Rehabilitation/Improvement of Maria-Basac- Larena Road Leading to Larena Roro Port

Republic of the Philippines DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS SIQUIJOR DISTRICT ENGINEERING OFFICE REGIONAL OFFICE VII Larena, Siquijor

REHABILITATION/IMPROVEMENT OF MARIA-BASAC- LARENA ROAD LEADING TO LARENA RORO PORT,

LARENA, SIQUIJOR www.CutePDF.com

(Maria, Siquijor : Sta. 0+020 - Sta. 0+240 )

PROJECT LENGTH = 220 m TOTAL PCCP LENGTH = 348.60 m SOURCE OF FUNDS = 01101101 - REGULAR AGENCY FUND - GENERAL FUND - NEW GENERAL APPROPRIATIONS - SPECIFIC BUDGETS OF SHOULDER WIDTH = 1.50m NATIONAL GOVERNMENT AGENCY PAVED SHOULDER THICKNESS = 150mm PCCP

SIQUIJOR DISTRICT ENGINEERING OFFICE REHABILITATION/IMPROVEMENT OF MARIA - BASAC - EPHEGEN D. TIGMO 1 REGIONAL OFFICE VII LARENA ROAD LEADING TO LARENA RORO PORT, Draftsman II CHRISTIAN GEORGE B. PAL-ING Larena, Siquijor TITLE PAGE NORMAN C. CARPIO ELVIS G. CALUNOD LARENA, SIQUIJOR Checked: 11 JANETHRIZ B. ASO Chief, Planning & Design Section Asst. District Engineer OIC - District Engineer Engineer II PDF processed with CutePDF evaluation edition Luzon Strait

South China Sea Luzon Philippine Sea

START OF PROJECT STA. 0 + 020.00

JUNCTION TO PAVE

JUNCTION TO PAVE Mindoro

JUNCTION TO PAVE THIS SITE

JUNCTION TO PAVE Samar REGION VII Panay Leyte

JUNCTION TO PAVE Cebu Palawan Negros JUNCTION TOPAVE

JUNCTION TO PAVE Bohol Sulu Sea

Mindanao

END OF PROJECT STA. 0 + 240

K E Y M A P

L O C A T I O N P L A N NOT TO SCALE

Cebu

Bohol

Negros Oriental PROJECT LENGTH DATA I N D E X O F S H E E T S L I M I T S LENGTH REMARKS THIS SITE SHEET NO. SHEET CONTENTS PAVED SHOULDER,CURB & STA. 0 + 020.00 TO STA. 0 +0+40.00 20.00 m Siquijor GUTTER, SIDEWALK (L/S) 1 TITLE PAGE REGION VII MAP PAVED SHOULDER (L/S) LOCATION PLAN, PROJECT LENGTH DATA, INDEX OF SHEETS, STA. 0 + 054.00 TO STA. 0 + 113.30 59.30 m 2 KEY MAP, LOCATION MAP & VICINITY MAP L O C A T I O N M A P STA. 0 + 120.30 TO STA. 0 +204.60 84.30 m PAVED SHOULDER (L/S) 3 SUMMARY OF QUANTITIES STA. 0 + 212.60 TO STA. 0 + 240.00 27.40 m PAVED SHOULDER (L/S)

4 GENERAL NOTES Bitaug

Sandugan STA. 0 + 020.00 TO STA. 0 + 058.00 38.00 m PAVED SHOULDER (R/S) Lomangcapan 5 Cangmalalag TYPICAL ROADWAY SECTIONS Cabulihan

Poblacion ENRIQUE VILLANUEVA Taculing Ponong

Bino-ongan 6 PRE CAST CONCRETE CURB AND GUTTER DETAILS PAVED SHOULDER (R/S, Manan-ao Canlambo Bolot

STA. 0 + 058.00 TO STA. 0 + 070.00 12.00 m Balolang Camogao max. width of 1.50 - varies) Bagacay Balolong 7 TOPOGRAPHIC PLAN Parian Libo LARENA Helen (Datag) THIS SITE North South Poblacion Olave Poblacion 8 PLAN AND PROFILE STA. 0 + 070.00 TO STA. 0 + 113.30 43.30 m PAVED SHOULDER (R/S) Cangbagsa Bontod Nonoc Cangmangki

