Airport to NCC Access Road Phase 2 (Aranguren - Dapdap Section) Drawings - Part 1 0
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GENERAL INDEX OF DRAWINGS TITLE SET NO. GENERAL SET NO. DRAINAGE DRAWINGS INDEX OF DRAWINGS (SHEET 1 OF 3) INDEX OF DRAWINGS (SHEET 2 OF 3) INDEX OF DRAWINGS (SHEET 3 OF 3) GENERAL NOTES LEGENDS AND ABBREVIATIONS SUMMARY OF QUANTITIES (SHEET 1 OF 2) SUMMARY OF QUANTITIES (SHEET 2 OF 2) G-1 G-2 G-3 G-4 G-5 G-6 G-7 ROADWAY KEY MAP, LOCATION MAP AND LAYOUT PLAN HORIZONTAL AND VERTICAL CONTROLS, TABLE OF COORDINATES AND ELEMENTS OF CURVE PLAN AND PROFILE STA. 1+500.000 - STA. 2+100.000 PLAN AND PROFILE STA. 2+100.000 - STA. 2+800.000 PLAN STA. 2+800.000 - STA. 3+500.000 PROFILE STA. 2+800.000 - STA. 3+500.000 PLAN AND PROFILE STA. 3+500.000 - STA. 4+200.000 PLAN AND PROFILE STA. 4+200.000 - STA. 4+900.000 PLAN AND PROFILE STA. 4+900.000 - STA. 5+600.000 PLAN STA. 5+600.000 - STA. 6+300.000 PROFILE STA. 5+600.000 - STA. 6+300.000 PLAN STA. 6+300.000 - STA. 7+000.000 PROFILE STA. 6+300.000 - STA. 7+000.000 PLAN STA. 7+000.000 - STA. 7+700.000 PROFILE STA. 7+000.000 - STA. 7+700.000 PLAN STA. 7+700.000 - STA. 8+400.000 PROFILE STA. 7+700.000 - STA. 8+400.000 PLAN STA. 8+400.000 - STA. 9+100.000 PROFILE STA. 8+400.000 - STA. 9+100.000 PLAN STA. 9+100.000 - STA. 9+800.000 PROFILE STA. 9+100.000 - STA. 9+800.000 PLAN STA. 9+800.000 - STA. 10+500.000 PROFILE STA. 9+800.000 - STA. 10+500.000 PROFILE MATCHLINE ELEVATION 200.00, STA. 9 + 800.000 - STA. 10 + 500.000 PLAN STA. 10+500.000 - STA. 11+200.000 PROFILE STA. 10+500.000 - STA. 11+200.000 PLAN AND PROFILE STA. 11+200.000 - STA. 11+900.000 PLAN STA. 11+900.000 - STA. 12+600.000 PROFILE STA. 11+900.000 - STA. 12+600.000 PLAN AND PROFILE STA. 12+600.000 - STA. 13+300.000 PLAN AND PROFILE STA. 13+300.000 - STA. 14+000.000 PLAN AND PROFILE STA. 14+000.000 - STA. 14+700.000 PLAN AND PROFILE STA. 14+700.000 - STA. 15+400.000 PLAN AND PROFILE STA. 15+400.000 - STA. 16+000.000 SCHEDULES R-1 R-2 R-3 R-4 R-5 R-6 R-7 R-8 R-9 R-10 R-11 R-12 R-13 R-14 R-15 R-16 R-17 R-18 R-19 R-20 R-21 R-22 R-23 R-24 R-25 R-26 R-27 R-28 R-29 R-30 R-31 R-32 R-33 R-34 R-35 ROAD STANDARDS AND DETAILS TYPICAL ROAD CROSS SECTIONS HORIZONTAL AND VERTICAL CURVES SUPERELEVATIONS WIDENING AND SIGHT DISTANCE JOINT DETAIL DRAWING CEMENT CONCRETE PAVEMENT CONCRETE CURB AND GUTTER DETAILS STANDARD ROAD WORK SIGN STANDARD ROAD SIGN (REGULATORY SIGNS) STANDARD ROAD SIGN (WARNING/INFORMATORY SIGNS) MOUNTING SUPPORT FOR ROAD SIGN, TYP. SIGN MOUNTING DETAILS STANDARD PAVEMENT MARKINGS (SHEET 1 OF 2) STANDARD PAVEMENT MARKINGS (SHEET 2 OF 2) RS-1 RS-2 RS-3 RS-4 RS-5 RS-6 RS-7 RS-8 RS-9 RS-10 RS-11 RS-12 RS-13 RS-14 TYPICAL CHAIN LINK FENCE C O N S U L T A N T S TITLE DR-1 DR-2 DR-3 DR-4 DR-5 DR-6 DR-7 DR-8 DR-9 DR-10 DR-11 DR-12 DR-13 DR-14 DR-15 DR-16 DR-17 DR-18 DR-19 DR-20 DR-21 DR-22 DR-23 DR-24 DR-25 DR-26 DR-27 DR-28 DR-29 DR-30 DR-31 DR-32 DR-33 DR-34 DRAINAGE STANDARDS AND DETAILS STANDARD DETAILS OF REINFORCED CONCRETE BOX CULVERT (RCBC) STANDARD DETAILS OF REINFORCED CONCRETE BOX CULVERT (RCBC) BARRELS STANDARD DETAILS OF RCBC WINGWALLS STANDARD RCPC, METHOD OF PIPE INSTALLATION AND TYPICAL FOR CONDUITS STANDARD REINFORCED CONCRETE HEADWALL FOR RCPC STANDARD COMBINATION OF CURB INLET MANHOLE MINOR DRAINAGE STRUCTURES (MISCELLANEOUS) SIDE DITCH, BERM DITCH, VERTICAL DITCH, STEP CHANNEL SLOPE PROTECTION DETAILS STANDARD PROTECTION FOR DRAINAGE CURB INLET AND RCBC DETAILS DETAILS OF DITCHES AND CANALS STANDARD REINFORCED CONCRETE CATCH BASIN FOR RCPC SUBMITTED BY DS-1 DS-2 DS-3 DS-4 DS-5 DS-6 DS-7 DS-8 DS-9 DS-10 DS-11 DS-12 DS-13 REVISIONS A B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - SET NO. ELECTRICAL DRAWINGS SCHEDULE OF CROSS DRAINAGE CULVERTS SCHEDULE OF BERM DITCH, SIDE DITCH AND CATCH BASIN SCHEDULE OF VERTICAL DITCH SCHEDULE OF VERTICAL DITCH SCHEDULE OF VERTICAL DITCH SCHEDULE OF DRAINAGE SCHEDULE OF DRAINAGE SCHEDULE OF DRAINAGE SCHEDULE OF DRAINAGE SCHEDULE OF DRAINAGE SCHEDULE OF DRAINAGE SCHEDULE OF DRAINAGE SCHEDULE OF DRAINAGE SCHEDULE OF DRAINAGE DRAINAGE CROSS SECTION STA.1+500.00, STA.1+740.00, STA.1+935.00 DRAINAGE CROSS SECTION STA.2+220.00, STA.2+405.00, STA.2+900.00 DRAINAGE CROSS SECTION STA.3+040.00, STA.3+120.00, STA.3+200.00 DRAINAGE CROSS SECTION STA.3+660.00, STA.3+820.00, STA.3+930.00 DRAINAGE CROSS SECTION STA.4+120.00, STA.4+310.00, STA.4+600.00 DRAINAGE CROSS SECTION STA.5+050.00, STA.5+320.00, STA.5+545.00 DRAINAGE CROSS SECTION STA.6+740.00, STA.6+860.00, STA.7+000.00 DRAINAGE CROSS SECTION STA.7+215.00, STA.7+360.00, STA.7+580.00 DRAINAGE CROSS SECTION STA.7+705.00, STA.7+820.00, STA.7+960.00 DRAINAGE CROSS SECTION STA.8+060.00, STA.8+440.00, STA.8+630.00 DRAINAGE CROSS SECTION STA.8+755.00, STA.8+980.00, STA.9+895.00 DRAINAGE CROSS SECTION STA.10+040.00, STA.10+518.00 DRAINAGE CROSS SECTION STA.11+050.00, STA.11+190.00 DRAINAGE CROSS SECTION STA.11+270.00, STA.11+680.00, STA.11+810.00 DRAINAGE CROSS SECTION STA.12+050.00, STA.12+190.00, STA.12+640.00 DRAINAGE CROSS SECTION STA.13+020.00, STA.13+200.00, STA.13+600.00 DRAINAGE CROSS SECTION STA.13+960.00, STA.14+125.00, STA.14+170.00 DRAINAGE CROSS SECTION STA.14+520.00, STA.14+620.00, STA.14+800.00 DRAINAGE CROSS SECTION STA.15+020.00, STA.15+280.00, STA.15+420.00 DRAINAGE CROSS SECTION STA.15+660.00, STA.15+790.00, STA.15+920.00 CHECKED BY TITLE RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DESIGN CRITERIA, LEGENDS, GENERAL NOTES AND LUMINAIRES SPECIFICATIONS ROADWAY LIGHTING LAYOUTS, STA. 0+000.000 - STA. 1+400.000 ROADWAY LIGHTING LAYOUTS, STA. 1+400.000 - STA. 2+800.000 ROADWAY LIGHTING LAYOUTS, STA. 2+800.000 - STA. 3+500.000 ROADWAY LIGHTING LAYOUTS, STA. 3+500.000 - STA. 4+900.000 ROADWAY LIGHTING LAYOUTS, STA. 4+900.000 - STA. 5+600.000 ROADWAY LIGHTING LAYOUTS, STA. 5+600.000 - STA. 6+300.000 ROADWAY LIGHTING LAYOUTS, STA. 6+300.000 - STA. 7+000.000 ROADWAY LIGHTING LAYOUTS, STA. 7+000.000 - STA. 7+700.000 ROADWAY LIGHTING LAYOUTS, STA. 7+700.000 - STA. 8+400.000 ROADWAY LIGHTING LAYOUTS, STA. 8+400.000 - STA. 9+100.000 ROADWAY LIGHTING LAYOUTS, STA. 9+100.000 - STA. 9+800.000 ROADWAY LIGHTING LAYOUTS, STA. 9+800.000 - STA. 10+500.000 ROADWAY LIGHTING LAYOUTS, STA. 10+500.000 - STA. 11+200.000 ROADWAY LIGHTING LAYOUTS, STA. 11+200.000 - STA. 11+900.000 ROADWAY LIGHTING LAYOUTS, STA. 11+900.000 - STA. 12+600.000 ROADWAY LIGHTING LAYOUTS, STA. 12+600.000 - STA. 14+000.000 ROADWAY LIGHTING LAYOUTS, STA. 14+000.000 - STA. 15+400.000 ROADWAY LIGHTING LAYOUTS, STA. 15+400.000 - STA. 16+800.000 ROADWAY LIGHTING LAYOUTS, STA. 16+800.000 - STA. 18+200.000 ROADWAY LIGHTING LAYOUTS, STA. 18+200.000 - STA. 19+600.000 ROADWAY LIGHTING LAYOUTS, STA. 19+600.000 - STA. 19+826.284 MAIN RISER DIAGRAM MAIN RISER DIAGRAM MAIN RISER DIAGRAM MAIN RISER DIAGRAM MAIN RISER DIAGRAM DETAILS, LIGHT POSTS, LIGHT POST CONCRETE FOUNDATION AND JUNCTION BOX ELECTRICAL LOAD ANALYSIS & LOAD SCHEDULE ELECTRICAL LOAD ANALYSIS & LOAD SCHEDULE ELECTRICAL LOAD ANALYSIS & LOAD SCHEDULE LANDSCAPE DRAWINGS URBAN STREETSCAPE, TYPICAL ROAD BLOCK LENGTH SITE DEVELOPMENT PLAN URBAN STREETSCAPE, TYPICAL WALKWAY AND BIKEWAY PAVING DETAILED PLANS URBAN STREETSCAPE, TYPICAL ROAD BLOCK LENGTH PLANTING AND UTILITIES PLAN URBAN STREETSCAPE, HARDSCAPE COMPONENTS DETAILED SECTIONS F LA-1 LA-2 LA-3 LA-4 MISCELLANEOUS PROJECT SIGNBOARD MATERIAL SOURCES MAP DATE M-1 M-2 PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT D E E-1 E-2 E-3 E-4 E-5 E-6 E-7 E-8 E-9 E-10 E-11 E-12 E-13 E-14 E-15 E-16 E-17 E-18 E-19 E-20 E-21 E-22 E-23 E-24 E-25 E-26 E-27 E-28 E-29 E-30 E-31 INDEX OF DRAWINGS (Sheet 1 of 3) SCALE AS SHOWN DRAWING STATUS FINAL DRAWINGS PROJECT CODE DRAWING NO. - G-1 DATE APPROVED DATE REVISED - - SIZE A1 REV. - INDEX OF DRAWINGS TITLE SET NO. TITLE SET NO. TITLE SET NO. CROSS SECTIONS (STA. 1+500.000 - STA. 16+000.00) STA.1+500.00 TO STA.1+540.00 CS-1 STA. 4+080.00 TO STA. 4+120.00 CS-46 STA. 6+540.00 TO STA. 6+580.00 CS-91 STA.1+560.00 TO STA.1+600.00 CS-2 STA. 4+140.00 TO STA. 4+180.00 CS-47 STA. 6+600.00 TO STA. 6+640.00 CS-92 STA.1+620.00 TO STA.1+660.00 CS-3 STA. 4+200.00 TO STA. 4+240.00 CS-48 STA. 6+660.00 TO STA. 6+700.00 CS-93 STA.1+680.00 TO STA.1+720.00 CS-4 STA. 4+260.00 TO STA. 4+300.00 CS-49 STA. 6+720.00 TO STA. 