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LEGEND: NEW PCCP STRAIGHT LINE DIAGRAM ROAD UPGRADING (UNPAVED TO PAVED) BASED ON GRAVEL ROAD STRATEGIES, TRAFFIC BENCHMARK FOR UPGRADING TO PAVED ROAD STANDARDS (HDM - 4 PROJECT ANALYSIS) (INTERMITTENT SECTIONS) 2. 6(&21'$5< 52$'6 % 7$/$%$ ± 6800,7 ± 3$1$21 5' ± . ± . .2 ± .2 KO179+426 - KO179+864.93 (AS PER PROGRAM) KO179+895.25 - KO180+051.86 EXISTING PCCP BEGINNING OF PROJECT K0 179 + 426 K0 180 + 200 K0 180 + 400 K0 180 + 600 K0 181 + 000 K0 180 + 000 K0 180 + 800 K0 179 + 200 K0 179 + 400 K0 179 + 600 K0 180 + 000 K0 179 + 000 K0 179 + 800 END OF PROJECT K0 179 + 864.93 BEGINNING OF PROJECT K0 179 + 895.25 END OF PROJECT K0 180 + 051.86 L = 438.93 l.m. L = 104.75 l.m. L = 51.86 l.m. PREPARED BY: NOEL N. GOB PROJECT ENGINEER

14 DL 0070 Straight Line

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Page 1: 14 DL 0070 Straight Line

LEGEND:

NEW PCCP

STRAIGHT LINE DIAGRAM

ROAD UPGRADING (UNPAVED TO PAVED) BASED ON

GRAVEL ROAD STRATEGIES, TRAFFIC BENCHMARK FOR

UPGRADING TO PAVED ROAD STANDARDS (HDM - 4

PROJECT ANALYSIS) (INTERMITTENT SECTIONS) 2.

SECONDARY ROADS B. TALABA – SUMMIT – PANAON RD

– K0179+426 – K0179+867, KO179+897 – KO180+072

KO179+426 - KO179+864.93 (AS PER PROGRAM)

KO179+895.25 - KO180+051.86

EXISTING PCCP

BEGINNING OF PROJECT

K0 179 + 426

K0 180 + 200 K0 180 + 400

K0 180 + 600

K0 181 + 000

K0 180 + 000

K0 180 + 800

K0 179 + 200 K0 179 + 400

K0 179 + 600

K0 180 + 000

K0 179 + 000

K0 179 + 800

END OF PROJECT

K0 179 + 864.93

BEGINNING OF PROJECT

K0 179 + 895.25

END OF PROJECT

K0 180 + 051.86

L = 438.93 l.m. L = 104.75 l.m.

L = 51.86 l.m.

PREPARED BY:

NOEL N. GOB

PROJECT ENGINEER