，fy=414MPa

DIA.≤12，fy=275MPa

6. ALL CELLS CONTAINING REINFORCING BARS OR INSERTS SHALL

2000

BE SOLIDLY FILLED WITH CONCRETE.

7.ALL DIMENSIONS ARE MILIMETERS AND LEVES IN METERS UNLESS

OTHERWISE NOTED.

8.THE STRENGTH GRADE OF THE WALL CHB BLOCK MASONRY

FGL +0.30 FGL +0.30
MORTAR IS NOT LESS THAN 7.5Mpa.
300

NGL ±0.00 NGL ±0.00

550

1800
825 650 1500 650 1475 650 600 450 3200

1 FRONT FENCE ELEVATION

- SCALE : 1:20M

10000

2500 2500 2500 2500

NOTE:
ALL PERIMETER
LIGHTS SHOULD
BE ON TOP OF
750

1.8m from FGL.

2000

FGL +0.30
300

NGL ±0.00
2 TYPICAL ELEVATION
550

- SCALE : 1:20M

925 750 1725 750 1700 750 1725 750 925

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 WELDED BARBED WIRE WELDED BARBED WIRE
(SEE NOTE #2) STAY 5-Ø10 ROUND BAR STAY 5-Ø10 ROUND BAR
(SEE NOTE #2)

Ø50 SCH. 40 G.I. PIPE Ø50 SCH. 40 G.I. PIPE 500

94

94
BARBED WIRE HOLDER BARBED WIRE HOLDER PROPOSED COLUMN
75 350 75

142

142
142

142
31 31
10 10

75
750
26

26
750

100
142

142
30

30
100 88 142

100 88 142
30

30

200

350

500
25 THK CEMENT MORTAR
COPING 12mmØ BARS
200

200
BOTHWAYS
100

100

200
2000

WELDED 8-Ø10x40mm WELDED 8-Ø10x40mm

OUTSIDE

75
INSIDE
LONG REBAR LONG REBAR
100 100 75 75

DIA. 25MM GRAVEL SURFACE 200 200 100

LAYOUT 100MM THK.
3 6" CHB WALL

5 CORNER POST FOOTING DETAIL

SCALE NTS
FGL +0.300 (MIN.)
COMPACTIONNESS NOT LESS
100

4-12mmØ WITH 10mmØ LATERAL

THAN 93% TIES @ 200mm O.C.
CHB
300
200

NGL ±0.000
2 BARBED WIRE HOLDER +0.300 10mmØ HORIZONTAL
SCALE NTS
BARS@ 600mm O.C.
CONTINUOUS WALL
300

FOOTING
38mmØ PVC 10mmØ VERTICAL
12mmØ BARS WEEP HOLES BARS @ 400mm O.C.
550

BOTHWAYS SCREE (50mm>DIAMETER > 38mm)

250

50mm THK.
LEAN CONCRETE
12mmØ 150mm THK CHB WITH
TIE BARS @ 200 O.C. MORTAR (150mm CHB)
50 500 50 -0.150
50

3-12mmØ CONT.
BARS

150
FENCE POST DETAIL

75
1 -0.300
SCALE NTS

500
75 250 75
75 350 75
400
PROPOSED COLUMN
200
CONTINUOUS WALL FOOTING DETAIL
75

50 100 50 5

100
4-12mmØ WITH 10mmØ LATERAL SCALE NTS
TIES @ 200mm O.C.
50

200
100
200

350

500
BILL OF MATERIAL(GRAVEL )
50

12mmØ BARS
BOTHWAYS

3 COLUMN SECTION A

200
NOTES :
SCALE NTS
1. PROVIDE DRAIN HOLES ON THE FRAMES.
75

2. TOP OF PIPE POST COVERED WITH STEEL PLATE.

3.CONCRETE STRENCGTH:CLASS "A",21MPa(3000psi) @28 DAYS;
LEAN CONCRETE STRENGTH: 7MPa;