6+760.00 CS-94 STA.1+740.00 TO STA.1+780.00 CS-5 STA. 4+320.00 TO STA. 4+360.00 CS-50 STA. 6+780.00 TO STA. 6+800.00 CS-95 STA.1+800.00 TO STA.1+840.00 CS-6 STA. 4+380.00 TO STA. 4+420.00 CS-51 STA. 6+820.00 TO STA. 6+840.00 CS-96 STA.1+860.00 TO STA.1+900.00 CS-7 STA. 4+440.00 TO STA. 4+480.00 CS-52 STA. 6+860.00 TO STA. 6+880.00 CS-97 STA.1+920.00 TO STA.1+960.00 CS-8 STA. 4+500.00 TO STA. 4+540.00 CS-53 STA. 6+900.00 TO STA. 6+920.00 CS-98 STA.1+980.00 TO STA. 2+020.00 CS-9 STA. 4+560.00 TO STA. 4+600.00 CS-54 STA. 6+940.00 TO STA. 6+960.00 CS-99 STA. 2+040.00 TO STA. 2+080.00 CS-10 STA. 4+620.00 TO STA. 4+660.00 CS-55 STA. 6+980.00 TO STA. 7+000.00 CS-100 STA. 2+100.00 TO STA. 2+140.00 CS-11 STA. 4+680.00 TO STA. 4+720.00 CS-56 STA. 7+020.00 TO STA. 7+040.00 CS-101 STA. 2+160.00 TO STA. 2+200.00 CS-12 STA. 4+740.00 TO STA. 4+780.00 CS-57 STA. 7+060.00 TO STA. 7+080.00 CS-102 STA. 2+220.00 TO STA. 2+260.00 CS-13 STA. 4+800.00 TO STA. 4+840.00 CS-58 STA. 7+100.00 TO STA. 7+140.00 CS-103 STA. 2+280.00 TO STA. 2+320.00 CS-14 STA. 4+860.00 TO STA. 4+900.00 CS-59 STA. 7+160.00 TO STA. 7+200.00 CS-104 STA. 2+340.00 TO STA. 2+360.00 CS-15 STA. 4+920.00 TO STA. 4+960.00 CS-60 STA. 7+220.00 TO STA. 7+260.00 CS-105 STA. 2+380.00 TO STA. 2+400.00 CS-16 STA. 4+980.00 TO STA. 5+020.00 CS-61 STA. 7+280.00 TO STA. 7+320.00 CS-106 STA. 2+420.00 TO STA. 2+440.00 CS-17 STA. 5+040.00 TO STA. 5+080.00 CS-62 STA. 7+340.00 TO STA. 7+380.00 CS-107 STA. 2+460.00 TO STA. 2+480.00 CS-18 STA. 5+100.00 TO STA. 5+140.00 CS-63 STA. 7+400.00 TO STA. 7+440.00 CS-108 STA. 2+500.00 TO STA. 2+540.00 CS-19 STA. 5+160.00 TO STA. 5+200.00 CS-64 STA. 7+460.00 TO STA. 7+500.00 CS-109 STA. 2+560.00 TO STA. 2+600.00 CS-20 STA. 5+220.00 TO STA. 5+260.00 CS-65 OVERPASS 2 ABUT. A STA. 7+501.41 TO OVERPASS 2 ABUT. B STA. 7+536.61 CS-110 STA. 2+620.00 TO STA. 2+660.00 CS-21 STA. 5+280.00 TO STA. 5+320.00 CS-66 STA. 7+540.00 TO STA. 7+560.00 CS-111 STA. 2+680.00 TO STA. 2+720.00 CS-22 STA. 5+340.00 TO STA. 5+380.00 CS-67 STA. 7+580.00 TO STA. 7+620.00 CS-112 STA. 2+740.00 TO STA. 2+760.00 CS-23 STA. 5+400.00 TO STA. 5+440.00 CS-68 STA. 7+640.00 TO STA. 7+680.00 CS-113 STA. 2+780.00 TO STA. 2+800.00 CS-24 STA. 5+460.00 TO STA. 5+480.00 CS-69 STA. 7+700.00 TO STA. 7+740.00 CS-114 STA. 2+820.00 TO STA. 2+840.00 CS-25 STA. 5+500.00 TO STA. 5+520.00 CS-70 STA. 7+760.00 TO STA. 7+800.00 CS-115 STA. 2+860.00 TO STA. 2+880.00 CS-26 STA. 5+540.00 TO STA. 5+560.00 CS-71 STA. 7+820.00 TO STA. 7+860.00 CS-116 STA. 2+900.00 TO STA. 2+920.00 CS-27 STA. 5+580.00 TO STA. 5+620.00 CS-72 STA. 7+880.00 TO STA. 7+920.00 CS-117 STA. 2+940.00 TO STA. 2+980.00 CS-28 STA. 5+640.00 TO STA. 5+680.00 CS-73 STA. 7+940.00 TO STA. 7+980.00 CS-118 STA. 3+000.00 TO STA. 3+040.00 CS-29 STA. 5+700.00 TO STA. 5+720.00 CS-74 STA. 8+000.00 TO STA. 8+040.00 CS-119 STA. 3+060.00 TO STA. UNDERPASS STA.3+100.00 CS-30 STA. 5+740.00 TO STA. 5+760.00 CS-75 STA. 8+060.00 TO STA. 8+100.00 CS-120 STA. 3+120.00 TO STA. 3+160.00 CS-31 STA. 5+780.00 TO STA. 5+800.00 CS-76 STA. 8+120.00 TO STA. 8+160.00 CS-121 STA. 3+180.00 TO STA. 3+220.00 CS-32 STA. 5+820.00 TO STA. 5+840.00 CS-77 STA. 8+180.00 TO STA. 8+220.00 CS-122 STA. 3+240.00 TO STA. 3+280.00 CS-33 STA. 5+860.00 TO STA. 5+880.00 CS-78 STA. 8+240.00 TO STA. 8+280.00 CS-123 STA. 3+300.00 TO STA. 3+340.00 CS-34 STA. 5+900.00 TO STA. 5+920.00 CS-79 STA. 8+300.00 TO STA. 8+340.00 CS-124 STA. 3+360.00 TO MARIMLA BRIDGE ABUT.A STA. 3+384.70 CS-35 STA. 5+940.00 TO STA. 5+980.00 CS-80 STA. 8+360.00 TO STA. 8+400.00 CS-125 MARIMLA BRIDGE ABUT. B STA. 3+528.70 TO STA. 3+540.00 CS-36 STA. 6+000.00 TO STA. 6+040.00 CS-81 STA. 8+420.00 TO STA. 8+460.00 CS-126 STA. 3+560.00 TO STA. 3+580.00 CS-37 STA. 6+060.00 TO STA. 6+100.00 CS-82 STA. 8+480.00 TO STA. 8+520.00 CS-127 STA. 3+600.00 TO STA. 3+640.00 CS-38 STA. 6+120.00 TO STA. 6+160.00 CS-83 STA. 8+540.00 TO STA. 8+560.00 CS-128 STA. 3+660.00 TO STA. 3+700.00 CS-39 STA. 6+180.00 TO STA. 6+200.00 CS-84 STA. 8+580.00 TO STA. 8+600.00 CS-129 STA. 3+720.00 TO STA. 3+760.00 CS-40 UNDERPASS 2 STA. 6+213.00 TO STA. 6+220.00 CS-85 STA. 8+620.00 TO STA. 8+640.00 CS-130 STA. 3+780.00 TO STA. 3+820.00 CS-41 STA. 6+240.00 TO STA. 6+280.00 CS-86 STA. 8+660.00 TO STA. 8+680.00 CS-131 STA. 3+840.00 TO STA. 3+880.00 CS-42 STA. 6+300.00 TO STA. 6+340.00 CS-87 STA. 8+700.00 TO STA. 8+720.00 CS-132 STA. 3+900.00 TO OVERPASS 1 ABUT.A STA. 3+945.40 CS-43 STA. 6+360.00 TO STA. 6+400.00 CS-88 STA. 8+740.00 TO STA. 8+760.00 CS-133 STA. 3+960.00 TO STA. 4+000.00 CS-44 STA. 6+420.00 TO STA. 6+460.00 CS-89 STA. 8+780.00 TO STA. 8+820.00 CS-134 STA. 4+020.00 TO STA. 4+060.00 CS-45 STA. 6+480.00 TO STA. 6+520.00 CS-90 STA. 8+840.00 TO STA. 8+880.00 CS-135 C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT D E F INDEX OF DRAWINGS (Sheet 2 of 3) SCALE AS SHOWN DRAWING STATUS FINAL DRAWINGS PROJECT CODE DRAWING NO. - G-2 DATE APPROVED DATE REVISED - - SIZE A1 REV. - INDEX OF DRAWINGS TITLE SET NO. TITLE SET NO. TITLE SET NO. STA. 8+900.00 TO STA. 8+940.00 CS-136 STA.11+060.00 TO STA.11+100.00 CS-182 STA.13+760.00 TO STA.13+800.00 CS-227 STA. 8+960.00 TO STA. 9+000.00 CS-137 STA.11+120.00 TO STA.11+160.00 CS-183 STA.13+820.00 TO STA.13+860.00 CS-228 STA. 9+020.00 TO STA. 9+060.00 CS-138 STA.11+180.00 TO STA.11+220.00 CS-184 STA.13+880.00 TO STA.13+920.00 CS-229 STA. 9+080.00 TO STA. 9+100.00 CS-139 STA.11+240.00 TO STA.11+280.00 CS-185 STA.13+940.00 TO STA.13+980.00 CS-230 STA. 9+120.00 TO STA. 9+140.00 CS-140 STA.11+300.00 TO STA.11+340.00 CS-186 STA.14+000.00 TO STA.14+020.00 CS-231 STA. 9+160.00 TO STA. 9+180.00 CS-141 STA.11+360.00 TO STA.11+400.00 CS-187 STA.14+040.00 TO STA.14+060.00 CS-232 STA. 9+200.00 TO STA. 9+220.00 CS-142 STA.11+420.00 TO STA.11+460.00 CS-188 STA.14+140.00 TO STA.14+180.00 CS-233 STA. 9+240.00 TO STA. 9+280.00 CS-143 STA.11+480.00 TO STA.11+520.00 CS-189 STA.14+140.00 TO STA.14+180.00 CS-234 STA. 9+300.00 TO STA. 9+340.00 CS-144 STA.11+540.00 TO STA.11+580.00 CS-190 STA.14+200.00 TO STA.14+240.00 CS-235 STA. 9+360.00 TO STA. 9+400.00 CS-145 STA.11+600.00 TO STA.11+640.00 CS-191 STA.14+260.00 TO STA.14+300.00 CS-236 STA. 9+420.00 TO STA. 9+440.00 CS-146 STA.11+660.00 TO STA.11+700.00 CS-192 STA.14+320.00 TO STA.14+360.00 CS-237 STA. 9+460.00 TO STA. 9+480.00 CS-147 STA.11+720.00 TO STA.11+760.00 CS-193 STA.14+380.00 TO STA.14+420.00 CS-238 STA. 9+500.00 TO STA. 9+520.00 CS-148 STA.11+780.00 TO STA.11+820.00 CS-194 STA.14+440.00 TO STA.14+480.00 CS-239 STA. 9+540.00 TO STA. 9+560.00 CS-149 STA.11+840.00 TO STA.11+880.00 CS-195 STA.14+500.00 TO STA.14+540.00 CS-240 STA. 9+580.00 TO STA. 9+600.00 CS-150 STA.11+900.00 TO STA.11+940.00 CS-196 STA.14+560.00 TO STA.14+600.00 CS-241 STA. 9+620.00 TO STA. 9+640.00 CS-151 STA.11+960.00 TO STA.12+000.00 CS-197 STA.14+620.00 TO STA.14+660.00 CS-242 STA. 9+660.00 TO STA. 9+680.00 CS-152 STA.12+020.00 TO STA.12+060.00 CS-198 STA.14+680.00 TO STA.14+720.00 CS-243 STA. 9+700.00 TO STA. 9+720.00 CS-153 STA.12+080.00 TO STA.12+120.00 CS-199 STA.14+740.00 TO STA.14+780.00 CS-244 STA. 9+740.00 TO STA. 9+760.00 CS-154 STA.12+140.00 TO STA.12+180.00 CS-200 STA.14+800.00 TO STA.14+840.00 CS-245 STA. 9+780.00 TO STA. 9+800.00 CS-155 STA.12+200.00 TO STA.12+240.00 CS-201 STA.14+860.00 TO STA.14+900.00 CS-246 STA. 9+820.00 TO STA. 9+840.00 CS-156 STA.12+260.00 TO STA.12+300.00 CS-202 STA.14+920.00 TO STA.14+960.00 CS-247 STA. 9+860.00 TO STA. 9+880.00 CS-157 STA.12+320.00 TO STA.12+360.00 CS-203 STA.14+980.00 TO STA.15+020.00 CS-248 STA. 9+900.00 TO STA. 9+920.00 CS-158 STA.12+380.00 TO STA.12+420.00 CS-204 STA.15+040.00 TO STA.15+080.00 CS-249 STA. 9+940.00 TO STA. 9+960.00 CS-159 STA.12+440.00 TO STA.12+480.00 CS-205 STA.15+100.00 TO STA.15+140.00 CS-250 STA. 9+980.00 TO STA. 10+000.00 CS-160 STA.12+500.00 TO STA.12+540.00 CS-206 STA.15+160.00 TO STA.15+200.00 CS-251 STA. 10+020.00 TO STA. 10+040.00 CS-161 STA.12+560.00 TO STA.12+600.00 CS-207 STA.15+220.00 TO STA.15+260.00 CS-252 STA. 10+060.00 TO STA. 10+080.00 CS-162 STA.12+620.00 TO STA.12+660.00 CS-208 STA.15+280.00 TO STA.15+320.00 CS-253 STA. 10+100.00 TO STA. 10+120.00 CS-163 STA.12+680.00 TO STA.12+720.00 CS-209 STA.15+340.00 TO STA.15+380.00 CS-254 STA. 10+140.00 TO STA. 10+160.00 CS-164 STA.12+740.00 TO STA.12+780.00 CS-210 STA.15+400.00 TO