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Organizational Outcome 1

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Organizational Outcome 1 REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGION 4-A CAVITE 1 DISTRICT ENGINEERING OFFICE TRECE MARTIRES CITY, CAVITE C.Y. 2021 PROJECT DETAILED ENGINEERING DESIGN PLAN FOR ORGANIZATIONAL OUTCOME 1: Ensure Safe and Reliable National Road System, Asset Preservation Program, Preventive Maintenance - Secondary Roads, Cavite - Batangas Rd - K0021 + 385 - K021 + 781 ASPHALT STA. 21 + 385 - STA. 21 + 747.5 NET LENGTH: 362.50 m SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY: ROMUALDO E. BERNARDO NENETTE K. IGNA MARLO B. CORREA CHIEF PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER DATE: DATE: DATE: CAVITE CITY Bacoor Bay (Manila-Cavite Coastal Rd.) Aguinaldo Blvd. COASTAL EXTENSION Island Cove Resort E. Evangelista St. DominiqueHosp. R-1 Alabang-Zapote Rd. TOLL WAY Rd. Molino Zapote- Binakayan Marulas Public Tirona Highway KAWIT Market Kawit Gahak Tramo Mun. Hall SM Aguinaldo Bacoor Shrine Pag-asa III NOVELETA Niog Road Tirona Highway Diversion Rd. Medicion Tabon Putol Batong Dalig Noveleta Pag-asa III Aguinaldo Highway Kawit - Palico LTO San Nicolas III SITE Daanan Calsadang Bago San Jose Magdalo-Putol Noveleta Mun. Hall Kalayaan Rd. Palico Bayanan San Nicolas II Daang Hari Extension Link Road ILANG- Mambog Rd. San Nicolas I ILANG Alapan II-B One Serenata BRIDGE ROSARIOHotel BASIC HOUSING SOLUTION WoodEstate Rosario Public Bayan Luma Market Kawit+ Kalayaan Hospital Advincula Ave. Robinsons EPZA-Bacao Rd. Place Imus BACOOR Alapan I-A EPZA Bacao II Primarosa Alapan I-C Gate 3 Patindig Araw Citta Italia One Lancaster Buhay na Tubig Bucandala Makro Divine Grace Gate 4 Medical Center + Bahayang Pag-asa Blvd. Molino Tejero Tanza Mun. Hall Pasong Buwaya II Camella Homes TANZA IMUS Aguinaldo Highway Springville City MOLINO Iglesia ni SM Cristo Daang Hari Malagasang I Daang Hari Anabu II GEN. TRIAS Open Canal Rd. Open Canal Rd. Punta II NFA DASMARINAS KEY MAP Punta I LOCATION MAP SITE VICINITY MAP SITE PROJECT AND LOCATION: SHEET CONTENTS : PREPARED BY: CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED : SET NO. SHT NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS INDEX SHEETS REGION IV- A ORGANIZATIONAL OUTCOME 1: Ensure Safe and Reliable National Road LOCATION MAP 1 CAVITE I DISTRICT ENGINEERING OFFICE System, Asset Preservation Program, Preventive Maintenance - Secondary VICINITY MAP MICHAEL OSIS JOSE LEINOR D. PASCO ROMUALDO E. BERNARDO NENETTE K. IGNA MARLO B. CORREA TRECE MARTIRES CITY Roads, Cavite - Batangas Rd - K0021 + 385 - K021 + 781 KEY MAP ENGINEER II ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER DATE: DATE: DATE: DATE: DATE: GENERAL NOTES: 1.BITMINOUS MATERIAL SHALL BE EMULSIFIED ASPHALT. IT SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING SPECIFICATIONS EMULSIFIED ASPHALT (ANIONIC) - AASHTO M140 (ASTM D 977) EMULSIFIED ASPHALT (CATIONIC) - AASHTO M140 2. TACK COAT SHALL BE APPLIED ONLY TO SURFACES WHICH ARE DRY OR SLIGHTLY MOIST. NO TACK COAT SHALL BE APPLIED WHEN HE WEATHER IS FOGGY OR RAINY. 