Sabang Canlasog

Bintangan Cang-allas Sabang 9-10 DETAILED CROSS SECTIONS Luyang Lotloton PAVED SHOULDER (R/S) Bogo STA. 0 + 120.30 TO STA. 0 + 204.60 84.30 Banban Calunasan Olo Tacloban

Tongo SIQUIJOR Candanay Sur Candanay Norte Basac Pangi Lico-an Cang-alwang Pili Candigum Poblacion 11 Olang STRAIGHT LINE DIAGRAM Tinago Caticugan Calalinan Canal Tacdog Dumanhog Bonga Panlautan Catamboan Pasihagon Cang-agong Cabal-asan Pulangyuta Ibabao Canghunoghunog Cang-apa Caipilan Poblacion Norte Caitican Lambohon Tambisan Cang-inte Bolos Pisong B Pisong A Poblacion Sur MARIA Cang-adieng Bandilaan

Tambisan Songculan Looc San Antonio

Paliton Cangmohao Calunasan Cantabon Cantaroc A

Solangon Canasagan Cantaroc B

Candura Sawang Lala-o Cantugbas

Candaping A Cansayang Tebjong Poblacion Cangomantong Candaping B Capalasanan

Luzong Maite

SAN JUAN Logucan

Nabutay Tubod Napo Cangmatnog Ponong Poo Tagmanocan

Cangclaran Cang-atuyom Kimba Liloan

Saguing Tag-ibo Kinamandagan PAVED SHOULDER WIDTH = 1.50 m Cang-asa Nagerong SCHEDULE OF PAVED JUNCTION (230mm THK.) Tigbawan(Pob.) Ytaya Catulayan

Minalulan Tignao Catamboan(Pob.) JUNCTION STATION LENGTH WIDTH 1 WIDTH 2 AREA Simacolong Timbaon PAVED SHOULDER THICKNESS = 150 mm Upper Cabangcalan LAZI Gabayan LEFT 0+040 - 0+055 5 15 11 65 Cangmunag Campalanas Talayong

Lower Cabangcalan

V I C I N I T Y M A P

Designed: Project Title and Location Submitted: Recommending Approval: Approved: Set No. Sht No. Sheet Contents: ANTHONY BRIANNE S. DANDOY Republic of the Philippines Engineer II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS LOCATION PLAN, Drawn: SIQUIJOR DISTRICT ENGINEERING OFFICE REHABILITATION/IMPROVEMENT OF MARIA - BASAC - PROJECT LENGTH DATA, EPHEGEN D. TIGMO 2 REGIONAL OFFICE VII LARENA ROAD LEADING TO LARENA RORO PORT, INDEX OF SHEET, KEY MAP, Draftsman II CHRISTIAN GEORGE B. PAL-ING Larena, Siquijor NORMAN C. CARPIO ELVIS G. CALUNOD LARENA, SIQUIJOR LOCATION MAP AND Checked: 11 VICINITY MAP JANETHRIZ B. ASO Chief, Planning & Design Section Asst. District Engineer OIC - District Engineer Engineer II SUMMARY OF QUANTITIES

ITEM NO. DESCRIPTION QUANTITY UNIT

PART A : OTHER GENERAL REQUIMENTS

B.3 Permits and Clearances 1.00 L.S.

B.5 Project Billboard / Signboard 2.00 Each

B.7 Occupational Safety and Health Program 1.13 Month

B.8 Traffic Management 1.13 Month

B.9 Mobilization/Demobilization 1.00 L.S.

PART B : EARTHWORKS

101(1) Removal of Structures and Obstruction 1.00 L.S.

