camp development plan davao occidental …€¦ · · 2017-06-20camp development plan engineering...

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A-1

SHEET NO.SUBMITTED BY:

APPROVED BY:

RECOMMEND APPROVAL:

CHECKED BY:PREPARED BY:PROJECT TITLE:

LOCATION: LOCATION:

Republic of the Philippines

NATIONAL POLICE COMMISSION

PHILIPPINE NATIONAL POLICE

Camp Quintin M Merecido, Davao City

Kidalapong, Malita, Davao Occidental

CAMP DEVELOPMENT PLAN

ENGINEERING SERVICE

REGIONAL PROJECT MANAGEMENT UNIT 11

Director, ES

Police Chief Superintendent

PHILIP LAWRENCE S ABAPO, III

POLICE SENIOR INSPECTOR

ANTONIO A TAYLAN, JR

Asst. Chief, RPMU

MARIA DEOVINA G SEVILLANO

Police Chief Inspector

Acting Chief, RPMU

ABELARDO C MATILLANO

Police Senior Superintendent

Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES

DAVAO OCCIDENTAL POLICE PROVINCIAL OFFICE

BLLM 1-1

1 - 2

N 71° 23' W3,477.10 M

S 07° 20' E 17.98 M

S 78° 15' W 113.96 M

S 08° 42' E 26.02 M

S 77° 41' W 100.33 M

N 08° 52' W 109.83 M

2 - 3

3 - 4

4 - 5

5 - 6

LOT- 11 - A

LINE

TECHNICAL DESCRIPTION

BEARING DISTANCE

N

S

EW

N 67° 32' E 109.82 M

N 67° 37' E 17.15 M

6 - 7

7 - 8

SCALE 1:550M

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1 - 2 N 56° 14' W 123.87 M

2 - 3

3 - 1

LOT- 11 - B

LINE BEARING DISTANCE

96.65 MN 67° 37' E

S 56° 14' E 123.87 M8 - 1

3

S 07° 20' E 106.52 M

BLLM 1-1 N 71° 23' W3,477.10 M

BLLM 1-1

1 - 2

N 69° 50' W3,525.00 M

S 07° 20' E 124.50 M

S 78° 15' W 113.96 M

S 08° 42' E 26.02 M

S 77° 41' W 100.33 M

N 08° 52' W 109.83 M

2 - 3

3 - 4

4 - 5

5 - 6

LOT- 11 PCS - 11 - 00139

LINE


BEARING DISTANCE

N 67° 32' E 109.82 M

N 67° 37' E 113.83 M

6 - 7

7 - 1

BOUNDARY

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Acting Chief, ID, ES

HONORIO R AGNILA

Police Superintendent

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MASTER DEVELOPMENT PLAN


1

SHEET NO.PROJECT TITLE:

LOCATION: LOCATION:





PROPOSED DRAINAGE SYSTEM

ENGINEERING SERVICE



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LEGEND:

MANHOLE

RCCP

CANAL

SUBMITTED BY:

APPROVED BY:

RECOMMEND APPROVAL:

CHECKED BY:PREPARED BY:

Director, ES


PHILIP LAWRENCE S ABAPO III

Police Senior Inspector


Asst. Chief, RPMU



Acting Chief, RPMU

ABELARIO C MATILLANO


Deputy Director, ES

MANUEL G FABROS



HONORIO R AGNILA


Chief of Staff, ES

CROSS DRAIN DETAIL (INSIDE)

SCALE 1:100M

3.20 1.003.201.00 0.50 0.50

0.55

0.60

0.30

0.15

1.45

0.10

6" CHB

MANHOLE

24" Ø RCCP

10" thk. CONCRETE PAVEMENT

CONCRETE SIDE CURB

COMPACTED FILLING

CONCRETE COLLAR

2 SLOPE MIN.


2


LOCATION: LOCATION:






ENGINEERING SERVICE



SUBMITTED BY:

APPROVED BY:

RECOMMEND APPROVAL:


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Deputy Director, ES

MANUEL G FABROS



HONORIO R AGNILA


Chief of Staff, ES

CROSS DRAIN DETAIL (ENTRANCE)

SCALE 1:100M

5.005.000.30

0.50

1.15

0.50

1.80

0.30

COMPACTED FILLING

2 SLOPE MIN.

30" Ø RCCP


CONCRETE COLLAR

0.80 0.80

RIPRAPPING WALL


4" THK. CONCRETE FILLER

SECTIONPLAN

0.50 0.501.50

CONCRETE PAVEMENT

10

.0

0


3


LOCATION: LOCATION:






ENGINEERING SERVICE



SUBMITTED BY:

APPROVED BY:

RECOMMEND APPROVAL:


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Deputy Director, ES

MANUEL G FABROS



HONORIO R AGNILA


Chief of Staff, ES

0.50

0.150.15

MANHOLE COVER

CONCRETE SIDE WALK

DRAIN OPENING

CONCRETE PAVEMENT

MAN HOLE COVER

CONCRETE PAVEMENT

0.50

10MMØ RSB VERT.