4 FENCE POST FOOTING DETAIL REINFORCING BARS: DIA.≥16 ，fy=414MPa

DIA.≤12 ，fy=275MPa
SCALE NTS
4. CONCRETE PROTECTION REINFORCED AS PER NSCP, CHAPTER 4, 407.8

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 412
3000

20
31 83 70 197 63
25 1465 1465 25

10 25 25 25
80

30 26
93
142

30

R20
142

40
750

40
900

142
142

109

205
ELEV. +2.300
88

250
250
R60

60

96
5 6
--

15
15
--
975

700
2700

63 20

412

83 70 197 63
800

4
2 --
975

3 --
--

400
300

FGL +0.300
2 BARREL BOLT DETAIL 25 25 25

-- SCALE: 1:10 197 215

50

NOTE:
FOOT BOLT SHOULD BE 35
INSTALLED INSIDE 1 METAL GATE DETAILS 12
FENCE/GATE. -- SCALE: 1:30
10 15

70

0
10

10 15

R1

10
15
12.5
25

15

35

25

60

35

40
6

25

70
25

12.6
7 DETAIL B

10
-- SCALE: 1:5
12.5 22.5 10 10
25

35 40
20

5 GATE STOPPER DETAIL 6 DETAIL A

-- SCALE: 1:5 -- SCALE: 1:5

7
252

252

--
135

135
160

160
75

75
175

175
50

50

FGL ±0.30
50

50

150
45
25
4 HINGE DETAIL
3 FOOT BOLT DETAIL 100
25
-- SCALE: 1:5
-- SCALE: 1:10

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 300
00
30
15
00

4 RAMP DETAILS
SCALE 1:50

BILL OF MATERIAL(RAMP )

NOTES :
1.CONCRETE STRENCGTH:CLASS "A",21MPa(3000psi) @28 DAYS.
REINFORCING BARS: DIA.≥16，fy=414MPa
DIA.≤12，fy=275MPa
2.THE CONCRETE RAMP IS LAID ON THE COMPACTED SOIL WHICH
MUST BE NO LESS THAN 93% OF MAX DENSITY.

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 20mmØ TIMBLE EYEBOLT
MESSENGER WIRE TO
300 ELECTRICAL POLE

SPOOL INSULATOR
(IF REQUIRED PROVIDE 10mmØ BARS

400
DRIP LOOP) 6-16mmØ BARS WITH 450

650
10mmØ TIES @ 150mm O.C.
100 100 100 100

B SERVICE ENTRANCE CAP

450
50 350 50

100
10mmØ BARS(SEE
SECTION 'B' DETAIL)

50

100
300
VARIES (AS PER POWER PROVIDER REQUIREMENT)

50mmØ IMC FOR UTILITY

METERING (EXPOSED)

100
300
200
MALLEABLE CLAMP
1.0m SPACING

50
A CONDULET WITH 4 SECTION 'B'
REMOVABLE COVER SCALE NTS

3 COLUMN PEDESTAL DETAIL

4550

SCALE NTS

KWHR METER
WITH CAGE & PADLOCK

1200
75 1050 75 450

450 CONDULET WITH

1300

REMOVABLE COVER

75

100
FGL +0.300 (MIN.)

300
NGL ±0.000

300
IMC CONDUIT
1200
1050

COMPACTED SOIL, COMPACTED SOIL,

COMPACTIONNESS NOT LESS THAN 93% COMPACTIONNESS NOT LESS THAN 93%
1800

GROUNDING CONNECTION 50mmØ BUSHING

BETWEEN MCB & KHW LOCKNUT
6-16mmØ BARS METER ENCLOSURE
800 300 100 BOTHWAYS 50mmØ IMC
6-16mmØ BARS TOP & BOTTOM CONDUIT
BOTHWAYS
300

75

50mm THK. 5 SECTION 'A'

50

LEAN CONCRETE SCALE NTS

50 1200 50

2 PEDESTAL FOOTING DETAIL

SCALE NTS

1 ELEVATION NOTES :

SCALE NTS
1.CONCRETE STRENCGTH:CLASS "A",21MPa(3000psi) @28 DAYS.
LEAN CONCRETE STRENGTH: 7MPa;
REINFORCING BARS: DIA.≥16 ，fy=414MPa
DIA.≤12 ，fy=275MPa

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 650
850
30 10mmØ BARS RING

50mmØ HDPE

A
ONE CLAMP PER METER

HEIGHT FROM EQIUPMENT PLATFORM TO FGL.