102(2)a Surplus Common Excavation 104.58 Cubic Meter

103(1)a Structure Excavation (Common Soil) 0.00 Cubic Meter

PART C : SUBBASE AND BASE COURSE

200(1) Aggregate Subbase Course 39.15 Cubic Meter

PART D : SURFACE COURSES

311(1)a Portland Cement Concrete Pavement (Unreinforced) 0.15m thk, 14 days 602.90 Square Meter

311(1)c1 Portland Cement Concrete Pavement (Unreinforced) 0.23m thk, 14 days 65.00 Square Meter

404(1)a Reinforcing Steel (Grade 40) 341.00 Kilogram

405(1)a2 Structural Concrete (20.68 Mpa, Class A) 2.68 Cubic Meter

PART E : MISCELLANEOUS STRUCTURES

600(7) Curb and Gutter (Precast) 40.00 pieces

Designed: Project Title and Location Submitted: Recommending Approval: Approved: Set No. Sht No. Sheet Contents: ANTHONY BRIANNE S. DANDOY Republic of the Philippines Engineer II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Drawn: SIQUIJOR DISTRICT ENGINEERING OFFICE REHABILITATION/IMPROVEMENT OF MARIA - BASAC - EPHEGEN D. TIGMO 3 REGIONAL OFFICE VII LARENA ROAD LEADING TO LARENA RORO PORT, SUMMARY OF QUANTITIES Draftsman II CHRISTIAN GEORGE B. PAL-ING Larena, Siquijor NORMAN C. CARPIO ELVIS G. CALUNOD LARENA, SIQUIJOR Checked: 11 JANETHRIZ B. ASO Chief, Planning & Design Section Asst. District Engineer OIC - District Engineer Engineer II GENERAL NOTES