STA.15+440.00 CS-255 STA. 10+180.00 TO STA. 10+200.00 CS-165 STA.12+800.00 TO STA.12+840.00 CS-211 STA.15+460.00 TO STA.15+500.00 CS-256 STA. 10+220.00 TO STA. 10+240.00 CS-166 STA.12+860.00 TO STA.12+900.00 CS-212 STA.15+520.00 TO STA.15+560.00 CS-257 STA. 10+260.00 TO STA. 10+280.00 CS-167 STA.12+920.00 TO STA.12+960.00 CS-213 STA.15+580.00 TO STA.15+620.00 CS-258 STA. 10+300.00 TO STA. 10+320.00 CS-168 STA.12+980.00 TO STA.13+020.00 CS-214 STA.15+640.00 TO STA.15+680.00 CS-259 STA. 10+340.00 TO STA. 10+360.00 CS-169 STA.13+040.00 TO STA.13+080.00 CS-215 STA.15+700.00 TO STA.15+740.00 CS-260 STA. 10+380.00 TO STA. 10+400.00 CS-170 STA.13+100.00 TO STA.13+140.00 CS-216 STA.15+760.00 TO STA.15+800.00 CS-261 STA. 10+420.00 TO STA. 10+440.00 CS-171 STA.13+160.00 TO STA.13+200.00 CS-217 STA.15+820.00 TO STA.15+860.00 CS-262 STA. 10+460.00 TO STA. 10+480.00 CS-172 STA.13+220.00 TO STA.13+260.00 CS-218 STA.15+880.00 TO STA.15+920.00 CS-263 STA. 10+500.00 TO STA. 10+540.00 CS-173 STA.13+280.00 TO STA.13+320.00 CS-219 STA.15+940.00 TO STA.15+980.00 CS-264 STA. 10+560.00 TO STA. 10+600.00 CS-174 STA.13+340.00 TO STA.13+380.00 CS-220 STA.16+000.00 CS-265 STA. 10+620.00 TO STA.10+640.00 CS-175 STA.13+400.00 TO STA.13+440.00 CS-221 STA. 10+660.00 TO STA.10+700.00 CS-176 STA.13+460.00 TO STA.13+500.00 CS-222 STA. 10+720.00 TO STA.10+740.00 CS-177 STA.13+520.00 TO STA.13+560.00 CS-223 BRIDGE 3 ABUT.A STA.10+752.80 TO BRIDGE 3 ABUT. B STA.10+896.80 CS-178 BRIDGE 4 ABUT.A STA.13+571.80 TO STA.13+620.00 CS-224 STA. 10+900.00 TO STA.10+920.00 CS-179 STA.13+640.00 TO STA.13+680.00 CS-225 STA. 10+940.00 TO STA.10+980.00 CS-180 STA.13+700.00 TO STA.13+740.00 CS-226 STA. 11+000.00 TO STA.11+040.00 CS-181 C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT SCALE AS SHOWN PROJECT CODE F INDEX OF DRAWINGS (Sheet 3 of 3) FINAL DRAWINGS DRAWING NO. G-3 D E DRAWING STATUS DATE APPROVED - DATE REVISED - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT D E F GENERAL NOTES AS SHOWN DRAWING STATUS FINAL DRAWINGS PROJECT CODE DRAWING NO. - G-4 DATE APPROVED DATE REVISED - - SIZE A1 REV. - L E G E N D ABBREVIATIONS: ACP Max AZIM MH BLDG mm BM Mo BOQ MUN BR N BRDY NB BRGY O.C BVCE OIE BVCS PC BW PCCP CIM PI CL PT cm PVI CS PVC CU PVT R D DIST. RC DLI-01 RCBC DPWH RCPC E RD e RROW EB RT ELEV. S EXTG SB g SC HOR SHLDR HW ST I STA IIE STD INT'L SW T KMS TBM L Lc TS Lm VC LT VERT, V LVC W M WB WW C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT D E F LEGENDS AND ABBREVIATIONS SCALE AS SHOWN DRAWING STATUS FINAL DRAWINGS PROJECT CODE DRAWING NO. - G-5 DATE APPROVED DATE REVISED - - SIZE A1 REV. - SUMMARY OF QUANTITIES C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT D E F SUMMARY OF QUANTITIES (Sheet 1 of 2) SCALE AS SHOWN DRAWING STATUS FINAL DRAWINGS PROJECT CODE DRAWING NO. - G-6 DATE APPROVED DATE REVISED - - SIZE A1 REV. - SUMMARY OF QUANTITIES C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT D E F SUMMARY OF QUANTITIES (Sheet 2 of 2) SCALE AS SHOWN DRAWING STATUS FINAL DRAWINGS PROJECT CODE DRAWING NO. - G-7 DATE APPROVED DATE REVISED - - SIZE A1 REV. - ROADWAY PROJECT SITE TARLAC Ph ilip pi ne Se a So ut h Ch ina Se a LUZON VISAYAS MINDANAO 1 - KEY MAP SCALE NTS NCC TO SCTEX ACCESS ROAD AIRPORT TO NCC ACCESS ROAD STA. 16+000-STA. 19+826.284 OLYMPIC VILAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD STA. 1+500-STA. 16+000 AIRPORT TO NCC ACCESS ROAD STA. 0+000-STA. 1+500 S TA AG AL B CE IN 2 LOCATION MAP - SCALE PR LAYOUT PLAN 3 NTS SCALE - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE NTS PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT SCALE AS SHOWN PROJECT CODE F KEY MAP AND LAYOUT PLAN FINAL DRAWINGS DRAWING NO. R-1 D E DRAWING STATUS DATE APPROVED - DATE REVISED - SIZE A1 REV. - TABLE OF COORDINATES AND ELEMENTS OF CURVE Coordinates PI No. NORTHING EASTING PI-14 1688895.515 448038.391 C O N S U L T A N T S Azimuth Distance PC 406.191 7+050.504 PT 7+496.699 Radius T 300 275.946 E Lc 79.201 446.194 Dc e(%) 5.5 V (kph) W(m) 60 0.3 SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PLAN STA. 7 + 000.000 - STA. 7 + 700.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-14 DATE APPROVED - DATE REVISED - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PROFILE STA. 7 + 000.000 - STA. 7 + 700.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-15 DATE APPROVED - DATE REVISED - SIZE A1 REV. - TABLE OF COORDINATES AND ELEMENTS OF CURVE C O N S U L T A N T S Coordinates PI No. NORTHING EASTING PI-15 1688955.599 PI-16 1689190.844 Azimuth PT Radius Distance PC 447448.473 131.799 7+746.174 7+879.056 300 447059.952 137.441 8+196.814 8+334.363 1000 E Lc 67.549 7.327 132.883 68.883 2.364 137.549 T Dc V (kph) W(m) 5.5 60 0.3 2.1 60 0.1 e(%) SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PLAN STA. 7 + 700.000 - STA. 8 + 400.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-16 DATE APPROVED - DATE REVISED - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PROFILE STA. 7 + 700.000 - STA. 8 + 400.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-17 DATE APPROVED - DATE REVISED - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PLAN STA. 8 + 400.000 - STA. 9 + 100.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-18 DATE APPROVED - DATE REVISED - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PROFILE STA. 8 + 400.000 - STA. 9 + 100.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-19 DATE APPROVED - DATE REVISED - SIZE A1 REV. - HORIZONTAL & VERTICAL CONTROLS No. BM - 03. EASTING AMSL HORIZONTAL & VERTICAL CONTROLS No. DESCRIPTION NORTHING EASTING 1699079.389 448617.881 92.748 BM - 32. 1689213.539 447008.667 206.467 1699060.629 448704.496 91.6845 Concrete nail centered on a 20x20 cm concrete putty set flushed and drilled on concrete pedestal with markings CGC,BM-02 2017. BM - 33. 1688932.019 447750.355 130.819 Mark is the head of a concrete nail encircled with red paint and drilled on concrete pedestal with marking "BM-33" 1688875.025 447705.247 131.903 448894.675 65.129 Concrete nail centered on a 20x20x100 cm concrete putty protruding 20 cm on ground with marking CGC, BM-03 2017. BM - 34. 1697963.203 Mark is the head of a concrete nail encircled with red paint and drilled on concrete pedestal with marking "BM-34" BM - 35. 1687954.288 448462.969 201.052 Mark is the head of a concrete nail encircled with red paint and drilled on concrete pedestal with marking "BM-35" 1697834.737 448992.144 64.4673 1687872.637 448421.245 206.638 1697406.647 448599.000 79.282 Concrete nail centered on a 20x20x100 cm concrete putty protruding 20 cm on ground with marking CGC, BM-05 2017. BM - 36. BM - 05. Concrete nail centered on a 25x25x100 cm concrete putty protruding 20 cm on ground with marking "BCDA-7, 2014". BM - 38. 1687279.504 449998.305 86.481 Concrete nail centered on a 20x20x100 cm concrete putty protruding 20 cm on ground with marking "CGC, BM-38 2017". BM - 06. 1697445.249 448682.773 80.711 Concrete nail centered on a 20x20x100 cm concrete putty protruding 20 cm on ground with marking CGC, BM-06 2017. 1687134.174 450569.67 89.29 1696262.273 448672.867 58.764 Concrete nail centered on a 20x20x100 cm concrete putty protruding 20 cm on ground with marking CGC, BM-08 2017. BM - 39A. BM - 08. Mark is the head of a concrete nail encircled with red paint and drilled on concrete pedestal with marking "BM-39A" BM - 40A. 1687177.452 450652.532 87.52 69.7285 Concrete nail centered on a 20x20 cm concrete putty set flushed and drilled on concrete pavement with markings CGC,BM-09 2017. Mark is the head of a concrete nail encircled with red paint and drilled on concrete pedestal with marking "BM-40A" BM - 41A. 1686331.395 450673.842 89.943 Mark is the head of a concrete nail encircled with red paint and drilled on concrete pedestal with marking "BM-41A" 71.163 Concrete nail centered on a 20x20x100 cm concrete putty protruding 20 cm on ground with marking CGC, BM-10 2017. BM - 42A. 1689709.066 445900.569 258.402 Mark is the head of a concrete nail encircled with red paint and drilled on concrete pedestal with marking "BM-42A" 69.1675 Concrete nail centered on a 20x20 cm concrete putty set flushed and drilled on concrete headwall with markings CGC, BM-11 2017. BM - 44A. 1685320.276 450941.615 94.515 Concrete nail centered on a 20x20x100 cm concrete putty protruding 20 cm on ground with marking "CGC, BM-44A 2017". BM - 45. 