MTS

200 200

MCB MTS

CONDULET WITH
REMOVABLE COVER CLAMP

IMC CLAMP

50mmØ FLEXIBLE 50mmØ IMC&

1200
METAL/PVC CONDUIT 50mmØ HDPE

1200
CABLE LADDER IMC CLAMP
50mmØ IMC

FGL +0.300
50mmØ IMC
450

IMC
COUPLING
FGL +0.300

50mmØ HDPE 50mmØ PVC 20mmØ PVC

450 TO EQUIPMENT

50mmØ PVC&
50mmØ HDPE

50mmØ PVC LONG SWEEP 50mmØ PVC LONG SWEEP

ELBOW & 50mmØ HDPE ELBOW & 50mmØ HDPE

1 ELEVATION 2 SECTION 'A'

SCALE NTS SCALE NTS

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 SEE HANDLE
DETAIL
500

50 50 300 50 50 2-12mmØ HOLE

EARTHUING PIT COVER WELD-ON
CHECKERED PLATE HINGE
500mm x 500mm x 10mm THK

50 50
SEE HINGES
50mmØ PVC DETAIL 50 L 50mm x 6mm THK
PIPE SLEEVE

10
300
500
4-10mmØ NUTS 10mmØ DOWEL
38mm² BCW WITH WASHERS

50 50
10mmØ HANDLE
500mm x 200mm x 6mm THK
FLAT BAR (STOPPER PLATE)

1 TEST PIT / PULL-BOX COVER PLAN 1:8M

100
SCALE

5 HINGE DETAIL
3 TEST PIT / PULL-BOX COVER DETAIL NTS
SCALE NTS

SCALE

10mmØ HANDLE CONSTRUCTION JOINT WITH

16mm BITUMINOUS 10mmØ HANDLE
EARTHING PIT COVER CONCRETE FILLER EARTHING PIT COVER
CHECKERED PLATE
CHECKERED PLATE
500mm x 500mm x 10mm THK 75mm THK CONCRETE SLAB 500mm x 500mm x 10mm THK
100
100mm THK. CHB BROOM FINISHED 10mmØ THK. CHB

100
100

10mmØ ROUND BAR WITH

NUTS (GALVANIZED)

800
800

50mmØ PVC
50mm x 200mm x 6mm THK

950
950

PIPE SLEEVE

800
800

FLAT BAR (STOPPER PLATE)

CONCRETE CASING PVC

10 50
38mm² BCW END-BELL

150

200
50

50
38mm² BCW

COMPACTED COMPACTED
GRAVEL BEDDING GRAVEL BEDDING HANDLE DETAIL
SCALE NTS
5
8"Ø
x 3m
GROUNDING ROD
350 350

2 SECTION "A" 1:8M

4 PULL-BOX DETAIL
SCALE SCALE 1:8M

C.V.AMIT J.REYES J.REYES

GLENN L. BRIONES
_____________________________________
PROFESSIONAL ELECTRICAL ENGINEER
PRC NO.: 0004812 PTR NO.: 4075993
TIN: 921-277-492 DATE ISSUED: 1/4/2023
2023MAR28
PLACE ISSUED: MALAYBALAY CITY, BUKIDNON
 460
400 460
30 200 200 30