1.0

0

3 - 12MMØ RSB B.W

10MMØ RSB HOR.

0.20

DRAINAGE DETAIL

CONCRETE PAVEMENT

HOR. BARS

PLAN

0.20

CO

NC

RE

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S

ID

E C

UR

B

0.70 0.15 0.50

MANHOLE DETAIL

0.150.15

10MMØ RSB HOR.

MANHOLE COVER

6" CHB6" CHB

1.0

0

HOR. BARS

12MMØ RSB B.W

0.10

0.15

Sp. @ 0.30M B.W.

0.10

1.0

0

0.15

Sp. @ 0.30M B.W.

1.00

CONCRETE PAVEMENT

10MMØ RSB VERT.

3 - 10MMØ RSB

0.150.15

3 - 10MMØ RSB

0.15


4


LOCATION: LOCATION:






ENGINEERING SERVICE



SUBMITTED BY:

APPROVED BY:

RECOMMEND APPROVAL:


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Deputy Director, ES

MANUEL G FABROS



HONORIO R AGNILA


Chief of Staff, ES

GENERAL NOTES:

ALL ELECTRICAL WORKS HEREIN SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL BUILDING CODE,PROVISIONS OF THE LATEST APPROVED PHILIPPINE ELECTRICAL CODE, THE LAWS AND ORDINANCES OFTHE LOCAL CODE ENFORCING AUTHORITIES AND REQUIREMENTS OF THE LOCAL ELECTRIC, AND BUILDINGADMINISTRATION REQUIREMENTS.

ALL WORKS SHALL BE DONE UNDER THE DIRECT SUPERVISION OF LICENSE DULY REGISTEREDELECTRICAL ENGINEER OR REGISTERED MASTER ELECTRICIAN.

1. CONTRACTOR SHALL SECURE ALL PERMITS AND ALL FEES REQUIRED FOR THE WORKS ANDFURNISH THE OWNER THE CERTIFICATE OF FINAL ELECTRICAL INSPECTION,

2. INCASE OF DISCREPANCY BETWEEN PLANS AND SITE CONDITION, SPECIFICATIONS & REVISIONSCHANGES, THE CONTRACTOR SHOULD IMMEDIATELY VERIFY & CONSULT TOWITH THE OFFICER-IN-CHARGE OF THE CONSTRUCTION (OICC) OF THE PNP ENGINEERING SERVICE (PNPES),

3. ALL LOCATION & MOUNTING HEIGHT ARE SUBJECT TO APPROVAL OF THE OICC OF PNPES,

4. CONTRACTOR SHALL BE RESPONSIBLE IN THE PREPARATION OF AS-BUILT PLANS DULY SIGNEDAND SEALED BY PROFESSIONAL ELECTRICAL ENGINEER, AND ELECTRONIC AUTOCAD FILES,

5. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF SHOP OR CONSTRUCTION DRAWINGREQUIRED BY OWNERENGINEER, THIS INCLUDES DEVICES AND FIXTURES ELEVATION,

6. CONTRACTOR SHALL VISIT SITE CONDITION AND INCLUDE ALL COST NECESSARY TO COMPLETETHE SYSTEM AT NO COST TO OWNER, INCLUDING COST OF CORING SERVICE AND EXPENSES FORTHE RESTORATION OF ANY DAMAGE AFFECTED CIVIL STRUCTURAL OR RELOCATION OF EXISTINGFACILITIES ON BUILDING,

7. CONTRACTOR SHALL LOCATE ALL HANDHOLE SPLICE BOXES TO ACCESSIBLE PLACE OR WITHACCESS CONCRETE PEDESTAL,

8. NOMINATED CONTRACTOR TO VERIFY ALL EQUIPMENTS TO BE INSTALLED OR PLACE WITHIN THEROADS, AND MAKE AN ADJUSTMENT WITH THE PNPES ENGINEER OICC's CONSENT,

9. THIS DRAWINGS ARE DIAGRAMATIC LAYOUT ONLY, ANY MATERIALS AND FITTINGS NOT SHOWN ONTHIS PLANS BUT NEEDED TO COMPLETE THE SYSTEM AND OPERATION SHALL BE INCLUDED WITHTHE CONTRACTOR'S SCOPE OF WORKS.