1684308.342 451255.143 122.5798 Concrete nail centered on a 20x20x100 cm concrete putty protruding 20 cm on ground with marking "CGC, BM-45 2017". BM - 11. BM - 12. 1695356.731 1695287.878 1694543.640 1694447.189 448268.725 448167.898 447493.744 447368.522 71.163 Concrete nail centered on a 20x20 cm concrete putty set flushed and drilled on concrete headwall with markings CGC,BM-12 2017. BM - 28. 1690516.022 445347.922 156.633 Concrete nail centered on a 20x20x100 cm concrete putty protruding 20 cm on ground with marking CGC, BM-28 2017. BM - 46. 1684404.775 451367.177 121.654 Concrete nail centered on a 20x20x100 cm concrete putty protruding 20 cm on ground with marking "CGC, BM-46 2017". BM - 29. 1689881.717 445931.033 255.213 Concrete nail centered on a 20x20x100 cm concrete putty protruding 20 cm on ground with marking CGC, BM-29 2017. BM - 47. 1683402.967 451766.466 124.735 BM - 30. 1686394.717 450792.716 87.608 Concrete nail centered on a 20x20x100 cm concrete putty protruding 20 cm on ground with marking CGC, BM-30 2017. Concrete nail centered on a 20x20 cm concrete putty set flushed and drilled on concrete pedestal with markings "CGC,BM-47 2017". BM - 48. 1683287.959 451675.780 126.5916 Concrete nail centered on a 20x20 cm concrete putty set flushed and drilled on concrete pedestal with markings "CGC,BM-48 2017". BM - 31. 1689269.822 447085.127 200.796 Mark is the head of a concrete nail encircled with red paint and drilled on concrete pedestal with marking "BM-31" SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI - DESCRIPTION Mark is the head of a concrete nail encircled with red paint and drilled on concrete pedestal with marking "BM-32" BM - 04. BM - 10. DATE: AMSL Concrete nail centered on a 20x20x150 cm concrete putty protruding 50 cm on ground with marking CGC 01. Concrete nail centered on a 20x20x100 cm concrete putty protruding 20 cm on ground with marking CGC, BM-04 2017. BM - 09. C O N S U L T A N T S NORTHING PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT HORIZONTAL AND VERTICAL CONTROLS AS SHOWN DRAWING STATUS FINAL DRAWINGS PROJECT CODE DRAWING NO. - R-2 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PLAN STA. 9 + 100.000 - STA. 9 + 800.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-20 DATE APPROVED - DATE REVISED - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PROFILE STA. 9 + 100.000 - STA. 9 + 800.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-21 DATE APPROVED - DATE REVISED - SIZE A1 REV. - TABLE OF COORDINATES AND ELEMENTS OF CURVE C O N S U L T A N T S Coordinates PI No. NORTHING EASTING PI-17 1690659.246 445251.491 Azimuth Distance PC PT 1754.152 9+513.857 11+387.452 Radius 1500 T E Lc 1081.16 283.144 Dc 1873.594 e(%) NC V (kph) W(m) 60 0.0 SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PLAN STA. 9 + 800.000 - STA. 10 + 500.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-22 DATE APPROVED - DATE REVISED - SIZE A1 REV. - MATCHLINE ELEVATION 200.00 (SEE SHEET R-24) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PROFILE STA. 9 + 800.000 - STA. 10 + 500.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-23 DATE APPROVED - DATE REVISED - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PROFILE MATCHLINE ELEVATION 200.00 STA. 9 + 800.000 - STA. 10 + 500.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-24 DATE APPROVED - DATE REVISED - SIZE A1 REV. - TABLE OF COORDINATES AND ELEMENTS OF CURVE C O N S U L T A N T S Coordinates PI No. NORTHING EASTING PI-17 1690659.246 445251.491 Azimuth Distance PC 1754.152 9+513.857 SUBMITTED BY PT Radius 11+387.452 1500 REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F T E 1081.16 283.144 Lc Dc e(%) 1873.594 NC DATE V (kph) W(m) 60 0.0 PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PLAN STA. 10 + 500.000 - STA. 11 + 200.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-25 DATE APPROVED - DATE REVISED - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PROFILE STA. 10 + 500.000 - STA. 11 + 200.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-26 DATE APPROVED - DATE REVISED - SIZE A1 REV. - TABLE OF COORDINATES AND ELEMENTS OF CURVE C O N S U L T A N T S Coordinates PI No. NORTHING EASTING PI-18 1691981.009 445749.397 Azimuth Distance PC 247.334 11+594.637 SUBMITTED BY PT 11+842.252 REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - Radius PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F 1500 T 124.090 E Lc 5.107 247.615 Dc e(%) NC DATE V (kph) W(m) 60 0.0 PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PLAN AND PROFILE STA. 11 + 200.000 - STA. 11 + 900.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-27 DATE APPROVED - DATE REVISED - SIZE A1 REV. - TABLE OF COORDINATES AND ELEMENTS OF CURVE C O N S U L T A N T S Coordinates PI No. NORTHING EASTING PI-19 1692451.752 446014.247 Azimuth Distance PC 145.299 12+185.495 Radius PT 12+330.922 1000 E Lc 2.642 145.427 T 72.842 SUBMITTED BY Dc e(%) 2.1 REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F V (kph) W(m) 60 0.1 DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PLAN STA. 11 + 900.000 - STA. 12 + 600.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-28 DATE APPROVED - DATE REVISED - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PROFILE STA. 11 + 900.000 - STA. 12 + 600.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-29 DATE APPROVED - DATE REVISED - SIZE A1 REV. - TABLE OF COORDINATES AND ELEMENTS OF CURVE C O N S U L T A N T S Coordinates PI No. NORTHING EASTING PI-20 1692810.946 PI-21 1693057.709 Azimuth Radius Distance PC PT 446285.311 100.537 12+657.778 12+758.334 1500 446446.782 144.130 12+930.787 13+074.973 1500 E Lc 50.297 0.843 100.556 72.148 1.732 144.185 T Dc V (kph) W(m) NC 60 0.0 NC 60 0.0 e(%) SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PLAN AND PROFILE STA. 12 + 600.000 - STA. 13 + 300.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-30 DATE APPROVED - DATE REVISED - SIZE A1 REV. - TABLE OF COORDINATES AND ELEMENTS OF CURVE Coordinates PI No. NORTHING EASTING PI-22 1693564.415 446852.822 133.468 13+585.263 13+718.830 1000 PI-23 1693776.346 446980.433 116.846 13+840.810 13+957.722 1000 Azimuth C O N S U L T A N T S Distance PC PT Radius E Lc 66.883 2.229 133.567 58.523 1.708 116.912 T Dc V (kph) W(m) 2.1 60 0.1 2.1 60 0.1 e(%) SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PLAN AND PROFILE STA. 13 + 300.000 - STA. 14 + 000.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-31 DATE APPROVED - DATE REVISED - SIZE A1 REV. - TABLE OF COORDINATES AND ELEMENTS OF CURVE C O N S U L T A N T S Coordinates PI No. NORTHING EASTING PI-24 1693951.267 PI-25 1694257.563 SUBMITTED BY Azimuth PC 447059.615 264.624 13+957.722 14+223.124 1000 447312.658 137.552 14+418.000 14+555.661 1000 REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F PT Radius Distance DATE E Lc 133.486 8.792 265.402 68.939 2.368 137.661 T Dc V (kph) W(m) 2.1 60 0.1 2.1 60 0.1 e(%) PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PLAN AND PROFILE STA. 14 + 000.000 - STA. 14 + 700.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-32 DATE APPROVED - DATE REVISED - SIZE A1 REV. - TABLE OF COORDINATES AND ELEMENTS OF CURVE C O N S U L T A N T S Coordinates PI No. NORTHING EASTING PI-26 1694673.030 447765.249 Azimuth Distance PC 100.740 15+050.658 PT 15+151.440 Radius 1000 T 50.434 E Lc 1.269 100.782 Dc SUBMITTED BY e(%) 2.1 V (kph) W(m) 60 0.1 REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PLAN AND PROFILE STA. 14 + 700.000 - STA. 15 + 400.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-33 DATE APPROVED - DATE REVISED - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT - NCC ACCESS ROAD SHEET CONTENT PLAN AND PROFILE STA. 15 + 400.000 - STA. 16 + 000.