55.00 55.

00
QUANTITIES CL QUANTITIES CL
ITEM AREA ITEM AREA

103(1)a 6.43 103(1)a 2.83

50.997 50.997 50.997 50.997
5.600 4.000 5.600
405(1)a3 1.25 4.000 405(1)a3 1.25

508(1) 2.39 508(1) 4.50

TOP OF REVETMENT @ ELEV. 50.997 m TOP OF REVETMENT @ ELEV. 50.997 m

CORN FIELD CORN FIELD

HIGHEST FLOOD LEVEL @ ELEV. 49.997 m 50.00 HIGHEST FLOOD LEVEL @ ELEV. 49.997 m 50.00
UPBK
48.818 UPBK
47.977
48.053 2.100 FOR STONE MASONRY 48.170 2.490 FOR STONE MASONRY
0.092 -0.026 49.276
6.161
49.418 ZOC. EXCAV. = 0.24 sq.m. LBK ZOC. EXCAV. = 0.24 sq.m.
48.776
LBK 6.090 ITEM 506(1) = 0.69 sq.m. 5.000 ITEM 506(1) = 0.75 sq.m.
PRESENT WATER SURFACE LEVEL @ ELEV. 47.615 m. PRESENT WATER SURFACE LEVEL @ ELEV. 47.615 m.
TOP OF PILE CAP @ ELEV. 47.447 m. TOP OF PILE CAP @ ELEV. 47.447 m.
WE WE
48.185
WE 3.153
CWW
CWW
46.785 46.785 46.785
46.785 1.359 2.859
2.859
1.359
45.00 45.00

0 + 600.00 0 + 660.00
ORIGINAL GROUND 48.018 m ORIGINAL GROUND 48.176 m
DESIGN GRADE 50.997 m 40.00 DESIGN GRADE 50.997 m 40.00
-15.00 -10.00 -5.00 0.00 5.00 10.00 15.00 -15.00 -10.00 -5.00 0.00 5.00 10.00 15.00

55.00 55.00
QUANTITIES CL QUANTITIES CL CL
NEW
ITEM AREA ITEM AREA
50.997 50.997
103(1)a 0.68 -1.000 0.600 103(1)a 1.57 50.997 50.997
4.000 5.600
405(1)a3 1.25 405(1)a3 1.25

508(1) 6.10 508(1) 6.70

TOP OF REVETMENT @ ELEV. 50.997 m TOP OF REVETMENT @ ELEV. 50.997 m

CORN FIELD
HIGHEST FLOOD LEVEL @ ELEV. 49.997 m 50.00 HIGHEST FLOOD LEVEL @ ELEV. 49.997 m UPBK 50.00
CORN FIELD

UPBK FOR STONE MASONRY FOR STONE MASONRY

49.563 49.362
-0.200 48.963 ZOC. EXCAV. = 0.24 sq.m. 6.418
ZOC. EXCAV. = 0.19 sq.m.
1.317
ITEM 506(1) = 0.85 sq.m. ITEM 506(1) = 0.92 sq.m.
LBK LBK
PRESENT WATER SURFACE LEVEL @ ELEV. 47.615 m. PRESENT WATER SURFACE LEVEL @ ELEV. 47.615 m.
TOP OF PILE CAP @ ELEV. 47.447 m. WE TOP OF PILE CAP @ ELEV. 47.447 m.
46.975 WE
WE -3.830 47.763
-0.200 47.473
47.426
-2.141 0.671 47.839
CWW 4.200
CWW
46.785 46.785 46.785 46.785
-3.641 -2.141 1.359 2.859
45.00 45.00

0 + 580.00 0 + 640.00
ORIGINAL GROUND 49.563 m ORIGINAL GROUND 47.339 m
DESIGN GRADE 50.997 m 40.00 DESIGN GRADE 50.997 m 40.00
-15.00 -10.00 -5.00 0.00 5.00 10.00 15.00 -15.00 -10.00 -5.00 0.00 5.00 10.00 15.00

55.00 55.00
QUANTITIES CL QUANTITIES CL
ITEM AREA ITEM AREA
50.997 50.997
103(1)a - -1.000 0.600 103(1)a 1.31
50.997 50.997
4.000 5.600
405(1)a3 1.25 405(1)a3 1.25

508(1) 4.95 508(1) 7.05

TOP OF REVETMENT @ ELEV. 50.997 m TOP OF REVETMENT @ ELEV. 50.997 m 49.858
6.169

HIGHEST FLOOD LEVEL @ ELEV. 49.997 m

CORN FIELD
50.00 HIGHEST FLOOD LEVEL @ ELEV. 49.997 m
UPBK 50.00
CORN FIELD

UPBK
FOR STONE MASONRY FOR STONE MASONRY
49.506
-0.400 48.906 ZOC. EXCAV. = 0.24 sq.m. 48.797 ZOC. EXCAV. = 0.37 sq.m.
1.345 6.400
ITEM 506(1) = 0.87 sq.m. ITEM 506(1)= 0.91 sq.m.
48.571
PRESENT WATER SURFACE LEVEL @ ELEV. 47.615 m. PRESENT WATER SURFACE LEVEL @ ELEV. 47.615 m. 6.000
TOP OF PILE CAP @ ELEV. 47.447 m. TOP OF PILE CAP @ ELEV. 47.447 m.

WE LBK
CWW 47.562
47.419 2.859
WW WE 0.725
46.785
46.606 1.359 46.785
CWW -2.300 2.859
45.00 45.00

0 + 560.00 0 + 620.00
ORIGINAL GROUND 49.506 m ORIGINAL GROUND 47.371 m
DESIGN GRADE 50.997 m 40.00 DESIGN GRADE 50.997 m 40.00
-15.00 -10.00 -5.00 0.00 5.00 10.00 15.00 -15.00 -10.00 -5.00 0.00 5.00 10.00 15.00

REPUBLIC OF THE PHILIPPINES

PROJECT TITLE: SHEET CONTENTS: DESIGNED: CHECKED & REVIEWED BY: RECOMMENDING APPROVAL: APPROVED: SET NO. SHEET NO:
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS PLANS FOR THE DETAILED CROSS SECTION
REGION XIII CONSTRUCTION OF FLOOD MITIGATION STRUCTURE
OFFICE OF THE DISTRICT ENGINEER
AND DRAINAGE SYSTEM ALONG SURIGAO RIVER C 8
Brgy. Quezon, Surigao City, Surigao del Norte NESAH B. DAPAR GINA P. SORIANO EMMANUEL J. CABANOS HENRY CRUZ J. MARAPAO
SURIGAO DEL NORTE 1ST ENGINEERING DISTRICT FC2 11
SURIGAO CITY SOURCE OF FUND: REGULAR INFRA CY 2018
ENGINEER II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
APPROPRIATION: Php 70,000,000.00
1ST DISTRICT PLANNING AND DESIGN SECTION