1. Alignment and grades are subject to adjustment to suit existing field conditions. 2. Distances and elevations are in meters unless indicated otherwise. 3. Grades shown are top of finished pavement. 19. The necessary drawings contained are the DPWH Standard Drawings for Roads and Bridges shall be utilized 4. All works shall comply with the Standard Specifications for Highways and Bridges, Revised 2013. for the project unless otherwise a more detailed drawing is specified and/or provided and approved. 5. All fences, building structures or encumbrance of any character upon or with the limits of - Cut/Fill slopes stake will depend upon the stability of material. Right-of-Ways or project site affected by works shall be removed by the contractor and placed - The thickness of the pavement structure was based on the design of the existing pavements. carefully on the abutting property or otherwise disposed of as indicated in the plans, materials 20. The furnishing, hauling and setting of live wood posts on right-of-way lines shall be considered as subsidiary to removed, including any existing drain or culvert pipes which the engineer may order salvaged work pertaining to other contract items. The cost of performance thereof shall be considered to be included shall be carefully removed and shall remain the property of the government. in the contract unit price bid for those items. 6. Where no detour are available, traffic shall be handled in accordance with the provisions of Part F 21. Design was based on survey data submitted by the Survey and Investigation Section, Planning and Design (Section 38 A) of the Requirements and Conditions of Contract. Section, DPWH, SIQUIJOR. 7. Where clearing and grubbing is indicated in the plans or directed by the engineer, the area to be 22. Use of steel form is mandatory. paid shall be the roadway are extended 1.0 meter beyond the rounding of the cut slopes. In 23. Widening should be applied on the inner side of the curve and attained linearly along the required cases where said area extends beyond the normal right-of-way (30.00meters). Clearing and superelevation run-off or along spiral transition. grubbing shall be confined only within the limits of the acquired right-of-way. All measurements 24. On cut sections, actual sub-grade CBR shall be determined at the sufficient intervals after excavation to for the area shall be horizontal measurement. Any other clearing and grubbing that may done sub-grade level, such that pavement thickness shall be adjusted to suit the actual CBR determined during shall be considered as subsidiary works pertaining to the other contract items. The cost of implementation. performance thereof shall be considered to be included in the unit price bid for those items. 25. Cut sections subject to reinvestigation during implementation. 8. When directed by the engineer or shown on the plans, unsuitable sub-grade materials shall be 26. All Existing cross drainage structures including those for extension shall be thoroughly checked to its excavated below ground surface to the required width and depth, the area to excavated shall be strength/stability during implementation such that correction can be made prior to paving of Item 311. backfilled with approved materials. No embankment materials shall be placed until foundation 27. This Plan will serve only as a guide in the implementation particularly in the Pre-construction stage. It is also is suitable. Excavation shall be paid for under "Item 102 - Excavation" and materials shall be subjected to an "As-staked" survey to be conducted jointly by the Implementing Office and the Contractor paid for under "Item 104 - Embankment". and subsequent plan be prepared and submitted for approval. 9. Adobe stones, rock ledges/or boulders shall be excavated below the bottom of the selected 28. Date Survey: February 2017 Borrow Base Course to the width of the roadway and for the depth of 0.15meter beyond and the excavated materials shall be removed as directed. 10. Materials used for backfilling rock undercuts shall be selected conforming to the requirements PAVEMENT DESIGN PARAMETERS A B B R E V I A T I O N S of "Item 200 - Aggregate Sub-base Course of the Standard Specifications for Highways and AZI = AZIMUTH DESIGN REQUIREMENTS BS = BEGINNING OF SUPERELEVATION ITEM BM = BENCH MARK Bridges revised 2004. Rock fragment may be used in backfilling rock undercuts. The Performance Period 20 years (for PCCP) BVCS = BEGINNING OF VERTICAL CURVE STATION Design Traffic : ESAL BVCE = BEGINNING OF VERTICAL CURVE ELEVATION 11. At the direction of the engineer, excess materials from "Item 102 - Excavation" and CL= CENTER LINE Design Reliability : R 80% cm = CENTIMETERS incorporated into the roadway, in excess of the free haul distance shall be paid for under Standard Deviation : So 0.3500 E = EXTERNAL DISTANCE D = DEGREE OF CURVE Design Serviceability : Ʃ DIST = DISTANCE "Item 104 (1) - Embankment. PCCP Modulus of Rapture : Sc ELEV = ELEVATION 12. Unsuitable materials excavated and other excess excavations (waste) shall be disposed of or PCCP Modulus of Elasticity : Ec FIN = FINISHED Subgrade Design : CBR g = GRADE LINE I = INTERSECTION ANGLE used for the filling of low places within the free haul limits at the direction of the engineer. No Effective Roadbed Resilient Modulus : Mr I.E. = INVERT ELEVATION @ CENTER LINE OF ROAD Subbase Thickness 200 mm I.I.E. = INLET INVERT ELEVATION direct payment shall be made for this work as the cost of performance thereof is considered Effective Modulus at Subgrade Reaction: K(pci.) KM = KILOMETER Drainage Coefficient : Cd L = LENGTH to be included in the unit price bid for "Item 102(1) - Unsuitable Excavation. 1.0000 Lc, Lv, Vc = LENGTH OF CURVE Load Transfer Coefficient : J m = METER 13. Cut in the earth shall be rolled as directed under "Item 105 - Sub-grade Preparation" of the the Loss of Support: Ls' MAX = MAXIMUM KCORRECTED MIN = MINIMUM Design Slab Thickness, D= , Adopt D= 280 mm M.O. = MIDDLE ORDINATE Standard Specifications for Highways and Bridges revised 2013. No direct payment shall be mm = MILLIMETER N = NORTH made for this work and shall considered as subsidiary work pertaining to other contract items. NC = NORMAL CROWN NO. = NUMBER 14. All embankments shall be constructed in accordance with the requirement of "Item 104 - PCCP = PORTLAND CEMENT CONCRETE PAVEMENT Embankment" of the Standard Specifications for Highways and Bridges revised 2013. 15. Cut Slopes except in rocks and all fill slopes shall be rounded at the tops and bottom at intersections of cut and fill slopes shall be adjusted and warp to flow into each or into natural surface without noticeable break. S Y M B O L S 16. Watering and compacting of all fillings materials shall be considered as subsidiary works pertaining to other NORTH SIGN contract items. The cost of performance thereof shall be considered to be included in the contract unit price BENCH MARK bid for those items. POINT OF INTERSECTION 17. Approaches and road connections shall be constructed by the contractor as shown in the in the plans or as CULVERT directed by the engineer in such manner as to ensure proper connections of the riding surfaces. POINT ON TANGENT POINT OF VERTICAL INTERSECTION 18. The contractor shall continuously keep the road undergoing improvement and the section detours in such REFERENCE TO NOTE condition satisfactory to the Engineer that traffic will be accomodated during the entire contract period PIPE CULVERT W/ BREAKFLOW INLET without any inconvenience to the traveling public in accordance with the article 38 part 7 of the Requirements PIPE CULVERT W/ CATCHBASIN INLET and Conditions of contract. The contractor shall bear all expenses of constructing if necessary and maintaining EARTH DITCH such road detour, approaches, intersections and any accessory features including run-around temporary CENTER LINE bridges without direct compensation.

