TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-1
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2 NE Lot 1176-B-3, Psd-07-033867 (AR)

2-3 SE Lot 1425, Pls-146
3-4 SW Lot 2273, Pls-146
4-1 NW Lot 1176-B-2, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 25 deg. 22' W. 1811.44 m.

1-2 S. 58 deg. 00' E. 86.62 m.

2-3 S. 67 deg. 58' W. 240.80 m.
3-4 N. 26 deg. 02' W. 24.13 m.
4-1 N. 54 deg. 27' E. 197.07 m.

Area : TEN THOUSAND SEVEN HUNDRED EIGHTY SIX (10,786) square meters,
more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-2
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2 SE Lot 1176-B-1, Psd-07-033867 (AR)

2-3 NW Lot 2273, Pls-146
3-4-5 NW Lot 1176-B-5, Psd-07-033867 (AR)
5-1 SE Lot 1176-B-3, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 25 deg. 22' W. 1811.44 m.

1-2 S. 54 deg. 27' W. 197.07 m.

2-3 N. 26 deg. 02' W. 37.26 m.
3-4 N. 54 deg. 09' E. 48.27 m.
4-5 N. 55 deg. 55' E. 148.73 m.
5-1 S. 25 deg. 15' E. 33.76 m.

Area : SEVEN THOUSAND THIRTEEN (7,013) square meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-3
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2 SW Lot 1176-B-2, Psd-07-033867 (AR)

2-3 SW Lot 1176-B-5, Psd-07-033867 (AR)
3-4 NE Lot 1176-B-4, Psd-07-033867 (AR)
4-5-6-7 NE Lot 1176-A, Psd-07-032180 (AR)
7-8 NW Lot 1176-B-46, Psd-07-033867 (AR)
8-9-10-11 SE Lot 1176-B-44, Psd-07-033867 (AR)
11-12 SW Lot 1425, Pls-146
12-1 SW Lot 1176-B-1, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 25 deg. 22' W. 1811.44 m.

1-2 N. 25 deg. 15' W. 33.76 m.

2-3 N. 28 deg. 28' W. 51.68 m.
3-4 N. 75 deg. 30' E. 32.78 m.
4-5 S. 40 deg. 28' E. 25.60 m.
5-6 N. 54 deg. 24' E. 64.57 m.
6-7 N. 09 deg. 37' W. 65.65 m.
7-8 N. 65 deg. 32' E. 124.82 m.
8-9 S. 31 deg. 14' W. 105.25 m.
9-10 S. 10 deg. 31' W. 63.63 m.
10-11 S. 29 deg. 31' E. 95.38 m.
11-12 S. 67 deg. 58' W. 77.46 m.
12-1 N. 58 deg. 00' W. 86.62 m.

Area : TWENTY ONE THOUSAND FIVE HUNDRED FORTY NINE (21,549) square
meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-4
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2-3 NW & NE Lot 1176-B-6, Psd-07-033867 (AR)

3-4 NE Lot 1176-A, Psd-07-032180 (AR)
4-5 SW Lot 1176-B-3, Psd-07-033867 (AR)
5-6-7-1 SW Lot 1176-B-5, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 27 deg. 38' W. 1940.33 m.

1-2 N. 27 deg. 01' E. 33.86 m.

2-3 N. 68 deg. 47' E. 62.02 m.
3-4 S. 40 deg. 28' E. 66.67 m.
4-5 S. 75 deg. 30' W. 32.78 m.
5-6 N. 24 deg. 33' W. 24.70 m.
6-7 S. 62 deg. 52' W. 70.43 m.
7-1 N. 36 deg. 29' W. 19.85 m.

Area : THREE THOUSAND NINE HUNDRED TWELVE (3,912) square meters,

more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-5
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2-3-4 NE Lot 1176-B-4, Psd-07-033867 (AR)

4-5 NE Lot 1176-B-3, Psd-07-033867 (AR)
5-6-7 SE Lot 1176-B-2, Psd-07-033867 (AR)
7-8-9 W Lot 2273, Pls-146
9-10-1 NW Lot 1176-B-6, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 27 deg. 38' W. 1940.33 m.

1-2 S. 36 deg. 29' E. 19.85 m.

2-3 N. 62 deg. 52' E. 70.43 m.
3-4 S. 24 deg. 33' E. 24.70 m.
4-5 S. 28 deg. 28' E. 51.68 m.
5-6 S. 55 deg. 55' W. 148.73 m.
6-7 S. 54 deg. 09' W. 48.27 m.
7-8 N. 26 deg. 02' W. 36.18 m.
8-9 N. 25 deg. 11' W. 37.93 m.
9-10 N. 76 deg. 38' E. 54.18 m.
10-1 N. 20 deg. 59' E. 89.98 m.

