Republic of the Philippines
HOUSE OF REPRESENTATIVES:
Quezon City, Metro Manila
Sixteenth Congress

First Regular Session

House Bit No. 4423

Introduced by HONORABLE ANDRES D. SALVACION JR.

EXPLANATORY NOTE

This bill provides for the conversion of the road stretching from Barangay Cristina to
Barangay Jubay all in the Municipality of Calubian, Province of Leyte into a national road
and appropriating funds therefor.

The maintenance and repair of barangay and municipal roads are within the
jurisdiction of the local government units. Taking into account, the meager income of the
Municipality of Calubian, it can hardly support the maintenance of the aforementioned road
hampers the growth of trade and commerce within the Third District of Leyte.

The conversion of the said road network into a national road will surely spur
economic growth and development in the area as it will ensure funding support from the
national government for its regular repair and maintenance.

In view of the foregoing, the approval of this bill is strongly recommended.

AND!  SALVACION, JR.


Republic of the Philippines
HOUSE OF REPRESENTATIVES
Quezon City, Metro Manila

Sixteenth Congress
First Regular Session

Housesi no. 4423

Introduced by HONORABLE ANDRES D. SALVACION, JR.

AN ACT CONVERTING THE ROAD STRETCHING FROM BARANGAY CRISTINA TO
BARANGAY JUBAY ALL OF THE MUNICIPALITY OF CALUBIAN, PROVINCE OF
LEYTE INTO A NATIONAL ROAD AND APPROPRIATING FUNDS THEREFOR

Be it enacted by the Senate and House of Representatives of the Philippines in Congress
assembled:

SECTION 1. The road stretching from Barangay Cristina to Barangay Jubay all of the
Municipality of Calubian, Province of Leyte as described in the technical description under
the succeeding section of this Act is hereby converted into a national road.

SECTION 2. The technical description of the road is as follows:

From the point with coordinates 11-25-59.40 N latitude and 124-26-04 E longitude
to point marked one (1) of the road, bearing N 00-25-05 E, distance 1,612.55m., the road
centerline with a typical width of 20 m., traverses to the following lines, bearings and
distances, to wit:

LINES BEARINGS DISTANCES
0-1 N 00%25'-05" E 1,612.55
1-2 N 81227'-30" W 161.00
23 N 12222'-20" E 60.80
3-4 N 01 2237-35" E 858.00
45 N03230'-20" E 87.10
56 N022217-55" E 87.10
6-7 N 00206'-25" E 65.60
78 N 0420445" W 143.20
8-9 N03 2187-05" W 71.20
9-10 N03221'-50" W 40.00

10-11 N 15231'-50" E 40.00

11-12 N 44251715" E 40.00

12-13 N 21251735" E 60.00

13-14 N 182317-10" E 40.00

14-15 N 0925815" E 60.00

15-16 N 04227-30" E 60.00

16-17 N 08 247'-30" W 20.00

17-18 N 20209'-25" W 20.00

18-19 N 14240°-50" W 89.70.

19-20 N 2220-15" W 62.70



LINES. BEARINGS DISTANCES
20-21 N 03202'-35" E 67.60
21-22 N.05255%-10" W 80.00
22-23 N 13245730" E 96.70
23-24 N 17254’-20" W 103.30
24-25 N 08228-40" W 80.00
25-26 N 14236'-10" E 116.60
26-27 N 022497-25" W. 52.20
27-28 N 16230'-05" E 57.20
28-29 N 00208’-05" E 64.00
29-30 N 20211’-00" W. 130.00
30-37 N07247"-15" W 60.00
31-32 N 13228’-00" E 160.00
32-33 N 24224'-40" E 49.00
33-34 N 12236'-55” E 146.20
34-35 N 17206'-30" E 160.00.
35-36 N11212’-10" E 140.90
36-37 N022597-15” E 53.00
37-38 N 07251'-35" E 341.00
38-39 N01219’-40" W. 229.00
39-40 N 11226’-40" W 44.00
40-41 N 202%19’-50" W. 365.70
41-42 N 3711-40" W. 116.70
42-43 N 01235715" W 134,00
43-44 N 002%34’-40" E 371.00
44-45 N03 200'-35" E 255.00
45-46 N06 %53’-10" E 125.00
46-47 N 02208’ 20" E 271.00
47-48 N 02233’-20" E 83.60
48-49 N 412.30/-05" W. 47.40
49-50 N 302%36'-45" E 88.00
50-51 N 13%44’-40" E 33.30
51-52 N07225'25" W 113.90
52-53 N 28%35’-40" W 135.80
53-54 N 48 228’-05" W 138.60
54-55. N 362%03-35" W 20.60
55-56 N 26 2297-10" W_ 186.10
56-57, N 20259'-05" W. 100.00
57-58 N 23256'-00" E 127.50
58-59 N 26205’-20" E 71.70
59-60 N 16%53'-45" E 288.30
60-61 N 18252’-10" W 151.70
61-62 N 122537-15" W. 75.80
62-63 N 29209'-55" W 64.20
63-64 N 26 2297-30" E 40.00
64-65 N 07236'-05" E 180.00
65-66 N 27225'-35" E 156.80
66-67 N 43207'-55" E 159.70