L60x60x6
4

420
400

420
400
350
3

1 ACPDB FRAMING LAYOUT

SCALE 1:20M

2 ANCHOR BOLT LAYOUT

SCALE 1:20M

400
340
24

24
L60x60x6
150
86

86
1000

1000
780

700

780
1500

1500

L60x60x6

L60x60x6
650
610

610
500

500

TOP OF EQUIPMENT PAD

120

120

4 FRONT VIEW
SCALE 1:20M

3 SIDE VIEW
SCALE 1:20M

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 PROPOSED POWER
SUPPLY CABINET

EQUIPMENT PLATFORM TO HANDHOLE

PROPOSED ACPDB

800
500
150 500 150
PROPOSED BUSBAR Ø10mm TIES
75 SPACED AT 250mm O.C

75
PROPOSED

500
EQUIPMENT PLATFORM
4 - 16Ømm
CLOSED TIES

900
4 - Ø10mm TIES
TEMPERATURE BARS

75
1 SECTION 1
SCALE: NTS:

LEAN CONCRETE(75mm THK.)

5 - Ø16mm
O.C.BW

PROPOSED SECTION HANDHOLE DETAIL

CABLE LADDER
310

Ø10mm TIES
SPACED AT 250mm O.C

Ø110 STEEL PIPE

4 - Ø10mm TIES
TEMPERATURE BARS
1 SECTION 2
SCALE: NTS:
1700

INSIDE OUTSIDE

NOTE:
500
THE PVC PIPE NEEDS TO BE ENCAPSULATED WITH CONCRETE COVERING
150

100mm THICK 3000PSI CONCRETE. FGL +0.300 (MIN.) ALL AROUND TO CONCEAL
700mm (min)

200 100
BOLTS & STIFFENERS
1 (SMOOTH FINISH)

300
550
400

HANDHOLE TOP COVER

100
NGL ±0.000
TOP OF ROADWAY

110 300
00

700
BOX CONCRETE R6

900
ENCASEMENT
Ø110 PVC PIPE

50

200
NOTE :
300 200 300
100mm THICK CONCRETE
IF THE HAND HOLE IS ON MAIN ROAD OR PAVEMENT, KEEP THE TOP ENCASEMENT 4 - Ø 26/32mm
HPDE PIPE 100mm THICK CONCRETE 75mm THICK
OF HAND HOLE COVER AT THE SAME SURFACE OF ROAD OR
ENCASEMENT LEAN CONCRETE
PAVEMENT. 2

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 NOTE :

IF THE HAND HOLE IS ON MAIN ROAD OR PAVEMENT, KEEP THE TOP

800 OF HAND HOLE COVER AT THE SAME SURFACE OF ROAD OR
600 PAVEMENT.
CONCRETE COVERING
550 ALL AROUND TO CONCEAL
OPENING BOLTS & STIFFENERS
(SMOOTH FINISH)
100 600 100
25
HANDHOLE TOP COVER

800
600
550
RISING SLOT

100
TOP OF ROADWAY
800

4MMTHHK

HOLES FOR 16mmØ STIFFENER PLAT

HANDHOLE COVER DETAIL
EXPANSION BOLTS
Ø110mm STEEL PIPE
3mm THICKNESS

HANDHOLE DETAIL PLAN

CONCRETE COVERING 16mmØ EXPANSION BOLTS

CONCRETE COVERING
ALL AROUND TO CONCEAL
800 ALL AROUND TO CONCEAL
BOLTS & STIFFENERS 125 550 125 BOLTS & STIFFENERS
(SMOOTH FINISH) 25 25
(SMOOTH FINISH)