3. THE FULL WIDTH OF THE SURFACE TO BE TREATED SHALL BE CLEANED OF LOOSE AND FOREIGN MATERIALS. 4. THE LIQUID BITUMINOUS MATERIAL SHALL BE SPRAYED BY MEANS OF A PRESSURE DISTRIBUTOR OF NOT LESS THAN 1000 LITERS CAPACITY, MOUNTED ON PNEUMATIC TIRES OF SUCH WIDTH AND NUMBER THAT THE LOAD PRODUCED ON THE ROAD SURFACE WILL NOT EXCEED 1KN (KGF) PER CM. WIDTH OF TIRE. 5. THE TANK SHALL HAVE A HEATING DEVICE ABLE TO HEAT A COMPLETE CHANGE OF BITUMINOUS LIQUID TO 180°C. 6. THE DISTRIBUTOR SHALL BE ABLE TO VARY THE SPRAY WIDTH OF THE BITUMINOUS LIQUID IN MAXIMUM STEPS OF 100MM TO A TOTAL WIDTH OF 4M. 7. THE RATE OF APPLICATION OF THE EMULSIFIED ASPHALT SHALL BE WITHIN THE RANGE OF 0.20 TO 0.70 LITER/M² 8. THE TACK COAT SHALL BE SPRAYED ONLY SO FAR IN ADVANCE ON THE SURFACE COURSE AS WILL PERMIT IT TO DRY TO A "TACKY" CONDITION UNTIL THE NEXT COURSE HAS BEEN APPLIED. 9. APPLICATION TEMPERATURES Type and Grade Application Temperature Range Material Spray (°C) Mix (Min./Max.) (Min./Max) RT 1-2-2 15.5 - 54 15.5 - 54 RT 4-5-6 29 - 65.6 29 - 65.5 RT 7-8-9 65.5 - 107 65.6 - 107 RT 10-11-12 79 - 121 79 - 121 RTCB 5-6 . 30 15.5 - 48.9 15.5 - 48.9 MC . 30 21 - 62.8 15.5 - 40.5 RC-MC . 70 40.5- 85 32 - 68 RC-MC . 250 60 - 107 51.7- 93 RC-MC . 800 79 - 129 71 - 107 RC-MC . 3000 106.7 - 143 93 - 126.7 All Emulsions 10 - 71 10 - 71 Asphalt Cement As required to achieve (All Grades) 204 Max. viscosity of 75 - 150 seconds to achieve a Kinematic Viscosity of 150-300 mm²/s (150- 300) centi stokes SUMMARY OF QUANTITIES PROJECT AND LOCATION: SHEET CONTENTS : PREPARED BY: CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED : SET NO. SHT NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGION IV- A ORGANIZATIONAL OUTCOME 1: Ensure Safe and Reliable National Road GENERAL NOTES 2 CAVITE I DISTRICT ENGINEERING OFFICE System, Asset Preservation Program, Preventive Maintenance - Secondary SUMMARY OF QUANTITIES MICHAEL OSIS JOSE LEINOR D. PASCO ROMUALDO E. BERNARDO NENETTE K. IGNA MARLO B. CORREA TRECE MARTIRES CITY Roads, Cavite - Batangas Rd - K0021 + 385 - K021 + 781 ENGINEER II ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER DATE: DATE: DATE: DATE: DATE: STA. 21+280 SIDEWALK START OF PROJECT STA. 21+300 SIDEWALK DEPARTMENT OFPUBLICWORKSANDHIGHWAYS STA. 23+285 CAVITE IDISTRICTENGINEERINGOFFICE SIDEWALK REPUBLIC OFTHEPHILIPPINES FINISH GRADEELEVATION FINISH GRADEELEVATION FINISH GRADEELEVATION (LEFT SIDE) (RIGHT SIDE) (CENTER/CROWN) STATION TRECE MARTIRESCITY REGION IV-A E L E V A T I O N SIDEWALK STA. 21+320 STA. 21+340 SIDEWALK PROJECT ANDLOCATION: System, AssetPreservationProgram,PreventiveMaintenance -Secondary STA. 21+360 ORGANIZATIONAL OUTCOME1:EnsureSafeandReliable NationalRoad 21+280 13 16 14.56 14.71 14.55 21+285 Roads, Cavite-BatangasRdK0021+385K021781 STA. 21+380 SIDEWALK STA. 21+400 SIDEWALK 14.56 14.72 14.55 SCALE -------- P ROFILE SLOPE =0.68% HOR.------------ 1:1000M 14.56 14.72 14.55 VERT.