LINES. BEARINGS DISTANCES
67-68 N 31204"-45" E 63.50
68-69 N 10225’-40" E 240.00
69-70 'N 07243’-40" E 200.00
70-71 N02209'-55" E 116.20
71-72 N02 209-55" W. 103.80
72-73 N 152597-35" W 140.00
73-74 N31202’-25" W 154.00
74-75. N33 248’-40" W. 106.00
75-76 N 27242'-30" W 100.00
76-77 N32%54'-45" W 100.00
77-78 N45 250'-30" W. 171.40
78-79 N 5021005" W. 221.90
79-80 N 48%38'-15" W. 340.70
80-81 N 49207°-55" W 251.00
81-82 N 5121-30" W. 181.00
82-83 N71%48'-40" W 244.00
83-84 N 742%56'-00" W 140.00
84-85 N412117-25" E 126.00
85-86 N 48%50’-05" E 106.50
86-87 N 64205'-15" E 77.50
87-88 N 80208"-10"E 105.00
88-89 N 73%50'-25" E 254.50
89-90 N71%29'-20" E 217.90
90-91 N63%24'-25" E 204.30.
91-92 N 66 245'-25" E 13.36
92-93 N 302-47'-50" E 119.00.
93-94 N 26%45'-50" E 119.00.
94-95 N 42246'-55" E 109.90
95-96 N 32%58'-10" E 87.00
96-97 N 19243’-20" E 32.40
97-98 N 2724-40" E 46.00
98-99 N 46232’-50" E 67.00
99-100 N 66 258"-55" E 63.00
100-107 N 45204’-00" E 100.00
101-102 N 58200"-15" E 40.00
102-103 N 54230"-10" E 148.00
103-104 N 39227'-05" E 392.00
104-105 N 34256"-10" E 156.00
105-106 N 39%16’-25" E 89.18
106-107 N 20224'-40" E 35.50
107-108 N 51210'-50" E 163.80
108-109 N 60239'-45" E 178.00
109-110 N71245'-55" E 150.30
110-111 N 84251755" E 89.70
111-112 N 75202’-05" E 100.00
112-113 N 55240'-40" E 64.70
113-114 N 34204712" E 837.50



LINES: BEARINGS DISTANCES
114-115 N 3421955" E 285.30
115-116 N 36242’ 30” E 270.12
116-117 IN 55210/-20" W. 118.15
117-118 N 63203'-45" W_ 70.65
118-119 N 49 203-15” W. 96.60
119-120 IN 39240"-15" W. 79.60
120-121 N 12245/-10" W. 134.00
121-122 N 352%31'-50" W_ 220.00
122-123 N 642457-15" E 91.60
123-124 N 74229'-15" E 98.40
124-125 N 79%57'-50" E 270.00
125-126 N 48252'-40" E 72.20
126-127 N35232'-55" E 172.80
127-128 N 47229'-20" E 40.00
128-129 N 57204’-00" E 160.00
129-130. N60233’-50" E 146.50
130-131 N 57243'-05" E 270.80,
131-132 N57231’-00" E 155.70
132-133 N 362037-45" E 92.00
133-134 N 24249'-45" E 103.00
134-135 N07 258'-35" W 112.00
135-136 N 07258'-35" W_ 112.00
136-137 N 20235'-20" E 133.00
137-138 N 12253’-05" W 74.00
138-139 N 25255755" W 271.00
139-140. N 46224’-50" W 48.50
140-141 N 70207’-10" W. 200.00
141-142 N79244’-00" W_ 225.60
142-143 N 572-26'-15" W. 276.00
143-144 N 43255’-00" W. 108.40
144-145 N 25248’-05" W. 11.60
145-146 N 47%36/-30" W. 345.00
146-147. N45214’-40" W. 242.40
147-148 N38 230-30" W. 181.70
148-149 N43 206-55" W. 311.40
149-150. NN 57224’-55" W 354.10
150-151 NN 44210'-20" W 139.50
151-152 NN 35%27'-50" W 212.40
152-153 N 48 253-45" W. 41.30
153-154 N 53%09'-40" W_ 1,406.30
154-155 IN 55219'-55" W. 32.40
155-156 IN 26%27’-40" W. 414.30
156-157 N 12240’-20" E 45.70
157-158 N 402057-55" E 89.90
158-159 N 13255'-50" E 132.90
159-160 N 24220'-40" W 285.70,
160-161 N 36 %59/-05" W 222.70



LINES. BEARINGS DISTANCES
161-162 N 59257'-00" W 201.80
162-163 N 53257700" W. 37.30
163-164 N 762347-45" W. 26.70

SECTION 3. The Secretary of Public Works and Highways shall include in the
Department’s program the improvement, repair and maintenance of the said road, the
funding of which shall be included in the annual General Appropriations Act.

SECTION 4. This Act shall take effect fifteen (15) days after its publication in the

Official Gazette or in at least two (2) newspapers of general circulation.

Approved,