Designed: Project Title and Location Submitted: Recommending Approval: Approved: Set No. Sht No. Sheet Contents: ANTHONY BRIANNE S. DANDOY Republic of the Philippines Engineer II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Drawn: SIQUIJOR DISTRICT ENGINEERING OFFICE REHABILITATION/IMPROVEMENT OF MARIA - BASAC - EPHEGEN D. TIGMO 4 REGIONAL OFFICE VII LARENA ROAD LEADING TO LARENA RORO PORT, GENERAL NOTES Draftsman II CHRISTIAN GEORGE B. PAL-ING Larena, Siquijor NORMAN C. CARPIO ELVIS G. CALUNOD LARENA, SIQUIJOR Checked: 11 JANETHRIZ B. ASO Chief, Planning & Design Section Asst. District Engineer OIC - District Engineer Engineer II TYPICAL ROADWAY SECTIONS NTS

ȭ 1500 3050 3050 1500 SHOULDER CARRIAGEWAY SHOULDER

150 150 1.5:1

2:1 2:1 1.5:1 Item 311(1)b - PAVED SHOULDER/JUNCTION - PCCP, 150mm Thick Item 311(1)a - PORTLAND CEMENT CONCRETE PAVEMENT, 230mm Thick Item 200 - AGGREGATE SUBBASE COURSE, 200mm Thick)

PAVED SHOULDER SECTION

0.30 PP[#2& PLAIN DOWEL BARS 0.30 LINE SHOWING TRANSVERSE CONSTRUCTION DEFORMED TIE BARS JOINT AT LOCATION OF WEAKENED PLANE JOINT. LONGITUDINAL JOINT PP[# 0.30 TRANSVERSE CONSTRUCTION JOINT

SECTION 1 0.30

* * * * * * * * * * 375 750 750 750 750 750 375 375 750 750 750 750 750 375 0.30 WEAKENED PLANE JOINT 0.30

WIDTH AS SHOWN ON PLANS

LANE SHOWING TRANSVERSE CONSTRUCTION JOINT AT THE MIDDLE THIRD OF NORMAL JOINT INTERVAL.

4500 4500 1500 NOTE: MINIMUM TRANSVERSE CONSTRUCTION ( CONTACT ) JOINT SHALL BE PROVIDED AT THE END OF ANY RUN WHERE LAYING OF CONCRETE HAS BEEN STOPPED FOR THIRTY ( 30 ) MINUTES OR LONGER. TYPICAL PLAN OF A TWO LANE PAVEMENT TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR AT LOCATION OF WEAKENED NTS PLANE JOINTS SHOULD BE BUTT JOINTS WITH DOWELS IF THE JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKENED JOINT INTERVAL ( 1.50 m TO 3.00 m. ) IT SHOULD BE KEYED JOINTS WITH TIE BARS. * SPACING VARIES DEPENDING ON THE DISTANCE OF PAVEMENT TO CLOSET FREE EDGE.