Area : FOURTEEN THOUSAND SIX HUNDRED FIFTY THREE (14,653) square

meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-6
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2-3 SE Lot 1176-B-5, Psd-07-033867 (AR)

3-4 NW Lot 2273, Pls-146
4-5-6 NE Lot 1176-B-7, Psd-07-033867 (AR)
6-7-8 NE Lot 1176-A, Psd-07-032180 (AR)
8-9-1 SE Lot 1176-B-4, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 27 deg. 38' W. 1940.33 m.

1-2 S. 20 deg. 59' W. 89.98 m.

2-3 S. 76 deg. 38' W. 54.18 m.
3-4 N. 25 deg. 11' W. 154.50 m.
4-5 N. 73 deg. 41' E. 58.75 m.
5-6 N. 64 deg. 10' E. 69.62 m.
6-7 S. 84 deg. 36' E. 88.08 m.
7-8 S. 30 deg. 24' E. 33.85 m.
8-9 S. 68 deg. 47' W. 62.02 m.
9-1 S. 27 deg. 01' W. 33.86 m.

Area : TWENTY-ONE THOUSAND FIVE HUNDRED TWENTY EIGHT (21,528) square

meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-7
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2 SE Lot 1176-A, Psd-07-032180 (AR)

2-3-4 SE Lot 1176-B-6, Psd-07-033867 (AR)
4-5 SW Lot 2273, Pls-146
5-1 NW Lot 1176-B-8, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 21 deg. 09' W. 2294.98 m.

1-2 S. 17 deg. 18' W. 346.64 m.

2-3 S. 64 deg. 10' W. 69.62 m.
3-4 S. 73 deg. 39' W. 58.75 m.
4-5 N. 25 deg. 11' W. 68.36 m.
5-1 N. 38 deg. 29' E. 403.85 m.

Area : THIRTY THOUSAND SIX (30,006) square meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-8
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2 SE Lot 1176-B-7, Psd-07-033867 (AR)

2-3 SW Lot 2273, Pls-146
3-4-5 NW Lot 1176-B-9, Psd-07-033867 (AR)
5-6 NW Lot 1176-B-10, Psd-07-033867 (AR)
6-7-8-9-10-11 NE Lot 1176-B-11, Psd-07-033867 (AR)
11-12 NW Lot 1176-B-33, Psd-07-033867 (AR)
12-13 NE Lot 1176-B-35, Psd-07-033867 (AR)
13-14 NE Lot 1176-B-36, Psd-07-033867 (AR)
14-1 SE Lot 1176-B-38, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 21 deg. 09' W. 2294.98 m.

1-2 S. 38 deg. 29' W. 403.85 m.

2-3 N. 25 deg. 11' W. 82.23 m.
3-4 N. 46 deg. 13' E. 52.86 m.
4-5 N. 23 deg. 02' W. 45.87 m.
5-6 N. 15 deg. 36' E. 41.63 m.
6-7 N. 51 deg. 08' E. 19.68 m.
7-8 S. 21 deg. 14' E. 15.38 m.
8-9 N. 76 deg. 06' E. 36.69 m.
9-10 S. 23 deg. 17' E. 26.69 m.
10-11 N. 79 deg. 38' E. 28.25 m.
11-12 N. 35 deg. 48' E. 154.04 m.
12-13 N. 54 deg. 41' E. 59.55 m.
13-14 N. 77 deg. 04' E. 24.75 m.
14-1 S. 05 deg. 23' W. 29.59 m.

Area : TWENTY FIVE THOUSAND NINETY FOUR (25,094) square meters, more
or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-9
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2-3 SE & SW Lot 1176-B-8, Psd-07-033867 (AR)

3-4 NW Lot 2273, Pls-146
4-1 NE Lot 1176-B-10, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 28 deg. 58' W. 2260.04 m.

1-2 S. 23 deg. 02' E. 45.87 m.

2-3 S. 46 deg. 13' W. 52.86 m.
3-4 N. 25 deg. 11' W. 48.08 m.
4-1 N. 55 deg. 45' E. 52.47 m.

Area : TWO THOUSAND THREE HUNDRED SEVENTY NINE (2,379) square

meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-10
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2 SE Lot 1176-B-9, Psd-07-033867 (AR)

2-3-4 NW Lot 2273, Pls-146
4-5 NW Lot 1176-B-12, Psd-07-033867 (AR)
5-6 NE Lot 1176-B-11, Psd-07-033867 (AR)
6-1 SE Lot 1176-B-8, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 28 deg. 58' W. 2260.04 m.

1-2 S. 49 deg. 04' W. 53.84 m.

2-3 N. 25 deg. 11' W. 57.96 m.
3-4 N. 24 deg. 55' W. 7.67 m.
4-5 N. 57 deg. 49' E. 55.31 m.
5-6 S. 67 deg. 47' E. 35.59 m.
6-1 S. 15 deg. 36' W. 41.63 m.