125
HANDHOLE TOP COVER
100

25
TOP OF ROADWAY

DITO

800
550

800
4-HPDE CONDUIT
110 300

195 195
Ø26/32mm
700

2020
900

25
125
50

800
Ø110mm PVC PIPE
200

HANDHOLE COVER
IRON SUMP FRAME
300 200 300

75mm THICK HANDHOLE DETAIL PLAN

LEAN CONCRETE

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 CABLE TRAY
ACPDB

RESERVE FOR POWER

FUTURE CABINET CABINET

2 STRUCTURAL FRAMING PLAN

SCALE 1:10M

1 CONCRETE PAD LAYOUT

SCALE 1:10M

POWER
WORKING PLATFORM CABINET
ACPDB

FGL FGL

3Ø75 IMC
EXPOSED PIPE

WORKING PLATFORM

FGL FGL

3Ø75 PVC
EMBEDDED PIPE

3 ELEVATION VIEW & FOUNDATION DETAIL 1Ø75 PVC

SCALE 1:10M EMBEDDED PIPE (DIRECTLY
TAP TO NEAREST GROUNDING)
TO TOWER CABLE LADDER

4 SLAB SECTION DETAIL THRU "Y"

SCALE 1:10M

C.V.AMIT J.REYES J.REYES

_____________________________________
STRUCTURAL ENGINEER

2023MAR28
 LLVD MCB
2x16A/1P
8x32A/1P
2x125A/1P
BLVD MCB
Battery MCB 6x16A/1P
4x125A/1P 3x25A/1P
5x32A/1P
Monitor 2x16A/1P

RECTIFIER
MODULE
DCDU-1U 50A (4)
FMS GSFU-1U

A2-3U DCDU ON ON ON ON ON ON ON ON

4x40A
I I I I I I I I
0 0 0 0 0 0 0 0
OFF OFF OFF OFF OFF OFF OFF OFF

SPARE-1U 4x30A 40A 40A 40A 40A 30A 30A 30A 30A

RESERVED-IDU-2U

SPARE-1U

BBU-3U

ODF-3U

150A Lithium BATTERY

Proposed Equipment Schedule in Equipment Cabinet

NO. Equipment QTY Comments

1 DC 1
2 BBU 1
150A Lithium BATTERY 3 BATTERY 2 150AH(LI)
4 BATTERY 0 190AH(Lead Acid)
5 RECTIFIER MODULE 4 50A
6 GSFU 1
7 DCDU 1
8 DCPDB 0
9 IPRAN 1 A2
10 MW IDU 0
11 ODF 1
12 GPS ARRESTER 1

Power Supply Cabinet 1

C.V.AMIT J.REYES J.REYES

RONIE A. SOLIJON
______________________________________
PROFESSIONAL ELECTRONICS ENGINEER
PRC NO.: 0000364 PTR NO.: 5573564
TIN: 176-146-755 DATE ISSUED: 1/3/2023
2023MAR28
PLACE ISSUED: CAGAYAN DE ORO CITY
 C.V.AMIT J.REYES J.REYES

RONIE A. SOLIJON
______________________________________
PROFESSIONAL ELECTRONICS ENGINEER
PRC NO.: 0000364 PTR NO.: 5573564
TIN: 176-146-755 DATE ISSUED: 1/3/2023
2023MAR28
PLACE ISSUED: CAGAYAN DE ORO CITY
 C.V.AMIT J.REYES J.REYES

RONIE A. SOLIJON
______________________________________
PROFESSIONAL ELECTRONICS ENGINEER
PRC NO.: 0000364 PTR NO.: 5573564
TIN: 176-146-755 DATE ISSUED: 1/3/2023
2023MAR28
PLACE ISSUED: CAGAYAN DE ORO CITY
 C.V.AMIT J.REYES J.REYES

RONIE A. SOLIJON
______________________________________
PROFESSIONAL ELECTRONICS ENGINEER
PRC NO.: 0000364 PTR NO.: 5573564
TIN: 176-146-755 DATE ISSUED: 1/3/2023
2023MAR28
PLACE ISSUED: CAGAYAN DE ORO CITY
 GENERAL NOTES:
160 AMP /Single Phase 1. ALL ELECTRICAL INSTALLATION WORKS HEREIN SHALL BE DONE IN ACCORDANCE WITH DITO
SPECIFICATIONS, THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE, THE RULES AND