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. R-34 DATE APPROVED - DATE REVISED - SIZE A1 REV. - SCHEDULE OF GUARD RAIL SCHEDULE OF WARNING SIGN SCHEDULE OF RUMBLE STRIPS C O N S U L T A N T S SCHEDULE OF GROUTED RIPRAP SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT D E F SCHEDULES AS SHOWN DRAWING STATUS FINAL DRAWINGS PROJECT CODE DRAWING NO. - R-35 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.10+500-KM.16+000) - BRIDGE 3 SHEET CONTENT GENERAL PLAN GENERAL ELEVATION GENERAL SECTION AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3B3-01 A1 DATE APPROVED DATE REVISED - - REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.10+500-KM.16+000) - BRIDGE 3 SHEET CONTENT DECK SLAB PLAN LONGITUDINAL SECTION TYPICAL DRAIN & JOINTS DETAILS SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3B3-02 A1 DATE APPROVED DATE REVISED - - REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.10+500-KM.16+000) - BRIDGE 3 SHEET CONTENT CROSS SECTION TRANSVERSE SECTION SHEAR KEY & DRIP GROOVE DETAIL SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3B3-03 A1 DATE APPROVED DATE REVISED - - REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.10+500-KM.16+000) - BRIDGE 3 SHEET CONTENT SCALE AS SHOWN PROJECT CODE F TYPE VI GIRDER ELEVATION AND SECTIONS DRAFT DRAWING DRAWING NO. P3B3-04 D E DRAWING STATUS DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.10+500-KM.16+000) - BRIDGE 3 SHEET CONTENT AS SHOWN PROJECT CODE F TYPE VI GIRDER DETAILS DRAFT DRAWING DRAWING NO. P3B3-05 D E DRAWING STATUS DATE APPROVED DATE REVISED - - SIZE A1 REV. - SCHEDULE OF REINFORCEMENTS FOR DECK SLAB & DIAPHRAGMS BAR BENDING DIAGRAM DECKSLAB A a B a C b a SCHEDULE OF REINFORCEMENTS & SUMMARY OF QUANTITIES FOR ONE (1) PRESTRESSED GIRDER ONLY a D BAR BENDING DIAGRAM A a b c a DIAPHRAGMS a B a b E b b b c a C c a a D d b b c a F b c a E b G b a e c b f d d e F c b a C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.10+500-KM.16+000) - BRIDGE 3 SHEET CONTENT SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3B3-06 A1 DIAPHRAGM ELEVATION AND DETAILS DATE APPROVED DATE REVISED CONCRETE POURING SEQUENCE SCHEDULE OF REINFORCEMENTS AND SUMMARY OF QUANTITIES REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.10+500-KM.16+000) - BRIDGE 3 SHEET CONTENT ABUTMENT PLAN AND ELEVATION SHEAR BLOCK DETAIL WINGWALL PLAN SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3B3-07 A1 DATE APPROVED DATE REVISED - - REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.10+500-KM.16+000) - BRIDGE 3 SHEET CONTENT BACKWALL, COPING AND WINGWALL DETAILS SCHEDULE OF REINFORCEMENTS FOR ABUTMENT "A" AND "B" SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3B3-08 A1 DATE APPROVED DATE REVISED - - REV. - SCHEDULE OF REINFORCEMENT FOR ONE (1) BORED PILE AT PIER ONLY BAR BENDING DIAGRAM BAR MARK SIZE (mm) SPACING (mm) QTY BAR SHAPE BAR DIMENSION ALL DIMENSIONS ARE OUT TO OUT OF BARS a b c d e LOCATION BAR LENGTH (m) TOTAL LENGTH (m) UNIT WEIGHT (kg./m.) TOTAL WEIGHT (kg.) VOLUME CONCRETE (cu.m.) a b A a B a C b c e d D a b E C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.1+500-KM.16+000) - BRIDGE 3 SHEET CONTENT SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3B3-09 A1 PIER 1 BORED PILE DATE APPROVED DATE REVISED SCHEDULE OF REINFORCEMENTS AND SUMMARY OF QUANTITIES - - REV. - SCHEDULE OF REINFORCEMENT FOR ONE (1) BORED PILE AT PIER ONLY BAR BENDING DIAGRAM BAR MARK SIZE (mm) SPACING (mm) QTY BAR SHAPE BAR DIMENSION ALL DIMENSIONS ARE OUT TO OUT OF BARS a b c d e LOCATION BAR LENGTH (m) TOTAL LENGTH (m) UNIT WEIGHT (kg./m.) TOTAL WEIGHT (kg.) VOLUME CONCRETE (cu.m.) a b A a B a C b c e d D a b E C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.1+500-KM.16+000) - BRIDGE 3 SHEET CONTENT SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3B3-10 A1 PIER 2 BORED PILE DATE APPROVED DATE REVISED SCHEDULE OF REINFORCEMENTS AND SUMMARY OF QUANTITIES - - REV. - SCHEDULE OF REINFORCEMENT FOR ONE (1) BORED PILE AT PIER ONLY BAR BENDING DIAGRAM BAR MARK SIZE (mm) SPACING (mm) QTY BAR SHAPE BAR DIMENSION ALL DIMENSIONS ARE OUT TO OUT OF BARS a b c d e LOCATION BAR LENGTH (m) TOTAL LENGTH (m) UNIT WEIGHT (kg./m.) TOTAL WEIGHT (kg.) VOLUME CONCRETE (cu.m.) a b A a B a C b c e d D a b E C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.1+500-KM.16+000) - BRIDGE 3 SHEET CONTENT SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3B3-11 A1 PIER 3 BORED PILE DATE APPROVED DATE REVISED SCHEDULE OF REINFORCEMENTS AND SUMMARY OF QUANTITIES - - REV. - SCHEDULE OF REINFORCEMENT FOR ONE (1) BORED PILE AT ABUTMENT ONLY BAR BENDING DIAGRAM BAR MARK SIZE (mm) SPACING (mm) QTY BAR SHAPE BAR DIMENSION ALL DIMENSIONS ARE OUT TO OUT OF BARS a b c d e LOCATION BAR LENGTH (m) TOTAL LENGTH (m) UNIT WEIGHT (kg./m.) TOTAL WEIGHT (kg.) VOLUME CONCRETE (cu.m.) a b A a B a C b c e d D a b E C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.1+500-KM.16+000) - BRIDGE 3 SHEET CONTENT SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3B3-12 A1 ABUTMENT BORED PILE DATE APPROVED DATE REVISED SCHEDULE OF REINFORCEMENTS AND SUMMARY OF QUANTITIES - REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.10+500-KM.16+000) - BRIDGE 3 SHEET CONTENT PIER COLUMN PLAN AND ELEVATION COLUMN SECTION COPING SECTION SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3B3-13 A1 DATE APPROVED DATE REVISED - - REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.10+500-KM.16+000) - BRIDGE 3 SHEET CONTENT SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3B3-14 A1 PIER COLUMN AND COPING SECTION DATE APPROVED DATE REVISED SCHEDULE OF REINFORCEMENT AND SUMMARY OF QUANTITIES - - REV. - SCHEDULE OF REINFORCEMENTS FOR ONE APPROACH SLAB ONLY a A a B b a b C c a d D b f e c C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.10+500-KM.16+000) - BRIDGE 3 SHEET CONTENT SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3B3-15 A1 APPROACH SLAB DETAILS DATE APPROVED DATE REVISED SCHEDULE OF REINFORCEMENTS AND SUMMARY OF QUANTITIES - - REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS CHECKED BY EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - APPROVED BY RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE B DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD C SHEET CONTENT A D E F GENERAL ELEVATION GENERAL PLAN GENERAL SECTION AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. P3B4-01 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS CHECKED BY EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - APPROVED BY RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE B DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD C SHEET CONTENT A D E F DECK SLAB PLAN LONGITUDINAL SECTION TYPICAL DRAIN AND JOINT DETAILS SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. P3B4-02 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS CHECKED BY EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - APPROVED BY RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE B DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD C SHEET CONTENT A D E F CROSS SECTION TRANSVERSE SECTION SHEAR KEY AND DRIP GROOVE DETAIL SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. P3B4-03 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS CHECKED BY EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - APPROVED BY RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE B DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD C SHEET CONTENT A AS SHOWN PROJECT CODE D E F TYPE VI GIRDER DETAILS DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3B4-04 A1 DATE APPROVED DATE REVISED - - REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS CHECKED BY EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - APPROVED BY RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE B DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD C SHEET CONTENT A AS SHOWN PROJECT CODE F DRAFT DRAWING DRAWING NO. P3B4-05 D E DRAWING STATUS TYPE VI GIRDER DETAILS DATE APPROVED DATE REVISED - - SIZE A1 REV. - SCHEDULE OF REINFORCEMENTS & SUMMARY OF QUANTITIES FOR ONE (1) PRESTRESSED GIRDER ONLY BAR BENDING DIAGRAM A a a B b b b C c a a D b c a b c E b c d e F b a SCHEDULE OF REINFORCEMENTS FOR DECK SLAB & DIAPHRAGMS BAR BENDING DIAGRAM DECKSLAB A a B a a b C b a a D a c b DIAPHRAGMS E b c a d F a b G a e b f d c C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS CHECKED BY EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - APPROVED BY RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE B DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD C SHEET CONTENT A D E F DIAPHRAGM DETAILS SCHEDULE OF REINFORCEMENTS FOR SLAB, DIAPHRAGM AND GIRDER SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. P3B4-06 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS CHECKED BY EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - APPROVED BY RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE B DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD C SHEET CONTENT A D E F ABUTMENT A DETAILS ABUTMENT SECTION, WINGWALL DETAILS BACK WALL AND COPING DETAILS SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. P3B4-07 DATE APPROVED DATE REVISED - - SIZE A1 REV. - SCHEDULE OF REINFORCEMENTS FOR SUBSTRUCTURE FOR ABUTMENT "A" ONLY BAR BENDING DIAGRAM REINFORCING STEEL BARS MARK A b SIZE (mm) ALL DIMENSIONS ARE OUT TO OUT OF REBARS TYPE SPACING (mm) QUANTITY a b c d e f LOCATION BAR LENGTH (m) TOTAL LENGTH (m) UNIT WEIGHT (kg/m) TOTAL WEIGHT (kg) CONCRETE VOLUME (cu.m) FOR ABUTMENT A ONLY a c B a e b f d c C b a c D b c a d E e a b F b c a d G b a c H a b b I c a d C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS CHECKED BY EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - APPROVED BY RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE B DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD C SHEET CONTENT A D E F ABUTMENT PLAN SHEAR BLOCK DETAILS SCHEDULE OF REINFORCEMENT FOR ABUT. A SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. P3B4-08 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS CHECKED BY EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - APPROVED BY RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE B DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD C SHEET CONTENT A D E F ABUTMENT B DETAILS ABUTMENT SECTION, WINGWALL DETAILS BACK WALL AND COPING DETAILS SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. P3B4-09 DATE APPROVED DATE REVISED - - SIZE A1 REV. - SCHEDULE OF REINFORCEMENTS FOR SUBSTRUCTURE FOR ABUTMENT "A" ONLY BAR BENDING DIAGRAM REINFORCING STEEL BARS MARK A b SIZE (mm) ALL DIMENSIONS ARE OUT TO OUT OF REBARS TYPE SPACING (mm) QUANTITY a b c d e f LOCATION BAR LENGTH (m) TOTAL LENGTH (m) UNIT WEIGHT (kg/m) TOTAL WEIGHT (kg) CONCRETE VOLUME (cu.m) FOR ABUTMENT B ONLY a c B a e b f d c C b a c D b c a d E e a b F b c a d G b a c H a b b I c a d C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS CHECKED BY EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - APPROVED BY RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE B DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD C SHEET CONTENT A D E F ABUTMENT PLAN SHEAR BLOCK DETAILS SCHEDULE OF REINFORCEMENT FOR ABUT. B SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. P3B4-10 DATE APPROVED DATE REVISED - - SIZE A1 REV. - SCHEDULE OF REINFORCEMENTS FOR ONE APPROACH SLAB ONLY a A a B b a b C c a d D b f e c C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS CHECKED BY EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - APPROVED BY RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE B DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD C SHEET CONTENT A D E F AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. P3B4-11 APPROACH SLAB DETAILS DATE APPROVED DATE REVISED - - SIZE A1 REV. - SCHEDULE OF REINFORCEMENT FOR BORED PILE AT ABUTMENT BAR BENDING DIAGRAM a b A a B a C BAR MARK SIZE (mm) SPACING (mm) QTY BAR SHAPE BAR DIMENSION ALL DIMENSIONS ARE OUT TO OUT OF BARS a b c d e LOCATION BAR LENGTH (m) TOTAL LENGTH (m) UNIT WEIGHT (kg./m.) TOTAL WEIGHT (kg.) VOLUME CONCRETE (cu.m.) b c d PITCH e a b D a b E C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS CHECKED BY EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - APPROVED BY RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE B DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD C SHEET CONTENT A AS SHOWN PROJECT CODE F DRAFT DRAWING DRAWING NO. P3B4-12 D E DRAWING STATUS BORED PILE DETAILS DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS CHECKED BY EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - APPROVED BY RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE B DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD C SHEET CONTENT A D E F TYPICAL SECTION AT ABUTMENT DETAILS OF RUBBLE CONCRETE DETAILS OF SIDE DRAIN AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. P3B4-13 DATE APPROVED DATE REVISED - - SIZE A1 REV. - MARIMLA BRIDGE C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM.1+500.00 TO KM.16+000.00) SHEET CONTENT GENERAL INDEX OF DRAWINGS VICINITY MAP SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD SHEET CONTENT AIRPORT TO NCC (KM.1+500-KM.16+000) - OVERPASS 4 GENERAL PLAN GENERAL ELEVATION GENERAL SECTION AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3O4-01 A1 DATE APPROVED DATE REVISED - - REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD SHEET CONTENT AIRPORT TO NCC (KM.1+500-KM.16+000) - OVERPASS 4 DECK SLAB PLAN LONGITUDINAL SECTION TYPICAL DRAINS AND JOINTS DETAILS SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3O4-02 A1 DATE APPROVED DATE REVISED - - REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD SHEET CONTENT AIRPORT TO NCC (KM.1+500-KM.16+000) - OVERPASS 4 CROSS SECTION TRANSVERSE SECTION SHEAR KEY & DRIP GROOVE DETAIL SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3O4-03 A1 DATE APPROVED DATE REVISED - - REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD SHEET CONTENT AIRPORT TO NCC (KM.1+500-KM.16+000) - OVERPASS 4 SCALE AS SHOWN PROJECT CODE F TYPE VI GIRDER ELEVATION AND SECTIONS DRAFT DRAWING DRAWING NO. P304-04 D E DRAWING STATUS DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD SHEET CONTENT AIRPORT TO NCC (KM.1+500-KM.16+000) - OVERPASS 4 AS SHOWN PROJECT CODE F TYPE VI GIRDER DETAILS DRAFT DRAWING DRAWING NO. P3O4-05 D E DRAWING STATUS DATE APPROVED DATE REVISED - - SIZE A1 REV. - SCHEDULE DIAGRAM OF REINFORCEMENTS FOR DECK SLAB & DIAPHRAGMS BAR BENDING DECKSLAB A a B a a b C b a a SCHEDULE OF REINFORCEMENTS & SUMMARY OF QUANTITIES FOR ONE (1) PRESTRESSED GIRDER ONLY D a BAR BENDING DIAGRAM A c a B a b b DIAPHRAGMS b E b b C c a D d b a c a b F E F a b c b c a a c d d c b b G a G b H b c a e b a b f d d e c C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD SHEET CONTENT AIRPORT TO NCC (KM.1+500-KM.16+000) - OVERPASS 4 SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3O4-06 A1 DIAPHRAGM ELEVATION AND DETAILS DATE APPROVED DATE REVISED CONCRETE POURING SEQUENCE SCHEDULE OF REINFORCEMENTS AND SUMMARY OF QUANTITIES - REV. - SCHEDULE OF REINFORCEMENTS FOR SUBSTRUCTURE FOR ABUTMENT "A" ONLY BAR BENDING DIAGRAM REINFORCING STEEL BARS MARK A b SIZE (mm) ALL DIMENSIONS ARE OUT TO OUT OF REBARS TYPE SPACING (mm) QUANTITY a b c d e f LOCATION BAR LENGTH (m) TOTAL LENGTH (m) UNIT WEIGHT (kg/m) TOTAL WEIGHT (kg) CONCRETE VOLUME (cu.m) FOR ABUTMENT A ONLY a c B a e b f d c C b a c D b c a d E e a b F b c a d G b a c H a b b I c a d C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD SHEET CONTENT AIRPORT TO NCC (KM.1+500-KM.16+000) - OVERPASS 4 ABUTMENT PLAN SHEAR BLOCK DETAILS SCHEDULE OF REINFORCEMENT FOR ABUT. A SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3O4-07 A1 DATE APPROVED DATE REVISED - - REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD SHEET CONTENT AIRPORT TO NCC (KM.1+500-KM.16+000) - OVERPASS 4 ABUTMENT A DETAILS ABUTMENT SECTION, WINGWALL DETAILS BACK WALL AND COPING DETAILS SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3O4-08 A1 DATE APPROVED DATE REVISED - - REV. - SCHEDULE OF REINFORCEMENTS FOR SUBSTRUCTURE FOR ABUTMENT "B" ONLY BAR BENDING DIAGRAM REINFORCING STEEL BARS MARK A b SIZE (mm) ALL DIMENSIONS ARE OUT TO OUT OF REBARS TYPE SPACING (mm) QUANTITY a b c d e f LOCATION BAR LENGTH (m) TOTAL LENGTH (m) UNIT WEIGHT (kg/m) TOTAL WEIGHT (kg) CONCRETE VOLUME (cu.m) FOR ABUTMENT B ONLY a c B a e b f d c C b a c D b c a d E e a b F b c a d G b a c H a b b I c a d C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD SHEET CONTENT AIRPORT TO NCC (KM.1+500-KM.16+000) - OVERPASS 4 ABUTMENT B PLAN SHEAR BLOCK DETAILS SCHEDULE OF REINFORCEMENT FOR ABUT. B SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3O4-09 A1 DATE APPROVED DATE REVISED - - REV. - C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD SHEET CONTENT AIRPORT TO NCC (KM.1+500-KM.16+000) - OVERPASS 4 ABUTMENT B DETAILS