Area : FOUR THOUSAND ELEVEN (4,011) square meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-11
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2 SW Lot 1176-B-12, Psd-07-033867 (AR)

2-3 SW Lot 2273, Pls-146
3-4-5-6-7-8-9 NW Lot 1176-B-45, Psd-07-033867 (AR)
9-10-11-12-13-14 NE Lot 1176-B-33, Psd-07-033867 (AR)
14-15-16-17-18-19 SW Lot 1176-B-8, Psd-07-033867 (AR)
19-20 SW Lot 1176-B-10, Psd-07-033867 (AR)
20-1 SW Lot 1176-B-12, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 28 deg. 44' W. 2365.16 m.

1-2 S. 74 deg. 10' W. 54.54 m.

2-3 N. 24 deg. 55' W. 34.71 m.
3-4 N. 76 deg. 09' E. 47.10 m.
4-5 N. 78 deg. 35' E. 10.25 m.
5-6 N. 82 deg. 08' E. 27.24 m.
6-7 N. 50 deg. 53' E. 48.72 m.
7-8 N. 60 deg. 24' E. 26.46 m.
8-9 N. 66 deg. 22' E. 13.59 m.
9-10 S. 23 deg. 32' E. 42.81 m.
10-11 S. 18 deg. 20' E. 89.24 m.
11-12 S. 59 deg. 30' E. 9.12 m.
12-13 S. 16 deg. 28' E. 24.27 m.
13-14 S. 79 deg. 38' W. 28.25 m.
14-15 N. 23 deg. 17' W. 26.69 m.
15-16 S. 76 deg. 06' W. 36.69 m.
16-17 N. 21 deg. 14' W. 15.38 m.
17-18 S. 51 deg. 08' W. 19.68 m.
18-19 N. 67 deg. 47' W. 35.59 m.
19-1 N. 26 deg. 08' W. 47.77 m.

Area : FIFTEEN THOUSAND ONE HUNDRED SIX (15,106) square meters, more
or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-12
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2 NE Lot 1176-B-11, Psd-07-033867 (AR)

2-3 SE Lot 1176-B-10, Psd-07-033867 (AR)
3-4 NW Lot 2273, Pls-146
4-1 NE Lot 1176-B-11, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 28 deg. 44' W. 2365.16 m.

1-2 S. 26 deg. 08' E. 47.77 m.

2-3 S. 57 deg. 49' W. 55.31 m.
3-4 N. 24 deg. 55' W. 63.37 m.
4-1 N. 74 deg. 10' E. 54.54 m.

Area : THREE THOUSAND TWENTY (3,020) square meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-13
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2 SE Lot 1176-B-14, Psd-07-033867 (AR)

2-3-4 SW Lot 1176-B-45, Psd-07-033867 (AR)
4-5 SW Lot 2273, Pls-146
5-1 NE Lot 1176-B-16, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 28 deg. 09' W. 2460.35 m.

1-2 S. 10 deg. 27' E. 64.86 m.

2-3 S. 81 deg. 18' W. 10.24 m.
3-4 S. 78 deg. 44' W. 47.87 m.
4-5 N. 24 deg. 55' W. 61.10 m.
5-1 N. 74 deg. 49' E. 73.61 m.

Area : FOUR THOUSAND EIGHTY NINE (4,089) square meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-14
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2 NE Lot 1176-B-15, Psd-07-033867 (AR)

2-3-4 NE & SE Lot 1176-B-23, Psd-07-033867 (AR)
4-5-6-7 SE Lot 1176-B-45, Psd-07-033867 (AR)
7-8 NW Lot 1176-B-13, Psd-07-033867 (AR)
8-1 NW Lot 1176-B-16, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 28 deg. 06' W. 2474.55 m.

1-2 N. 80 deg. 02' E. 48.21 m.

2-3 N. 72 deg. 21' E. 37.44 m.
3-4 S. 22 deg. 29' E. 51.72 m.
4-5 S. 59 deg. 02' W. 26.88 m.
5-6 S. 50 deg. 49' W. 47.73 m.
6-7 S. 79 deg. 42' W. 27.08 m.
7-8 N. 10 deg. 27' W. 64.86 m.
8-1 N. 18 deg. 50' W. 13.88 m.

Area : SIX THOUSAND SEVENTY SIX (6,076) square meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-15
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2-3-4 NW & NE Lot 1176-B-16, Psd-07-033867 (AR)

4-5 SE Lot 1176-B-23, Psd-07-033867 (AR)
5-1 SW Lot 1176-B-23, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 28 deg. 06' W. 2474.55 m.

1-2 N. 15 deg. 23' W. 82.16 m.

2-3 N. 68 deg. 59' E. 32.12 m.
3-4 S. 51 deg. 25' E. 28.82 m.
4-5 S. 14 deg. 35' E. 66.57 m.
5-1 S. 80 deg. 02' W. 48.21 m.