Designed: Project Title and Location Submitted: Recommending Approval: Approved: Set No. Sht No. Sheet Contents: ANTHONY BRIANNE S. DANDOY Republic of the Philippines Engineer II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Drawn: SIQUIJOR DISTRICT ENGINEERING OFFICE REHABILITATION/IMPROVEMENT OF MARIA - BASAC - EPHEGEN D. TIGMO 5 REGIONAL OFFICE VII LARENA ROAD LEADING TO LARENA RORO PORT, TYPICAL ROADWAY SECTIONS Draftsman II CHRISTIAN GEORGE B. PAL-ING Larena, Siquijor TYPICAL PLAN OF A TWO LANE PAVEMENT NORMAN C. CARPIO ELVIS G. CALUNOD LARENA, SIQUIJOR Checked: 11 JANETHRIZ B. ASO Chief, Planning & Design Section Asst. District Engineer OIC - District Engineer Engineer II 0.16

0.50 Granular Bedding 50mm Thk. 10mm Preformed Joint Filler SIDEWALK LEVEL 1.5% Slope 0.21 CONC. 0.36 CONC. GUTTER CURB 0.15 CONCRETE / ASPHALT PAVEMENT

TYPICAL SECTION 0.16 0.17 0.30 8% 0.50 0.67 0.50 CONCRETE GUTTER

ISOMETRIC 0.50 0.21 0.17 CONCRETE CURB CONCRETE CURB 0.50 CONCRETE GUTTER

8% Slope 0.15 0.21 0.21 0.10 0.30 0.10 0.36 0.15

0.15 REAR ELEV. OF GUTTER 0.67 0.10 0.30 0.10

CONCRETE CURB & GUTTER DETAILS REAR ELEV. OF CURB NOTES:

1. MATERIALS AND CONSTRUCTION REQUIREMENTS SHALL CONFORM TO DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES 2004. *( SEE NOTE No. 4 & 5) *( SEE NOTE No. 4 & 5) 2. USE OF MONOFILAMENT POLYPROPYLENE SYNTHETIC FIBERS " D " " D " ( D.O. 95, SERIES 2005 ) AS ADDITIVE TO CONCRETE MIX.

CONCRETE CURB 3. CONCRETE CURB AND GUTTER SHALL BE CONSIDERED IN THE CONCRETE SIDEWALK DESIGN OF PAVED ROADS IF THE FUNCTION IS TO FACILITATE THE CHANNELLING OF SURFACE WATER RUN-OFF THUS PREVENTING THE EROSION OF SHOULDERS AND SLOPE. CURB INLET CONCRETE GUTTER 4. MINIMUM CURB INLET INTERVAL ("D") 10.0 METERS IN FLOODED AREAS. TYPICAL LAYOUT OF CONCRETE CURB AND GUTTER 5. MINIMUM CURB INLET INTERVAL ("D") 20.0 METERS IN OTHER WITH CURB INLET AREAS.

SCALE 1:100

Designed: Project Title and Location Submitted: Recommending Approval: Approved: Set No. Sht No. Sheet Contents: ANTHONY BRIANNE S. DANDOY Republic of the Philippines Engineer II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Drawn: SIQUIJOR DISTRICT ENGINEERING OFFICE REHABILITATION/IMPROVEMENT OF MARIA - BASAC - EPHEGEN D. TIGMO 6 REGIONAL OFFICE VII LARENA ROAD LEADING TO LARENA RORO PORT, PRE CAST CONCRETE CURB AND GUTTER DETAILS Draftsman II CHRISTIAN GEORGE B. PAL-ING Larena, Siquijor NORMAN C. CARPIO ELVIS G. CALUNOD LARENA, SIQUIJOR Checked: 11 JANETHRIZ B. ASO Chief, Planning & Design Section Asst. District Engineer OIC - District Engineer Engineer II REFERENCE POINT B E N C H M A R K BM no. NORTHING EASTING ELEVATION R E M A R K S REFERENCE DISTANCE PI NO AZIMUTH REMARKS 1 20003.638 19983.286 101.96 NO. (m) WOODEN ELECTRIC POST, 1 6.4088 FENCE , L/S 2 20139.104 19846.798 106.51 1 STA. 0+209 , R/S 2 6.9612 FENCE , R/S