ABUTMENT SECTION, WINGWALL DETAILS BACK WALL AND COPING DETAILS SCALE AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3O4-10 A1 DATE APPROVED DATE REVISED - - REV. - SCHEDULE OF REINFORCEMENT FOR BORED PILE AT ABUTMENT BAR BENDING DIAGRAM a b A a B a C BAR MARK SIZE (mm) SPACING (mm) QTY BAR SHAPE BAR DIMENSION ALL DIMENSIONS ARE OUT TO OUT OF BARS a b c d e LOCATION BAR LENGTH (m) TOTAL LENGTH (m) UNIT WEIGHT (kg./m.) TOTAL WEIGHT (kg.) VOLUME CONCRETE (cu.m.) b c d PITCH e a b D a b E C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD SHEET CONTENT AIRPORT TO NCC (KM.1+500-KM.16+000) - OVERPASS 4 AS SHOWN PROJECT CODE D E F BORED PILE DETAILS DRAWING STATUS DRAFT DRAWING DRAWING NO. SIZE P3O4-11 A1 DATE APPROVED DATE REVISED - - REV. - SCHEDULE OF REINFORCEMENTS FOR ONE APPROACH SLAB ONLY a A a B b a b C c a d D b f e c C O N S U L T A N T S SUBMITTED BY DESIGNED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD SHEET CONTENT AIRPORT TO NCC (KM.1+500-KM.16+000) - OVERPASS 4 APPROACH SLAB DETAILS AS SHOWN PROJECT CODE DRAWING STATUS DRAFT DRAWING DRAWING NO. P304-12 DATE APPROVED DATE REVISED - - SIZE A1 REV. - DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROADS KM. 1+500.00 TO KM. 16+000.00 DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM. 1+500.00 - KM. 16+000.00) BRIDGE NO. 2 APPROACH SLAB BRIDGE APPROACH SLAB "A" "B" : : : STA. 3+378.70 - STA. 3+384.70 STA. 3+384.70 - STA. 3+528.70 STA. 3+528.70 - STA. 3+534.70 TOTAL LENGTH = = = = 6.00 m 144.0 m 6.00 m 156.0 m DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM. 1+500.00 - KM. 16+000.00) BRIDGE NO. 3 APPROACH SLAB BRIDGE APPROACH SLAB "A" "B" : : : STA. 10+746.80 - STA. 10+752.80 STA. 10+752.80 - STA. 10+896.80 STA. 10+896.80 - STA. 10+902.80 TOTAL LENGTH = = = = 6.00 m 144.0 m 6.00 m 156.0 m DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM. 1+500.00 - KM. 16+000.00) BRIDGE NO. 4 APPROACH SLAB BRIDGE APPROACH SLAB "A" "B" : : : STA. 13+565.80 - STA. 13+571.80 STA. 13+571.80 - STA. 13+608.40 STA. 13+608.40 - STA. 13+614.40 TOTAL LENGTH = = = = 6.00 m 36.60 m 6.00 m 48.60 m DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM. 1+500.00 - KM. 16+000.00) OVERPASS 1 BRIDGE CROSSING ROAD 1 APPROACH SLAB BRIDGE APPROACH SLAB "A" "B" : : : : STA. 3+100.00 STA. -0+026.93 - STA. -0+032.93 STA. -0+032.93 - STA. 0+032.93 STA. 0+032.93 - STA. 0+038.93 TOTAL LENGTH = = = = 6.00 m 65.86 m 6.00 m 77.86 m DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM. 1+500.00 - KM. 16+000.00) OVERPASS 2 APPROACH SLAB BRIDGE APPROACH SLAB "A" "B" : : : STA. 3+908.10 - STA. 3+914.10 = STA. 3+914.10 - STA. 3+945.40 = STA. 3+945.40 - STA. 3+951.40 = TOTAL LENGTH = 6.00 m 31.30 m 6.00 m 43.3 m DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM. 1+500.00 - KM. 16+000.00) OVERPASS 3 BRIDGE CROSSING ROAD 1 APPROACH SLAB BRIDGE APPROACH SLAB "A" "B" : : : : STA. 6+213.00 STA. -0+026.43 - STA. -0+032.43 STA. -0+032.43 - STA. 0+032.43 STA. 0+032.43 - STA. 0+038.43 TOTAL LENGTH = = = = 6.00 m 64.86 m 6.00 m 76.86 m DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC (KM. 1+500.00 - KM. 16+000.00) OVERPASS 4 APPROACH SLAB BRIDGE APPROACH SLAB "A" "B" : : : STA. 7+495.41 - STA. 7+501.41 STA. 7+501.41 - STA. 7+535.61 STA. 7+535.61 - STA. 7+541.61 TOTAL LENGTH = = = = 6.00 m 34.20 m 6.00 m 46.20 m ROAD STANDARDS AND DETAILS TOTAL=68.00 (MIN.) 5.00 1.50 3.60 2.50 SIDEWALK GREEN BICYCLE GREEN 2.0 % LEVEL 0% 2.0 % 3.50 3.50 3.50 1.80 3.50 20.00 R.O.W. 3.50 3.50 CARRIAGEWAY CARRIAGEWAY CARRIAGEWAY MEDIAN CARRIAGEWAY CARRIAGEWAY CARRIAGEWAY LEVEL 0% 2.0 % 2.0 % 2.0 % 2.0 % 0% 2.0 % 2.0 % 2.50 3.60 1.50 5.00 GREEN BICYCLE GREEN SIDEWALK 2.0 % LEVEL 0% LEVEL 0% 3.50 6.50 6.50 RAIL RIGHT OF WAY RAIL RIGHT OF WAY LOT BOUNDARY LOT BOUNDARY 48.00 METERS R.O.W.(MIN.) 2.0 % :1 1.5 TRACK CL ITEM 104 (2)a EMBANKMENT FROM BARROW ( COMMON SOIL) ITEM 311(1)f1 PORTLAND CEMENT CONCRETE PAVEMENT(PCCP)300mm SEE LANDSCAPE DRAWINGS ITEM 200(1) AGGREGATE SUBBASE COURSE 300mm ITEM 622(1) BIO ENGINEERING SOLUTION (COCO-NET 700 GNC) ITEM 622(3)a BIO ENGINEERING SOLUTION (VEGETATION HYDROSEEDING GRASS COVER) TYPICAL CROSS SECTION (INSIDE & OUTSIDE THE CITY) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT SCALE AS SHOWN PROJECT CODE F TYPICAL ROAD CROSS SECTION FINAL DRAWINGS DRAWING NO. RS-1 D E DRAWING STATUS DATE APPROVED - DATE REVISED - SIZE A1 REV. - NOTE: 3b RS-1 0 1 PLAN VIEW 2 RS-10 RS-10 SIGN POSITIONS NOT TO 3a SCALE 4 ELEVATION RS-10 3b FRICTION CAP DETAIL SECTION RS-10 RS-10 NOTES: 3 SIGN POST & STUB POST DETAIL RS-10 PROCEDURE FOR ASSEMBLY OF BASE CONNECTION: 5 SHIM DETAIL RS-10 NOTES: 6 INSTALLATION DETAILS (TYPE 'A') 7 RS-10 INSTALLATION DETAILS (TYPE 'B') RS-10 TYPICAL SIGN MOUNTING DETAILS NOT C O N S U L T A N T S TO SCALE SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT MOUNTING/SUPPORT FOR ROAD SIGN TYPICAL SIGN MOUNTING DETAILS SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. RS-10 DATE APPROVED - DATE REVISED - SIZE A1 REV. - 1E RS-11 85 MIN. SIGHT PERCENTILE DISTANCE SPEED (1.15m to 1.15m) (Km/h) (m) NOTE: MIN. LENGTH OR BARRER LINE L (m) CHEVRON MARKINGS NOT TO SCALE MIN. DISTANCE BETWEEN BARRER LINE (m) NO-PASSING LINES ON HORIZONTAL CURVES (OVERLAPPING TYPE) NOT TO SCALE CHEVRON MARKINGS NEAR OBSTRUCTION 1D RS-11 RAMPS & OTHER ROADS (60 KPH OR LESS) NOT TO SCALE BYPASS MAINLINE (GREATER THAN 60 KPH) NOTE: NO-PASSING LINES ON HORIZONTAL CURVES NOT TO RS-11 1 RS-11 C O N S U L T A N T S CHEVRON MARKINGS AT INTERSECTION 1C SCALE NOT TO REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI - PROJECT MANAGER - UICI DATE: - DATE: - TO SCALE SCALE SUBMITTED BY DATE: NOT STANDARD PAVEMENT MARKINGS RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT STANDARD PAVEMENT MARKINGS Sheet 1 of 2 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. RS-11 DATE APPROVED - DATE REVISED - SIZE A1 REV. - PAVEMENT MARKINGS AT SIGNALIZED INTERSECTION 1E NOT RS-12 SCALE MAIN LINE 1B RS-12 TO NOT TO SCALE PAVEMENT MARKINGS AT UNSIGNALIZED INTERSECTION 1D RS-12 NOT TO SCALE RAMPS AND CROSS ROADS 1A RS-12 NOT TO SCALE 1C RS-12 STANDARD PAVEMENT ARROWS NOT TO SCALE STANDARD PAVEMENT MARKINGS NOT TO SCALE NOTE: PEDESTRIAN CROSSING C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT STANDARD PAVEMENT MARKINGS Sheet 2 of 2 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. RS-12 DATE APPROVED - DATE REVISED - SIZE A1 REV. - A4 RS-13 A6 A7 RS-13 RS-13 A3 ELEVATION SCALE RS-13 1:20 SECTION A4 SCALE RS-13 1:10 ELEVATION POST A5 RS-13 SCALE 1:10 ELEVATION POST A6 RS-13 SCALE 1:4 P L A N A2 SCALE RS-13 1:20 PLAN A7 RS-13 SECTION POST SCALE 1:10 FLEX-BEAM END DETAIL A8 RS-13 SCALE 1:10 ELEVATION GENERAL NOTES : SECTION PLAN B (BRIDGE) A9 RS-13 A1 RS-13 PERSPECTIVE N T A S NOT TO SCALE A10 GUARDRAILS ALONG BOX CULVERT AND BRIDGE APPROACHES RS-13 NOT SCALE AS REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID DATE: - PROJECT MANAGER - UICI DATE: - DATE: SCALE SHOWN SUBMITTED BY PRESIDENT - UICI TO STANDARD FLEX-BEAM GUARDRAIL AND GUIDE POST RS-13 C O N S U L T A N T S PLAN A (BOX CULVERT) GUIDE POST DETAIL - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT STANDARD FLEX-BEAM, GUARDRAIL AND GUIDE POST SCALE AS SHOWN PROJECT CODE - DRAWING STATUS FINAL DRAWINGS DRAWING NO. RS-13 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT D E F TYPICAL CHAIN LINK FENCE SCALE AS SHOWN PROJECT CODE - DRAWING STATUS FINAL DRAWINGS DRAWING NO. RS-14 DATE APPROVED DATE REVISED - - SIZE A1 REV. - CLOTHOIDS FORMULAS ( SYMMETRICAL METHOD ) FORMULA: WHERE : WHERE : NOTE: 1 NOTE: HORIZONTAL CURVE 3 VERTICAL CURVE CURVE DIAGRAM ( SYMMETRICAL CLOTHOIDS ) CLOTHOIDS DEFINITIONS FORMULA: 4 2 C O N S U L T A N T S SYMMETRICAL PARABOLIC CURVE SECTION SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT D E F HORIZONTAL AND VERTICAL CURVES SCALE AS SHOWN DRAWING STATUS FINAL DRAWINGS PROJECT CODE DRAWING NO. - RS-2 DATE APPROVED DATE REVISED - - SIZE A1 REV. - NOTES : 1 2 METRIC 3 5 LEGEND : e max R Vd e L 4 = = = = = NC = RC = Use of e max C O N S U L T A N T S 8% radius of curve assumed design speed rate of superelevation minimum length of runoff (does not include tangent runout) as discussed in "Tangent-to-Curve Transition" section normal crown section remove adverse