10. ADDITIONAL NOTES:

· CONSULT WITH THE LOCAL ELECTRIC COOPERATIVE· COMPLY WITH THE PROVISIONS OF SAFETY AND HEALTH REQUIREMENTS

E-1


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION: LOCATION:






PROPOSED ELECTRICAL SUPPLY SYSTEM

ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES



HONORIO R AGNILA


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T-4,5,637.5kVAL123, P9

T-350kVAL2, P7

P8

T-150kVAL3, P3

P1

T-250kVAL1, P4

DISTRIBUTION TRANSFORMER LAYOUT

LEGEND & SYMBOLS

45' CONCRETE POLEwith TRANSFORMER

PRIMARY LINE

SECONDARY SERVICEDROP LINE

35' SECONDARYCONCRETE POLE

PROPOSED CONCRETEPOLE

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P5

P6

P2

PROPOSED PRIMARY METERINGDEVICE

DATA LOGGER FROM ELECTRICUTILITY

EXISTING ELECTRIC UTILITY 13.2kVSUPPLY LINE (SINGLE PHASE TO BE

UPGRADED FOR THREE PHASE)

SERVICE ENTRANCEPOLE PROFESSIONAL ELECTRICAL ENGINEER

REG NO: PTR NO: TIN:

ISS. AT: ISS. ON: TEL:

NOTE: Sign and Seal of Electrical plans is the sole authority of a PROFESSIONAL ELECTRICAL ENGINEERR.A. 7920 Section 31, 32 & 34. Field of Practice and Prohibition in the Practice of Electrical Engineeringand preparation of plans, supervision of installation, application of the Philippine Electrical Code.

It shall be unlawful for any person not authorized under this Act to prepare plans, electricalvaluations or specifications for any electrical wiring, equipment or system; and no installation thereof shallbe undertaken unless the plans, designs, valuations and specifications have been prepared by or under theresponsible charge of, and signed and sealed by a professional electrical engineer; and the constructionpermit for the execution thereof is first secured; and unless the work is done in accordance with thePhilippine Electrical Code and is executed under the responsible charge or supervision of aPROFESSIONAL ELECTRICAL ENGINEER or REGISTERED ELECTRICAL ENGINEER or Registered MasterElectrician, as the case may be, and the routinary fiscal and ministerial requirements of the governmentagency, if any, exercising jurisdiction over the particular installation have been complied with.

TABLE OF CONTENTSSHEET

NO

SHEET CONTENTS

DRAWING

NO

E1 DISTRIBUTION TRANSFORMER LAYOUT 1

LEGEND & SYMBOLS 2

SECONDARY LINE60MM² THW CU WIREIN SECONDARY RACKINDIVIDUAL

SERVICE DROP LINE(INCLUDED IN THIS ELECTRICAL SERVICE SYSTEM)

INDIVIDUALSERVICE ENTRANCE POLE

(INCLUDED IN THE BUILDING)

INDIVIDUALSERVICE DROP LINE(INCLUDED IN THIS ELECTRICAL SERVICE SYSTEM)

INDIVIDUALSERVICE DROP LINE(INCLUDED IN THIS ELECTRICAL SERVICE SYSTEM)

45' CONCRETE POLEWITH 3-37.5 kVA TRANSFORMER

PRIMARY LINE3-50mm² ACSR COATEDwith 22mm² ACSR Grounding

35' SECONDARY CONCRETE POLE

10.0480

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SCALE : 1:500M0 5 10

E-2


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION: LOCATION:






PROPOSED ELECTRICAL SUPPLY SYSTEM

ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Chief of Staff, ES

MANUEL G FABROS


Deputy Director, ES



HONORIO R AGNILA


PROPOSED PRIMARYMETERING DEVICE

DATA LOGGER FROMELECTRIC UTILITY

M

SERVICE ENTRANCE

M

M M

CoveredCourt

(8 kVA)

MCF30k

L123, P1

Firing Range(15 kVA)

PPSCBuilding(50 kVA)

Motor Pool(19 kVA)

Chapel( 50 kVA)Pump House

(10 kVA)PD's Quarters

(15 kVA)

T-150kVAL3, P3

PNCOBarracks(17 kVA)