SERVICE ENTRANCE PEDESTAL 2 - 60mm² THW (BLACK/RED) + REGULATION OF THE LOCAL MUNICIPALITY AND POWER UTILITY COMPANY.
1 - 30mm² THW GROUND (GREEN) 2. WIRING METHOD:
IN 50mmØ IMC OR 50mm PVC PIPE A. INTERMEDIATE METAL CONDUIT (IMC) FOR SERVICE ENTRANCE AND ALL EXPOSED PORTIONS.
B. UNDERGROUND CONDUITS SHALL BE PVC, ENCASED IN CONCRETE .
C. GROUNDING WIRES SHALL BE INSULATED.
MECB
TO ELECTRIC UTILITY CO. IN NEMA 3R ENCLOSURE 3. ALL NON-CURRENT CARRYING ELECTRICAL EQUIPMENT PARTS SHALL BE PROPERLY GROUNDED.
SERVICE DROP 160 AT, 2P, 25 kAIC MCCB 4. MINIMUM WIRE SIZE INSTALLED SHALL BE 3.5 mm² TYPE THHN/THW, UNLESS OTHERWISE INDICATED.
230VAC, 1 PHASE SYSTEM, 60Hz 230V, 60 Hz (ACPDB) 5. ALL WIRES SHALL BE A BRAND
SPD AC DISTRIBUTION PANEL 6. WIRING DEVICES SHALL BE A BRAND.
100 kA IP 55 Enclosure 7. ALL CIRCUIT BREAKERS SHALL BE BOLT ON TYPE IN IP 55 ENCLOSURE
FOR OUTDOOR LOCATIONS, USING DITO TYPE APPROVED ENCLOSURE.
160 AT, 2P
8. MAIN CIRCUIT BREAKERS SHALL BE INDUSTRIAL TYPE, 25 kAIC, WHILE BRANCH CIRCUIT BREAKERS
2 - 60mm² THW (BLACK/RED) + SHALL BE COMMERCIAL TYPE, 10 kAIC
125AT, 2P 20AT, 2P
1 - 30mm² THW GROUND (GREEN
RECTIFIER 1 1 2 SPACE 9. INSULATION TEST SHALL BE DONE BEFORE THE SITE IS ENERGIZED AND WITNESSED .
IN 50mmØ IMC OR 50mm PVC PIPE RESISTANCE SHALL BE GREATER THAN FIFTY(50) MEGA OHMS.
20AT, 2P 20AT, 2P
10. ALL EQUIPMENT AND MATERIALS SHALL BE BRAND NEW AND SUITED TO THE REQUIRED USE.
M Perimeter Light 3 4 C.OUTLETS
20AT, 2P 20AT, 2P 11. PULL BOXES OR JUNCTION BOXES SHALL BE PROVIDED, EVEN IF NOT
SPARE 5 6 SPARE INDICATED IN THE PLANS.
GENSET PROVISION
20AT, 2P 12. ALL ELECTRICAL WORKS SHALL BE DONE UNDER THE DIRECT SUPERVISION OF A DULY
2 - 60mm² THW (BLACK/RED) + TO GROUNDING LOOP
SPARE 7 8 SPACE LICENSED AND REGISTERED ELECTRICAL ENGINEER.
1 - 30mm² THW GROUND (GREEN) NOTE:
IN 50mmØ IMC OR 50mm PVC PIPE MTS
1. THE POWER CORD OF THE SITE AVIATION OBSTRUCTION LIGHT SHOULD BE INSTALLED WITH
IN NEMA 3R OR 4X ENCLOSURE SPACE 9 10 SPACE
2- 160 AT, 2P, 25 kAIC MCCB A POWER CABLE WITH A METAL SHEATH OR LAID THROUGH A STEEL TUBE.
230V, 60 Hz THE METAL OUTER SHEATH OF THE CABLE (OR STEEL PIPE) SHOULD BE GROUNDED AT
BOTH ENDS AND INTO THE EQUIPMENT ROOM.
BOTH ENDS OF THE OUTDOOR CABLE LADDER SHOULD BE GROUNDED, AND THE GROUND
CONNECTED TO 10 HOLES GROUNDING CONNECTION
BUSBAR INSTALLED @ THE FIRST PLATFORM
OF THE TOWER or BASEPAD OF ELECTRICAL WIRE SHOULD BE A MULTI-STRAND COPPER WIRE WITH A CROSS-SECTIONAL AREA OF NOT
EQUIPMENT, REFER TO RISER DIAGRAM
LESS THAN 10MM2.