Area : FOUR THOUSAND EIGHT (4,008) square meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-16
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2 NE Lot 1176-B-14, Psd-07-033867 (AR)

2-3 SW Lot 1176-B-13, Psd-07-033867 (AR)
3-4 SW Lot 2273, Pls-146
4-5-6 NW Lot 1176-B-18, Psd-07-033867 (AR)
6-7-1 SE Lot 1176-B-15, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 28 deg. 06' W. 2474.55 m.

1-2 S. 18 deg. 50' E. 13.88 m.

2-3 S. 74 deg. 49' W. 73.61 m.
3-4 N. 24 deg. 55' W. 130.99 m.
4-5 N. 47 deg. 39' E. 22.83 m.
5-6 N. 79 deg. 33' E. 71.16 m.
6-7 S. 20 deg. 15' E. 37.69 m.
7-1 S. 15 deg. 23' E. 82.16 m.

Area : ELEVEN THOUSAND THREE HUNDRED EIGHTY THREE (11,383) square

meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-17
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2
2-3-4
4-5
5-6-7
7-1

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 26 deg. 18' W. 2525.93 m.

1-2 S. 60 deg. 37' W. 18.14 m.

2-3 N. 51 deg. 25' W. 28.82 m.
3-4 S. 68 deg. 59' W. 32.12 m.
4-5 N. 20 deg. 15' W. 37.69 m.
5-6 N. 63 deg. 55' E. 25.56 m.
6-7 N. 33 deg. 20' E. 36.34 m.
7-8 S. 27 deg. 17' E. 83.84 m.
8-9 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : THREE THOUSAND TWO HUNDRED SEVENTY TWO (3272) square meters,
more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-18
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 26 deg. 17' W. 2637.40 m.

1-2 S. 48 deg. 05' E. 18.11 m.

2-3 S. 12 deg. 18' W. 13.85 m.
3-4 S. 33 deg. 20' W. 36.34 m.
4-5 S. 79 deg. 33' W. 71.12 m.
5-6 S. 47 deg. 39' W. 22.33 m.
6-7 S. 47 deg. 39' W. 22.83 m.
7-8 N. 24 deg. 55' W. 99.62 m.
8-9 N. 70 deg. 39' E. 36.94 m.
9-10 S. 61 deg. 58' E. 39.97 m.
10-11 S. 45 deg. 18' E. 25.87 m.
11-12 S. 58 deg. 44' E. 37.76 m.
12-13 N. 07 deg. 34' W. 24.51 m.
13-14 N. 60 deg. 00' E. 50.40 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : EIGHT THOUSAND EIGHT HUNDRED TWELVE (8812) square meters,

more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-19
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 26 deg. 17' W. 2637.40 m.

1-2 S. 60 deg. 00' W. 50.40 m.

2-3 S. 07 deg. 34' E. 24.51 m.
3-4 N. 58 deg. 44' W. 37.76 m.
4-5 N. 45 deg. 18' W. 25.87 m.
5-6 N. 61 deg. 58' W. 39.97 m.
6-7 S. 70 deg. 39' W. 36.94 m.
7-8 N. 24 deg. 55' W. 71.58 m.
8-9 N. 64 deg. 54' E. 141.03 m.
9-10 S. 10 deg. 06' E. 74.02 m.
10-11 N. 81 deg. 23' E. 46.67 m.
11-12 S. 04 deg. 51' E. 53.87 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : SIXTEEN THOUSAND TWO HUNDRED EIGHTY FOUR (16284) square

meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-20
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 23 deg. 32' W. 2640.41 m.

1-2 N. 70 deg. 47' W. 67.26 m.

2-3 S. 65 deg. 50' W. 59.93 m.
3-4 S. 81 deg. 23' W. 46.67 m.
4-5 N. 10 deg. 06' W. 74.02 m.
5-6 N. 64 deg. 54' E. 175.88 m.
6-7 S. 37 deg. 26' W. 66.08 m.
7-8 S. 21 deg. 25' W. 28.69 m.
8-9 S. 17 deg. 01' E. 43.89 m.
9-10 S. 55 deg. 22' W. 29.79 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : EIGHTEEN THOUSAND SEVEN HUNDRED FORTY FIVE (18745) square

meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-21
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 26 deg. 17' W. 2637.40 m.

1-2 N. 04 deg. 51' W. 53.87 m.

2-3 N. 65 deg. 50' E. 59.93 m.
3-4 S. 70 deg. 47' E. 67.26 m.
4-5 S. 11 deg. 32' E. 71.58 m.
5-6 S. 88 deg. 17' W. 35.48 m.
6-7 N. 87 deg. 49' W. 79.05 m.
7-8 N. 48 deg. 05' W. 18.11 m.
8-9 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : NINE THOUSAND SEVEN HUNDRED TWENTY ONE (9721) square meters,
more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-22
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 26 deg. 18' W. 2525.93 m.