1 6.5670 RCPC , L/S 2 2 7.8758 FENCE , R/S

105.00

End of Project Sta.0+240

TOPOGRAPHIC PLAN SCALE NTS

Designed: Project Title and Location Submitted: Recommending Approval: Approved: Set No. Sht No. Sheet Contents: ANTHONY BRIANNE S. DANDOY Republic of the Philippines Engineer II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Drawn: SIQUIJOR DISTRICT ENGINEERING OFFICE REHABILITATION/IMPROVEMENT OF MARIA - BASAC - EPHEGEN D. TIGMO 7 REGIONAL OFFICE VII LARENA ROAD LEADING TO LARENA RORO PORT, Draftsman II CHRISTIAN GEORGE B. PAL-ING Larena, Siquijor NORMAN C. CARPIO ELVIS G. CALUNOD LARENA, SIQUIJOR Checked: 11 JANETHRIZ B. ASO Chief, Planning & Design Section Asst. District Engineer OIC - District Engineer Engineer II B E N C H M A R K BM no. NORTHING EASTING ELEVATION R E M A R K S

1 20003.638 19983.286 101.96 WOODEN ELECTRIC POST, 2 20139.104 19846.798 106.51 STA. 0+209 , R/S

REFERENCE POINT

0+240 REFERENCE DISTANCE PI NO AZIMUTH REMARKS NO. (m) 0+220

1 6.4088 FENCE , L/S 0+200 1 2 6.9612 FENCE , R/S

0+180 1 6.5670 RCPC , L/S 2 0+160 2 7.8758 FENCE , R/S PT: 0+124.88 Mid: 0+121.53 PC: 0+118.18

0+140

PT: 0+073.31 0+120 End of Project Sta.0+240.00 Mid: 0+054.74 0+100

0+080 PC: 0+036.17

0+060 P.I. 2 0+040

0+020 P.I. 0+004.32 1

0+000

Beginning of Project Sta.0+020

115

E L 110 E

V PVI STA.= 0+160 ELEV.= 106.44 A LVC = 60 H = 0.208 T L1 = L2 = 30 0.12% PVI STA.= 0+080 I ELEV.= 104.15 LVC = 60 H = 0.192 O 2.89% 105 L1 = L2 = 30 N

5.45%

100

STATION Sta.0+000 Sta.0+100 Sta.0+200

FINISHED GRADE ELEVATION 99.98 106.72 100.22 106.70 106.75 104.15 104.89 105.50 106.05 106.44 106.65 101.07 102.16 103.23

EXISTING GROUND ELEVATION 99.98 105.21 106.21 106.72 106.74 106.80 105.90 104.34 100.20 101.03 106.65 106.75 102.18 103.28 Designed: Project Title and Location Submitted: Recommending Approval: Approved: Set No. Sht No. Sheet Contents: ANTHONY BRIANNE S. DANDOY Republic of the Philippines Engineer II DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Drawn: SIQUIJOR DISTRICT ENGINEERING OFFICE REHABILITATION/IMPROVEMENT OF MARIA - BASAC - EPHEGEN D. TIGMO 8 REGIONAL OFFICE VII LARENA ROAD LEADING TO LARENA RORO PORT, Draftsman II CHRISTIAN GEORGE B. PAL-ING Larena, Siquijor NORMAN C. CARPIO ELVIS G. CALUNOD LARENA, SIQUIJOR Checked: 11 JANETHRIZ B. ASO Chief, Planning & Design Section Asst. District Engineer OIC - District Engineer Engineer II

0+020 - 0+040 proposed shoulder, 0+120.30 - 0+204.60 (existing canal w/ cover) 0+212.60 - 0+240.00 (existing canal w/ cover) EXISTING curb&gutter, sidewalk JUNCTION TO RCPC BE PAVED 0+054 - 0+113.30 (proposed shoulder) JUNCTION 0+120.30 - 0+204.60 (proposed shoulder) JUNCTION 0+212.60 - 0+240.00 (proposed shoulder)

0+020 - 0+113.30 (proposed shoulder) JUNCTION 0+120.30 - 0+204.60 (proposed shoulder) JUNCTION