SINGLE LINE DIAGRAM 2. IF THE AVIATION OBSTRUCTION LIGHT IS DUAL TYPE (AC) TAPPING POINT SHALL BE AT THE ACPDB CIRCUIT NO.5.
3. IF THE AVIATION OBSTRUCTION LIGHT IS SINGLE TYPE (DC) TAPPING POINT SHALL BE AT THE RECTIFIER CABINET.
NTS SCALE

SCHEDULE OF LOADS (160 AMP MAIN)

PANEL : ACPDB
ENCLOSURE : IP 55 W/ GROUNDING BAR; BOTTOM FEED
POWER SOURCE : 230V, 1-PHASE, 60Hz
KVA LOAD SINGLE PHASE:
CKT. CIRCUIT BREAKERS Computation: = (230 x 80.44) / 1000
LOAD DESCRIPTION VOLTS_V LOAD_VA LOAD_AMP
NO. AT POLE WIRE SIZE GROUND SIZE CONDUIT LOAD_AMP = LOAD_VA / LOAD_V = 18.5 kVA
DEMAND FACTOR (%) = 100 = 37.5 kVA, which is still minimum allowable transformer
1 RECTIFIER 1 230 12000 52.17 125 2P 2 - 35mm², THW 1-25mm², THW 50.8mm Ø IMC Pipe(2"), or 50mm Ø PVC capacity of COOP.
TOTAL AMP = 64.35 A
PROTECTION AMP = TOTAL AMP * 1.25 = 80.44 A
2 SPARE 230 600 2.61 20 2P 2 - 3.5mm², THHN 1 - 3.5mm², THHN 15.4mm Ø IMC Pipe(1/2"), or 20mm Ø PVC

Perimeter Light
LEGEND
3 230 400 1.74 20 2P 2 - 3.5mm², THHN 1 - 3.5mm², THHN 15.4mm Ø IMC Pipe(1/2"), or 20mm Ø PVC
Feeder:
4 C. OUTLETS 230 600 2.61 20 2P 2 - 3.5mm², THHN 1 - 3.5mm², THHN 15.4mm Ø IMC Pipe(1/2"), or 20mm Ø PVC 2-60mm² THW (Black/Red)+ 1-30 mm² THW GROUND (GREEN)
IN 50 mmØ IMC or 50mm Ø PVC M KILOWATT HOUR METER
5 SPARE 230 600 2.61 20 2P 2 - 3.5mm², THHN 1 - 3.5mm², THHN 15.4mm Ø IMC Pipe(1/2"), or 20mm Ø PVC
MECB MAIN ENCLOSED CIRCUIT BREAKER
SPARE 230 2P
6 600 2.61 20 2 - 3.5mm², THHN 1 - 3.5mm², THHN 15.4mm Ø IMC Pipe(1/2"), or 20mm Ø PVC
Protection: MTS MANUAL TRANSFER SWITCH

7 SPARE - - - - - - - - 160 AT, 1-Phase MECB 2P, 230 V, 25 kAIC (EZD), ACPDB AC PANEL DISTRIBUTION BOARD
in NEMA 3R or 4x Enclosure.
8 SPACE - - - - - - - -