1-2 N. 27 deg. 17' W. 83.84 m.

2-3 N. 12 deg. 18' E. 13.85 m.
3-4 S. 87 deg. 49' E. 79.05 m.
4-5 N. 88 deg. 17' E. 35.48 m.
5-6 S. 02 deg. 29' W. 18.29 m.
6-7 S. 17 deg. 41' E. 72.21 m.
7-8 N. 89 deg. 27' W. 100.10 m.
8-9 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : NINE THOUSAND THREE HUNDRED NINETY NINE (9399) square meters,
more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-23
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 26 deg. 18' W. 2525.93 m.

1-2 S. 89 deg. 27' E. 100.10 m.

2-3 S. 45 deg. 43' W. 26.81 m.
3-4 S. 24 deg. 35' E. 73.19 m.
4-5 S. 66 deg. 50' W. 59.75 m.
5-6 N. 22 deg. 29' W. 51.72 m.
6-7 S. 72 deg. 21' W. 37.44 m.
7-8 N. 14 deg. 35' W. 66.57 m.
8-9 N. 60 deg. 37' E. 18.14 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : EIGHT THOUSAND SIX HUNDRED FIFTY TWO (8652) square meters,
more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-24
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 22 deg. 18' W. 2487.86 m.

1-2 S. 35 deg. 08' E. 88.63 m.

2-3 S. 71 deg. 35' W. 93.15 m.
3-4 S. 50 deg. 46' W. 34.43 m.
4-5 N. 24 deg. 35' W. 73.19 m.
5-6 N. 45 deg. 43' E. 26.81 m.
6-7 N. 62 deg. 58' E. 84.53 m.
7-8 m.
8-9 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : NINE THOUSAND TWO HUNDRED FIFTY SIX (9256) square meters,
more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-25
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 22 deg. 18' W. 2487.86 m.

1-2 S. 62 deg. 58' W. 84.53 m.

2-3 N. 17 deg. 41' W. 72.21 m.
3-4 N. 63 deg. 37' E. 57.45 m.
4-5 S. 39 deg. 18' E. 72.26 m.
5-6 m.
6-7 m.
7-8 m.
8-9 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : FIVE THOUSAND AND THIRTY FIVE (5035) square meters, more or
less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-26
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 23 deg. 32' W. 2640.41 m.

1-2 N. 55 deg. 22' E. 29.79 m.

2-3 N. 71 deg. 17' E. 30.12 m.
3-4 S. 18 deg. 02' E. 66.71 m.
4-5 S. 59 deg. 18' W. 11.34 m.
5-6 S. 02 deg. 58' E. 20.28 m.
6-7 S. 63 deg. 37' W. 57.45 m.
7-8 N. 02 deg. 29' E. 18.29 m.
8-9 N. 11 deg. 32' W. 71.58 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : FIVE THOUSAND THREE HUNDRED EIGHTY SEVEN (5387) square

meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-27
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 S. 21 deg. 38' W. 2683.78 m.

1-2 S. 30 deg. 39' W. 36.79 m.

2-3 S. 23 deg. 55' E. 17.16 m.
3-4 S. 71 deg. 17' W. 30.12 m.
4-5 N. 17 deg. 01' W. 43.89 m.
5-6 N. 21 deg. 25' E. 28.69 m.
6-7 S. 74 deg. 43' E. 44.26 m.
7-8 m.
8-9 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : TWO THOUSAND TWO HUNDRED FIVE (2205) square meters, more or
less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-28
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 21 deg. 38' W. 2683.78 m.

1-2 N. 74 deg. 43' W. 44.26 m.

2-3 N. 37 deg. 26' W. 66.08 m.
3-4 N. 64 deg. 54' E. 135.97 m.
4-5 S. 42 deg. 20' E. 236.03 m.
5-6 S. 52 deg. 26' W. 91.47 m.
6-7 N. 26 deg. 36' W. 130.01 m.
7-8 S. 83 deg. 29' W. 68.88 m.
8-9 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : TWENTY-THREE THOUSAND SIX HUNDRED SIXTY SIX (23666) square

meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-29
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 21 deg. 38' W. 2683.78 m.

1-2 N. 83 deg. 29' E. 68.88 m.