T-250kVAL1, P4

AdminBuilding(75 kVA)

GrandstandBuilding(10 kVA)

NSU Building(10 kVA)

MM M

LBS30k

L123, PM

13.2kV PRIMARY LINE3 - 50 mm² ACSR Coated

1 - 22 mm² ACSR

10 m Approx

112m Approx70m Approx

40m Approx

T-83-50kVA

L123, P18

OCM-ACR50A

L123, P2

SURGE ARRESTER

TRANSFORMERIndicating NUMBERLINE CONNECTIONPOLE DESIGNATION

AUTOMATICCIRCUITRECLOSERIndicating RATINGsetting, LINECONNECTION, POLEDESIGNATION

LBSL123, PP

LOAD BREAKERSWITCHIndicating LINE &POLE LOCATION

CURRENTTRANSFORMER

VOLTAGETRANSFORMER

5k

5k 5k 5k

GROUND

OCM-ACR30A

L123, P2

100 AT,2P

40 AT,2P

100 AT,2P

100 AT,2P

250 AT,2P

40 AT,2P

250 AT,2P

150 AT,2P40 AT,

2P250 AT,

3P

60 AT,2P

60 AT,2P

60 AT,2P

60 AT,2P

60 AT,2P

PROFESSIONAL ELECTRICAL ENGINEER

REG NO: PTR NO: TIN:

ISS. AT: ISS. ON: TEL:

NOTE: Sign and Seal of Electrical plans is the sole authority of a PROFESSIONAL ELECTRICAL ENGINEERR.A. 7920 Section 31, 32 & 34. Field of Practice and Prohibition in the Practice of Electrical Engineering and preparation of plans, supervision of installation, application of the Philippine Electrical Code.

It shall be unlawful for any person not authorized under this Act to prepare plans, electrical valuations or specifications for any electrical wiring, equipment or system; and no installation thereof shall be undertakenunless the plans, designs, valuations and specifications have been prepared by or under the responsible charge of, and signed and sealed by a professional electrical engineer; and the construction permit for the executionthereof is first secured; and unless the work is done in accordance with the Philippine Electrical Code and is executed under the responsible charge or supervision of a PROFESSIONAL ELECTRICAL ENGINEER or REGISTEREDELECTRICAL ENGINEER or Registered Master Electrician, as the case may be, and the routinary fiscal and ministerial requirements of the government agency, if any, exercising jurisdiction over the particular installation havebeen complied with.

TABLE OF CONTENTSSHEET

NO

SHEET CONTENTS

DRAWING

NO

E2 SCHEDULE OF LOADS 1

SINGLE LINE DIAGRAM 2

LEGEND & SYMBOLS 3

M

60 AT,2P

T-350kVAL2, P7

T-4,5,63-37.5kVAL123, P9

20m Approx

Power House(100 kVA silent type

Generator Set)NSU Building

(10 kVA)NSU Building




(10 kVA)

M

TRANSFORMER

NR.

L O A D

NAME OF BUILDINGOFFICE

PROPOSEDCOMPUTED LOAD

(KVA)COMPLOAD

PROPOSEDTRANSFORMERRATING (KVA)

CFRATING

LoadBalance

L1 L2 L3 L1 L2 L3

MOTOR POOL BLDG 0 0 19

CHAPEL 0 0 50

T1 0 0 69 5.23 0 0 50 5 72.46

NSU 10 0 0

NSU 10 0 0

NSU 10 0 0

NSU 10 0 0

NSU 10 0 0

NSU 10 0 0

T2 60 0 0 4.55 50 0 0 5 83.33

PPSC 0 50 0

COVERED COURT 0 8 0

FIRING RANGE 0 15 0

T3 0 73 0 5.53 0 50 0 5 68.49

PUMP HOUSE 0 10 0

PD'S QUARTERS 15 0 0

GRANDSTAND 0 0 10

ADMIN 24 42 45

PNCO BARRACKS 17 0 0

T4,5.6 56 52 55 4.24 37.5 37.5 37.5 5 66.96

TOTAL 116 125 124 87.5 87.5 87.5

COMPUTATIONS: USE:

Ampacity of Primary Line (Iw)= (Highest kVA Load x df)13.2 kV x 1.732:

Iw = (125 x 0.85)13.2 x 1.732 =

13.94 3 - 50 mm² ACSR Coated + 1 - 22 mm² ACSR

Main Cut-out Fuse & Load Break Switch Rating (Icb) = Iw x 1.25:

Icb = 17.433 - 30 Amps Main Cut-out Fuse and 1 - set: 3 Pole LBS

EXISTING ELECTRIC UTILITY13.2kV SUPPLY LINE (SINGLEPHASE TO BE UPGRADED FOR

THREE PHASE)

DTS350AT, 3P

BREAKER TYPE

450AT,3P

SINGLE LINE DIAGRAM

LEGEND & SYMBOLSSCHEDULE OF LOADS

ECFL123, P1

ELECTRONICCUT-OUT FUSEIndicating LINE &POLE LOCATION

1


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION: LOCATION:






PROPOSED EMBANKMENT OF

ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Deputy Director, ES

MANUEL G FABROS



HONORIO R AGNILA


Chief of Staff, ES


BLLM 1-1

1 - 2

N 71° 23' W3,477.10 M

S 07° 20' E 17.98 M

S 78° 15' W 113.96 M

S 08° 42' E 26.02 M

S 77° 41' W 100.33 M

N 08° 52' W 109.83 M

2 - 3

3 - 4

4 - 5

5 - 6

LOT- 11 - A

LINE


BEARING DISTANCE

N 67° 32' E 109.82 M

N 67° 37' E 17.15 M

6 - 7

7 - 8

1

2

3

4

5

6

7

G

A

T

E

2

E

N

T

R

A

N

C

E

G

A

T

E

1 - 2 N 56° 14' W 123.87 M

2 - 3

3 - 1

LOT- 11 - B

LINE BEARING DISTANCE

96.65 MN 67° 37' E

S 56° 14' E 123.87 M8 - 1

2

3

S 07° 20' E 106.52 M

BLLM 1-1 N 71° 23' W3,477.10 M

1

2

3

4

5

6

7

8

BLLM 1-1

1 - 2

N 69° 50' W3,525.00 M

S 07° 20' E 124.50 M

S 78° 15' W 113.96 M

S 08° 42' E 26.02 M

S 77° 41' W 100.33 M

N 08° 52' W 109.83 M

2 - 3

3 - 4

4 - 5

5 - 6

LOT- 11 PCS - 11 - 00139

LINE


BEARING DISTANCE

N 67° 32' E 109.82 M

N 67° 37' E 113.83 M

6 - 7

7 - 1

BOUNDARY

THIS SITE

VICINITY MAP

SITE DEVELOPMENT PLAN

3

6

.

1

5

M

3

9

.

0

5

M

2

2

.

7

0

4

9

.

4

0

M

6

0

M

4

5

.

1

3

M

3

4

.3

0

M

4

1

.

8

2

M

2

0

M

2

8

.

4

5

M

4

7

.2

0

M

9

.

6

0

M

3

8

.

2

2

M

1

3

.

3

6

M

2

2

.

8

6

M

6

.

7

0

M

LEGEND:

MAIN ROAD (ENBANKMENT)

E

X

I

S

T

I

N

G

R

O

A

D

2 slope 2 slope

0.80 mtr 0.67 mtr 3.20 mtr 1.00 mtr 3.20 mtr 0.67 mtr 0.80 mtr

Aggregate base course

Aggregate sub-base course 8" thk

Concrete pavement 8" thk

Center island

CL

5.17 mtr 5.17 mtr

Side gutter(see detail)

Box canalManhole cover

Fill section

Cut section

1.5

0 m

tr

Sidewalk

TYPICAL CROSS-SECTION EMBANKMENT (MAIN ROAD)

2


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION: LOCATION:







ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Deputy Director, ES

MANUEL G FABROS



HONORIO R AGNILA


Chief of Staff, ES


2 slope 2 slope

0.80 mtr 0.67 mtr 3.20 mtr 3.20 mtr 0.67 mtr 0.80 mtr

Aggregate base course

Aggregate sub-base course 8" thk

Concrete pavement 8" thk

CL

4.67 mtr 4.67 mtr

Side gutter(see detail)

Box canal

Manhole cover

Fill section

Cut section

1.5

0 m

tr

TYPICAL CROSS-SECTION EMBANKMENT ( AUXILIARY ROADS)

Sidewalk

3


APPROVED BY:

RECOMMEND APPROVAL:


LOCATION: LOCATION:







ENGINEERING SERVICE


Director, ES





Asst. Chief, RPMU



Acting Chief, RPMU



Deputy Director, ES

MANUEL G FABROS



HONORIO R AGNILA


Chief of Staff, ES


camp development plan davao occidental …€¦ · · 2017-06-20camp development plan engineering...

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