SPACE - - - - - - - - SPD
9

10 SPACE - - - - - - - - GROUND

TOTAL LOAD 14800 64.35 SERVICE ENTRANCE

C.V.AMIT J.REYES J.REYES

GLENN L. BRIONES
_____________________________________
PROFESSIONAL ELECTRICAL ENGINEER
PRC NO.: 0004812 PTR NO.: 4075993
TIN: 921-277-492 DATE ISSUED: 1/4/2023
2023MAR28
PLACE ISSUED: MALAYBALAY CITY, BUKIDNON
 10000

1000 8000 1000

NOTE:
4000 4000
1. INSULATED COPPER CABLE
(GREEN) FOR GROUNDING
SERVICE EQUIPMENT WILL BE
DEPEND ON THE kVA RATING OF
1000

1000
THE TRANSFORMER. Please refer
3 WAY to the SINGLE LINE DIAGRAM
EXOTHERMIC FOR EXACT kVA RATING OF
CONN TRANSFORMER.

4 WAY 25kVA = 30mm² INSULATED

3 WAY EXOTHERMIC 3 WAY COPPER CABLE (GREEN)
EXOTHERMIC CONN EXOTHERMIC
CONN CONN 37.5kVA = 30mm² INSULATED
COPPER CABLE (GREEN)
50kVA = 35mm² INSULATED
COPPER CABLE (GREEN)
CONVERSION BAR COPPER TO HDG
4000

4000
1-24 HOLES GROUNDING
3 WAY BUSBAR FOR ELECTRICAL
EXOTHERMIC EQUIPMENT PAD
CONN

SEE TEST
PIT DETAILS (ST-07)
10000

10000
8000

8000
4000

4000
200 200
LEGEND:
3 WAY
EXOTHERMIC
38mm² BARE COPPER WIRE
CONN
3 WAY 4 WAY
3 WAY 40mmx4mm HDG FLAT BAR
EXOTHERMIC EXOTHERMIC
EXOTHERMIC
CONN
CONN CONN 30mm² INSULATED COPPER CABLE (GREEN)
FOR GROUNDING ELECTRODE CONDUCTOR

700
3 WAY COMPACTED
EXOTHERMIC REFER TO NOTE 1 FILL
1000

1000
CONN CONVERSION BAR COPPER TO HDG

3 WAY
16mmØ or 58"Ø x 2.5m or 3m
EXOTHERMIC COPPER CLAD STEEL
CONN Using Exothermic Weld or Cad Weld
CRIMP TYPE TERMINAL LUG To Bond the grounding cable and
Grounding Rod
(FOR BARE AND INSULATED

80
200
COPPER CABLE, CU/AL)
3-WAY EXOTHERMIC CONNECTION with BCW
& Grounding Rod
38mm² BARE COPPER WIRE
2750 3-WAY EXOTHERMIC CONNECTION with BCW
& FLATBAR

3000mm or 2500mm
4000 4000
1000 8000 1000 3-WAY EXOTHERMIC CONNECTION with BCW

10000
4-WAY EXOTHERMIC CONNECTION
1 EARTHING & LIGHTING LAYOUT
SCALE : NTS
16mmØ or 58"Ø x2.5m or 3m
SEE TEST PIT DETAILS COPPER CLAD STEEL
ST-07

2 DETAIL A
SCALE : NTS

WHEN GROUNDING RESISTANCE

IS GREATER THAN 10Ω, ADD THIS
PART OF GROUNDING BODY

C.V.AMIT J.REYES J.REYES

GLENN L. BRIONES
_____________________________________
PROFESSIONAL ELECTRICAL ENGINEER
PRC NO.: 0004812 PTR NO.: 4075993
TIN: 921-277-492 DATE ISSUED: 1/4/2023
2023MAR28
PLACE ISSUED: MALAYBALAY CITY, BUKIDNON
 C.V.AMIT J.REYES J.REYES

GLENN L. BRIONES
_____________________________________
PROFESSIONAL ELECTRICAL ENGINEER
PRC NO.: 0004812 PTR NO.: 4075993
TIN: 921-277-492 DATE ISSUED: 1/4/2023
2023MAR28
PLACE ISSUED: MALAYBALAY CITY, BUKIDNON