2-3 S. 26 deg. 36' E. 130.01 m.
3-4 S. 52 deg. 26' E. 91.47 m.
4-5 S. 42 deg. 20' E. 170. m.
5-6 S. 50 deg. 56' W. 107.84 m.
6-7 N. 45 deg. 09' W. 28.35 m.
7-8 N. 36 deg. 35' W. 45.12 m.
8-9 N. 36 deg. 35' W. 79.71 m.
9-10 N. 77 deg. 08' W. 25.47 m.
10-11 N. 80 deg. 57' W. 66.20 m.
11-12 N. 30 deg. 03' W. 10.99 m.
12-13 S. 72 deg. 03' W. 32.63 m.
13-14 N. 18 deg. 02' W. 66.71 m.
14-15 N. 23 deg. 55' W. 17.16 m.
15-16 N. 30 deg. 39' E. 36.79 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : THIRTY THOUSAND (30000) square meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-30
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 22 deg. 18' W. 2487.86 m.

1-2 N. 39 deg. 18' W. 72.26 m.

2-3 N. 02 deg. 58' W. 20.28 m.
3-4 N. 59 deg. 18' E. 11.34 m.
4-5 N. 72 deg. 03' E. 32.65 m.
5-6 S. 30 deg. 03' E. 10.99 m.
6-7 S. 29 deg. 38' E. 63.35 m.
7-1 S. 48 deg. 18' W. 41.26 m.

Area : THREE THOUSAND NINE HUNDRED TWO (3,902) square meters, more
or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-31
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2-3 NW Lot 1176-B-30, Psd-07-033867 (AR)

3-4-5-6 NE Lot 1176-B-29, Psd-07-033867 (AR)
6-7-8 NE Lot 1176-B-32, Psd-07-033867 (AR)
8-9 SW Lot 1176-B-45, Psd-07-033867 (AR)
(Road)
9-1 SW Lot 1176-B-24, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 22 deg. 18' W. 2487.86 m.

1-2 N. 48 deg. 18' E. 41.26 m.

2-3 N. 29 deg. 98' W. 63.35 m.
3-4 S. 80 deg. 57' E. 66.20 m.
4-5 S. 77 deg. 08' E. 25.47 m.
5-6 S. 36 deg. 35' E. 79.71 m.
6-7 S. 80 deg. 54' W. 21.36 m.
7-8 S. 22 deg. 57' E. 46.13 m.
8-9 S. 70 deg. 44' W. 88.03 m.
9-1 N. 35 deg. 08' W. 88.63 m.

Area : THIRTEEN THOUSAND THREE HUNDRED SIXTY ONE (13,361) square

meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-32
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2 SW Lot 1176-B-45, Psd-07-033867 (AR)

(Road)
2-3-4 NW & NE Lot 1176-B-31, Psd-07-033867 (AR)
4-1 SE Lot 1176-B-29, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 18 deg. 58' W. 2398.36 m.

1-2 S. 72 deg. 12' W. 31.50 m.

2-3 N. 22 deg. 57' W. 46.13 m.
3-4 N. 80 deg. 54' E. 21.36 m.
4-1 S. 36 deg. 35' E. 45.12 m.

Area : ONE THOUSAND ONE HUNDRED FIFTY ONE (1,151) square meters,
more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-33
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2 NE Lot 1176-B-35, Psd-07-033867 (AR)

2-3 SE Lot 1176-B-8, Psd-07-033867 (AR)
3-4-5-6-7 NW Lot 1176-B-11, Psd-07-033867 (AR)
7-8 NW Lot 1176-B-45, Psd-07-033867 (AR)
8-9-10-1 NE Lot 1176-B-34, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 23 deg. 32' W. 2354.39 m.

1-2 S. 55 deg. 16' E. 50.66 m.

2-3 S. 35 deg. 48' W. 154.04 m.
3-4 N. 16 deg. 28' W. 24.27 m.
4-5 S. 59 deg. 30' E 9.12 m.
5-6 N. 18 deg. 20' W. 89.24 m.
6-7 N. 23 deg. 32' W. 42.81 m.
7-8 N. 69 deg. 25' E. 49.41 m.
8-9 S. 16 deg. 59' E. 39.64 m.
9-10 S. 55 deg. 01' E. 18.21 m.
10-1 N. 47 deg. 16' E. 48.50 m.

Area : ELEVEN THOUSAND SIX HUNDRED ONE (11,601) square meters, more
or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-34
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2-3-4 SE & SW Lot 1176-B-33, Psd-07-033867 (AR)

4-5 NW Lot 1176-B-45, Psd-07-033867 (AR)
(Road)
5-6-7-1 NE Lot 1176-B-35, Psd-07-033867 (AR)

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 23 deg. 32' W. 2354.39 m.

1-2 S. 47 deg. 16' W. 48.50 m.

2-3 N. 55 deg. 01' W. 18.21 m.
3-4 N. 16 deg. 59' W. 39.64 m.
4-5 N. 51 deg. 06' E. 32.41 m.
5-6 S. 31 deg. 09' E. 32.13 m.
6-7 N. 56 deg. 20' E. 11.33 m.
7-1 S. 36 deg. 40' E. 18.17 m.