------------ 1:100M 14.56 14.73 14.55 STA. 21+420 SIDEWALK SIDEWALK LEFT &RIGHTELEVATION CENTERLINE/CROWN 21+400 14.56 14.71 14.55 STA. 21+440 14.56 14.71 14.55 SHEET CONTENTS: STA. 21+460 SIDEWALK SIDEWALK STRAIGHT LINEDIAGRAM 14.56 14.72 14.55 STA. 21+480 14.56 14.73 14.55 STA. 21+500 STA. 14.56 14.72 14.55 SIDEWALK SIDEWALK 21+500 SCALE -------- 14.56 14.71 14.55 P ROFILE STA. 21+520 14.56 14.72 14.55 PREPARED BY DATE M HOR.------------ 1:1000 : STA. 21+540 SIDEWALK SIDEWALK 14.56 14.71 14.55 : MICHAEL OSIS ENGINEER II SLOPE = 0.57% STA. 21+560 14.56 14.71 14.55 14.56 14.73 14.55 STA. 21+580 CHECKED BY SIDEWALK DATE SIDEWALK STA. 21+600 STA. : JOSE LEINORD.PASCO 21+600 14.56 14.72 14.55 : ENGINEER II 14.56 14.72 14.55 STA. 21+620 SIDEWALK SIDEWALK 14.56 14.72 14.55 DATE SUBMITTED BY : ROMUALDO E.BERNARDO CHIEF, PLANNING&DESIGNSECTION STA. 21+640 14.56 14.73 14.55 : 14.56 14.71 14.55 STA. 21+660 SIDEWALK 21+700 14.56 14.72 14.55 STA. 21+680 SIDEWALK RECOMMENDING APPROVAL DATE STA. 21+700 : 14.56 14.73 14.55 ASSISTANT DISTRICTENGINEER NENETTE K.IGNA SIDEWALK 14.56 14.73 14.55 21+747.5 : SIDEWALK STA. 21+720 14.56 14.73 14.55 APPROVED DATE SIDEWALK : 14.56 14.73 14.55 21+781 STA. 21+740 MARLO B.CORREA : DISTRICT ENGINEER END OF PROJECT 21+800 14.56 14.73 14.55 STA. 21+760 STA. 21+781 STA. 21+780 SET NO. SHT NO. 3 16 16 16 13 13 13 Sta. 21 + 440 Sta. 21 + 540 Sta. 21 + 640 16 16 16 13 13 13 Sta. 21 + 420 Sta. 21 + 520 Sta. 21 + 620 16 16 16 13 13 13 Sta. 21 + 400 Sta. 21 + 500 Sta. 21 + 600 16 16 16 13 13 13 Sta. 21 + 385 Sta. 21 + 480 Sta. 21 + 580 Start of Project 16 16 16 13 13 13 Sta. 21 + 380 Sta. 21 + 460 Sta. 21 + 560 PROJECT AND LOCATION: SHEET CONTENTS : PREPARED BY: CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED : SET NO. SHT NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGION IV- A ORGANIZATIONAL OUTCOME 1: Ensure Safe and Reliable National Road 4 CAVITE I DISTRICT ENGINEERING OFFICE System, Asset Preservation Program, Preventive Maintenance - Secondary STRAIGHT LINE DIAGRAM MICHAEL OSIS JOSE LEINOR D. PASCO ROMUALDO E. BERNARDO NENETTE K. IGNA MARLO B. CORREA TRECE MARTIRES CITY Roads, Cavite - Batangas Rd - K0021 + 385 - K021 + 781 ENGINEER II ENGINEER II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER DATE: DATE: DATE: DATE: DATE: 16 16 16 13 13 13 Sta. 21 + 740 16 16 16 13 13 13 Sta. 21 + 720 Sta. 21 + 781 16 16 16 13 13 13 Sta. 21 + 700 Sta. 21 + 780 16 16 16 13 13 13 Sta. 21 + 680 Sta. 21 + 760 16 16 16 13 13 13 Sta. 21 + 660 Sta. 21 + 747.5 End of Project PROJECT AND LOCATION: SHEET CONTENTS : PREPARED BY: CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED : SET NO. SHT NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS REGION IV- A ORGANIZATIONAL OUTCOME 1: Ensure Safe and Reliable National Road 5 CAVITE I DISTRICT ENGINEERING OFFICE System, Asset Preservation Program, Preventive Maintenance - Secondary STRAIGHT LINE DIAGRAM MICHAEL OSIS JOSE LEINOR D. PASCO ROMUALDO E.
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