Area : TWO THOUSAND TWO HUNDRED THIRTY NINE (2,239) square meters,
more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON

Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-35
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

1-2-3-4 Lot 1176-B-35, Psd-07-033867 (AR)

4-5
5-6-7
7-8
8-1

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 23 deg. 32' W. 2354.39 m.

1-2 N. 36 deg. 40' W. 18.17 m.

2-3 S. 56 deg. 20' W. 11.33 m.
3-4 N. 31 deg. 09' W. 32.13 m.
4-5 N. 74 deg. 05' E. 76.57 m.
5-6 S. 32 deg. 10' E. 64.99 m.
6-7 N. 78 deg. 41' E. 19.27 m.
7-8 S. 54 deg. 41' W. 59.55 m.
8-9 N. 55 deg. 16' W. 50.66 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : FIVE THOUSAND ONE HUNDRED FIVE (5105) square meters, more or
less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-36
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 20 deg. 50' W. 2321.00 m.

1-2 S. 77 deg. 04' W. 24.75 m.

2-3 S. 78 deg. 41' W. 19.27 m.
3-4 N. 32 deg. 10' W. 64 m.
4-5 N. 71 deg. 48' E. 95.37 m.
5-6 S. 18 deg. 30' W. 37.22 m.
6-7 S. 01 deg. 40' W. 40.20 m.
7-8 m.
8-9 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : FOUR THOUSAND THREE HUNDRED SIXTY ONE (4361) square meters,
more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-37
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 20 deg. 50' W. 2321.00 m.

1-2 N. 01 deg. 40' E. 40.20 m.

2-3 N. 18 deg. 30' E. 37.22 m.
3-4 N. 64 deg. 43' E. 34.76 m.
4-5 S. 44 deg. 50' E. 32.77 m.
5-6 S. 09 deg. 23' W. 23.62 m.
6-7 S. 09 deg. 52' E. 37.90 m.
7-8 S. 84 deg. 45' W. 70.45 m.
8-9 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : FOUR THOUSAND EIGHT HUNDRED FIFTY FOUR (4854) square meters,
more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-38
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 21 deg. 09' W. 2294.98 m.

1-2 N. 05 deg. 23' E. 29.00 m.

2-3 N. 84 deg. 45' E. 70.45 m.
3-4 S. 16 deg. 11' E. 40.78 m.
4-5 S. 17 deg. 35' W. 53.02 m.
5-6 N. 53 deg. 19' W. 18.68 m.
6-7 N. 51 deg. 21' W. 68.26 m.
7-8 m.
8-9 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : FOUR THOUSAND EIGHT HUNDRED THIRTY FIVE (4835) square meters,
more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-39
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 19 deg. 12' W. 2262.85 m.

1-2 N. 16 deg. 11' W. 40.78 m.

2-3 N. 09 deg. 52' W. 37.90 m.
3-4 N. 09 deg. 23' E. 23.62 m.
4-5 N. 50 deg. 42' E. 110.27 m.
5-6 S. 25 deg. 57' E. 142.14 m.
6-7 S. 72 deg. 36' W. 139.93 m.
7-8 m.
8-9 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : FIFTEEN THOUSAND TWENTY TWO (15022) square meters, more or

less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-40
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 19 deg. 12' W. 2262.85 m.

1-2 N. 72 deg. 36' E. 139.93 m.

2-3 S. 25 deg. 57' E. 117.11 m.
3-4 S. 56 deg. 59' W. 79.39 m.
4-5 S. 66 deg. 03' W. 63.27 m.
5-6 N. 69 deg. 53' W. 85.85 m.
6-7 N. 09 deg. 37' W. 64.41 m.
7-8 S. 53 deg. 19' E. 18.68 m.
8-9 N. 17 deg. 35' E. 53.02 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : TWENTY THREE THOUSAND NINE HUNDRED EIGHTY SEVEN (23987)

square meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-41
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 16 deg. 18' W. 1971.39 m.

1-2 N. 27 deg. 39' W. 156.01 m.

2-3 N. 56 deg. 59' E. 79.39 m.
3-4 S. 25 deg. 57' E. 130.95 m.
4-5 S. 03 deg. 46' E. 39.99 m.
5-6 S. 66 deg. 16' W. 59.12 m.
6-7 m.
7-8 m.
8-9 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : TWELVE THOUSAND ONE HUNDRED THIRTY THREE (12133) square

meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-42
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 16 deg. 18' W. 1971.39 m.

1-2 S. 69 deg. 10' W. 39.29 m.

2-3 S. 54 deg. 23' W. 31.59 m.
3-4 S. 65 deg. 58' W. 108.83 m.
4-5 S. 66 deg. 04' W. 12.18 m.
5-6 N. 09 deg. 37' W. 226.87 m.
6-7 S. 69 deg. 53' E. 85.85 m.
7-8 N. 66 deg. 03' E. 63.27 m.
8-9 S. 27 deg. 39' E. 156.01 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : TWENTY EIGHT THOUSAND FIVE HUNDRED NINETEEN (28519) square

meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-43
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 16 deg. 04' W. 1747.71 m.

1-2 S. 67 deg. 58' W. 49.64 m.

2-3 N. 15 deg. 23' W. 219.60 m.
3-4 N. 69 deg. 09' E. 39.59 m.
4-5 N. 66 deg. 17' E. 56.94 m.
5-6 S. 03 deg. 46' E. 230.61 m.
6-7 m.
7-8 m.
8-9 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : FIFTEEN THOUSAND EIGHT HUNDRED NINETY TWO (15892) square

meters, more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-44
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 18 deg. 15' W. 1953.67 m.

1-2 N. 54 deg. 06' E. 29.13 m.

2-3 S. 15 deg. 23' E. 219.60 m.
3-4 S. 67 deg. 58' W. 109.03 m.
4-5 N. 29 deg. 31' W. 95.38 m.
5-6 N. 10 deg. 31' E. 63.63 m.
6-7 N. 31 deg. 14' E. 105.25 m.
7-8 m.
8-9 m.
9-10 m.
10-11 m.
11-12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : TWENTY TWO THOUSAND TWENTY FOUR (22024) square meters, more
or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-45
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 16 deg. 16' W. 2412.67 m.

1-2 S. 18 deg. 05' E. 9.92 m.

2-3 S. 50 deg. 42' W. 110.27 m.
3-4 N. 44 deg. 50' W. 32.77 m.
4-5 S. 64 deg. 43' W. 34.76 m.
5-6 S. 71 deg. 47' W. 95.37 m.
6-7 S. 74 deg. 05' W. 76.57 m.
7-8 S. 51 deg. 06' W. 32.41 m.
8-9 S. 69 deg. 25' W. 49.41 m.
9-10 S. 66 deg. 22' W. 13.59 m.
10-11 S. 60 deg. 24' W. 26.46 m.
11-12 S. 50 deg. 53' W. 48.72 m.
12-13 S. 82 deg. 08' W. 27.24 m.
13-14 S. 78 deg. 35' W. 10.25 m.
14-15 S. 76 deg. 09' W. 47.10 m.
15-16 N. 24 deg. 55' W. 5.05 m.
16-17 N. 78 deg. 44' E. 47.87 m.
17-18 N. 81 deg. 18' E. 10.24 m.
18-19 N. 79 deg. 42' E. 27.08 m.
19-20 N. 50 deg. 49' E. 47.73 m.
20-21 N. 59 deg. 02' E. 26.88 m.
21-22 N. 66 deg. 50' E. 59.75 m.
22-1 m.

Area : FOUR THOUSAND THREE HUNDRED FOURTEEN (4314) square meters,

more or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer
 TECHNICAL DESCRIPTION

Survey Plan No. : Psd-07-033867 (AR)

Lot No. : 1176-B-46
Portion of Lot : 1176-B, Psd-07-032180 (AR)
Land Owner/Claimant : Elmer Estacion
Location : Barangay Napasuan
Municipality of Mabinay
Province of Negros Oriental
Boundaries :

Line Direction Adjoining Lots/features

Tie Point : TBA

Lot description :

Line Bearing Distance

Tie Point-1 N. 14 deg. 36' W. 1979.90 m.

1-2 S. 03 deg. 46' E. 6.38 m.

2-3 S. 66 deg. 16' W. 56.94 m.
3-4 S. 69 deg. 09' W. 39.59 m.
4-5 S. 54 deg. 06' W. 29.13 m.
5-6 S. 65 deg. 32' W. 124.82 m.
6-7 N. 09 deg. 37' W. 6.78 m.
7-8 N. 66 deg. 04' E. 12.18 m.
8-9 N. 65 deg. 58' E. 108.83 m.
9-10 N. 54 deg. 23' E. 31.59 m.
10-11 N. 69 deg. 10' E. 39.29 m.
11-12 N. 66 deg. 16' E. 59.12 m.
12-13 m.
13-14 m.
14-15 m.
15-16 m.
16-17 m.
17-18 m.
18-19 m.
19-20 m.
20-21 m.
21-22 m.
22-1 m.

Area : ONE THOUSAND FIVE HUNDRED THIRTEEN (1513) square meters, more
or less

Description of Corners : All points referred to are indicated on the

plan and marked on the ground as follows: Corner 1 by P.L.S. cyl.
conc. mons. 15x60 cm. and all corners not otherwise described are A.R.
cyl. conc. mons. 15x40 cm.

Bearings : True

Date of Original Survey : January 13, 1958

Date of Subd./Cons. Survey : April 24, 1995
Date Approved : August 10, 1995
Geodetic Engineer : Lope L. Barel

Certified True and Correct:

RALPH REX S. CARREON
Geodetic Engineer