crown, superelevation at normal crown slope = 4% should be limited to urban conditions SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT D E F SUPERELEVATIONS AS SHOWN DRAWING STATUS FINAL DRAWINGS PROJECT CODE DRAWING NO. - RS-3 DATE APPROVED DATE REVISED - - SIZE A1 REV. - WIDENING ALONG CURVE C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT SCALE AS SHOWN PROJECT CODE F WIDENING AND SIGHT DISTANCE FINAL DRAWINGS DRAWING NO. RS-4 D E DRAWING STATUS DATE APPROVED - DATE REVISED - SIZE A1 REV. - NOTE: 1E 1D 1C 1K 1B 1L 1F C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT JOINT DETAIL DRAWINGS CEMENT CONCRETE PAVEMENT SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. RS-5 DATE APPROVED - DATE REVISED - SIZE A1 REV. - 1c TYPE "C" 2c TYPE "B" RS-6 RS-6 3 RS-6 1b TYPE "B" 2b RS-6 CONCRETE DROP CURB AND GUTTER (MODIFIED) NOT TO TYPE "B" 4a RS-6 SCALE TYPE "A" RS-6 1a TYPE "A" 2a RS-6 1 RS-6 TYPE "A" 4b RS-6 TYPE "B" RS-6 COMBINATION CONCRETE CURB AND GUTTER NOT TO SCALE COMBINATION CONCRETE CURB AND SIDE STRIP 2 NOT RS-6 C O N S U L T A N T S TO SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - 4 SCALE RS-6 DATE CONCRETE CURB NOT TO SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT SCALE AS SHOWN PROJECT CODE F CONCRETE CURB AND GUTTER DETAILS FINAL DRAWINGS DRAWING NO. RS-6 D E DRAWING STATUS DATE APPROVED - DATE REVISED - SIZE A1 REV. - ROAD WORK DETOUR WORKMEN AHEAD AHEAD T1 - 1 AHEAD T1 - 5 ROAD CLOSED T1 - 6 LANE CLOSED T2 - 2 T2 - 4 SURVEYORS EXCAVATION DRIVE SLOWLY ON ROAD T2 - 6 T2 - 7 T2 - 8 DETOUR DETOUR T4 - 1L T4 - 1R T4 - 2 T4 - 3 DETAIL OF ARROW TYPE 1 BARRICADE 1 RS-7 C O N S U L T A N T S ROAD WORK SIGN DETAILS NOT TO SCALE SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT SCALE AS SHOWN PROJECT CODE F STANDARD ROAD WORK SIGN FINAL DRAWINGS DRAWING NO. RS-7 D E DRAWING STATUS DATE APPROVED - DATE REVISED - SIZE A1 REV. - MAX max. KPH C O N S U L T A N T S max. SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT STANDARD ROAD SIGN (REGULATORY SIGNS) AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. RS-8 DATE APPROVED - DATE REVISED - SIZE A1 REV. - A1 SECTION ELEV. A1 SIGNS : NOTE : CAPAS SCTEX BAMBAN CLARK C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT STANDARD ROAD SIGNS (WARNING/INFORMATORY SIGNS) SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. RS-9 DATE APPROVED - DATE REVISED - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT DRAINAGE CROSS SECTION STA.7+215.00,STA.7+360.00,STA.7+580.00 SCALE 1:600 M DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DR-22 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT DRAINAGE CROSS SECTION STA.7+705.00,STA.7+820.00,STA.7+960.00 SCALE 1:600 M DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DR-23 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT DRAINAGE CROSS SECTION STA.8+060.00,STA.8+440.00,STA.8+630.00 SCALE 1:600 M DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DR-24 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT DRAINAGE CROSS SECTION STA.8+755.00,STA.8+980.00,STA.9+895.00 SCALE 1:600 M DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DR-25 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT DRAINAGE CROSS SECTION STA.10+040.00,STA.10+518.00 1:600 M DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DR-26 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT DRAINAGE CROSS SECTION STA.11+050.00,STA.11+190.00 1:600 M DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DR-27 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT DRAINAGE CROSS SECTION STA.11+270.00,STA.11+680.00,STA.11+810.00 SCALE 1:600 M DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DR-28 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT DRAINAGE CROSS SECTION STA.12+050.00,STA.12+190.00,STA.12+640.00 SCALE 1:600 M DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DR-29 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT DRAINAGE CROSS SECTION STA.13+020.00,STA.13+200.00,STA.13+600.00 SCALE 1:600 M DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DR-30 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT DRAINAGE CROSS SECTION STA.13+960.00,STA.14+125.00,STA.14+170.00 SCALE 1:600 M DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DR-31 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT DRAINAGE CROSS SECTION STA.14+520.00,STA.14+620.00,STA.14+800.00 SCALE 1:600 M DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DR-32 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT DRAINAGE CROSS SECTION STA.15+020.00,STA.15+280.00,STA.15+420.00 SCALE 1:600 M DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DR-33 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT DRAINAGE CROSS SECTION STA.15+660.00,STA.15+790.00,STA.15+920.00 SCALE 1:600 M DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DR-34 DATE APPROVED DATE REVISED - - SIZE A1 REV. - 500 L W Z L1 X LEGEND : t1 W X Wc H L t1 t2 Z B h t O oC t2 9 DS-01 h INVERT ELEVATION (LEFT) EXPANSION JOINT EXPANSION JOINT 9 DS-01 SLOPE SLOPE OUTLET HAND-LAID STONE 250mm AVE. DIAMETER (22.68kg. AVE. WEIGHT) ALTERNATIVE U-TYPE WINGWALL t t INLET INVERT ELEVATION (RIGHT) WIDTH OF ROADWAY FORMATION WIDTH OF SHOULDER WIDTH OF CARRIAGEWAY COVER ABOVE THE CULVERT TOTAL LENGTH OF BARREL SLOPE OF CARRIAGEWAY SLOPE OF SHOULDER [(H+t) - (B+200)] tan O xt +0.5t Wc1 2 HEIGHT OF CULVERT OPENING THICKNESS OF CULVERT WALL OR SLAB SLOPE OF EMBANKMENT ANGLE OF SKEW LENGTH CL OF ROADWAY t1 t2 t Wc X S Z TO DS-01 SCALE NOT TO L2 NOT DS-01 o 6 TYPICAL ROAD CROSS-SECTION 1 SCALE 500 50 mm LEAN CONCRETE FORMED RUBBER 300 500 @ 500 RUBBER WATERSTOP (300X7) 1500 500 WITH SEALANT FILLER 480 200 FILLER @ 500 200 t 600 12D 150 150 50 mm LEAN CONCRETE 50mm LEAN CONCRETE DETAIL 9 NOT DS-01 150 BAR @ 500 FORMED RUBBER L1 R 20 480 TO USE SAME SIZE BARS AND SPACING AS REGULAR DECK SCALE 3OO 100 200 t + 300 DETAIL 4 NOT DS-01 TO SCALE 2 - 2400 x 2750 11.30 10.76 24+420.00 2 - 3000 x 2750 11.00 10.50 25+260.00 2 - 3000 x 3000 14.40 13.48 25+486.00 3 - 3000 x 2750 15.80 14.70 26+423.00 2 - 2400 x 2750 9.80 9.45 32+415.00 2 - 1800 x 2100 7.80 7.70 32+830.00 3 - 4000 x 4500 23.40 21.35 35+115.00 2 - 2400 x 2750 12.30 11.64 35+557.00 1 - 3000 x 2100 10.30 9.89 36+162.00 1 - 3000 x 2750 15.50 14.44 37+450.00 3 - 3000 x 2750 16.35 15.18 DS-01 NOT TO NOTES: SCALE 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. 2. MINIMUM CONCRETE COVER SHALL BE 40mm H SEE DETAIL t THE DESIGN CONSULTANTS SHALL BE HELD FULLY RESPONSIBLE FOR FAILURE OF THE FACILITY DUE TO FAULTY DESIGN EXCEPT FOR CHANGES MADE WITHOUT THE CONFORMITY OF THE CONSULTANTS. L2 L1 DETAIL 5 NOTE : 3 19+670.00 A S ROUND TO APPROXIMATE 150mm RADIUS (FOR INLET PORTION ONLY) DS-01 VOLUME (m3) STRUCTURE t 200 E SR t 350 200 BARREL REINFORCEMENT LENGTH (m) STATION ED IR QU 300 100 12D 1000 QUANTITIES FOR HAND-LAID STONE PROTECTION BOTTOM OF SLAB 200 500 2000 20 COVER BY 30mm. E M B A N K M E N T o 7 CLEAR WHEN HEIGHT OF FILL H=0 INCREASE 5 DS-01 DS-01 NOT TO SCALE t 3. PROVIDE 100mm GRANULAR BEDDING MATERIAL (FOUNDATION FILL) USE SAME SIZE BARS AND SPACING AS REGULAR DECK 4. PROVIDE EXPANSION JOINT AT AN INTERVAL ED EQUAL TO 20m. R EQ U IR 5. FOR DOUBLE AND TRIPLE BARREL INSTALLATION, PROVIDE WATERSTOP AT INTERMEDIATE WALLS. AS h+t 1000 E 600 h a BL IA AR =V ) TH LE G AB N LE E T E (S EXPANSION JOINT WITH FORMED RUBBER HAND-LAID STONE 250mm AVE. DIAMETER (22.68kg. AVE. WEIGHT) NATURAL GROUND 6. FOR CULVERTS WITH A VELOCITY GREATER THAN OR EQUAL TO 2.00m/s, SLOPE 300 1000 50mm LEAN CONCRETE 1000 150 t 500 PROVIDE HAND-LAID STONE PROTECTION AT OUTLET. SEE TABLE SEE DETAIL 800 4 DS-01 t 1500 500 150 L2 S 200 350 200 SECTION 3 PART SECTION ALONG CL OF CULVERT 2 DS-01 NOT TO NOT t DS-01 SCALE SCALE STANDARD DETAILS OF REINFORCED CONCRETE BOX CULVERT (RCBC) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: o 8 - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DS-01 DATE NOT TO PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT STANDARD DETAILS OF REINFORCED CONCRETE BOX CULVERT (RCBC) SCALE SCALE AS SHOWN DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DS-01 DATE APPROVED DATE REVISED - - SIZE A1 REV. - EDGE OF SHOULDER EDGE OF SHOULDER a NOTES : 1000 1000 4000 1000 1000 2000 1000 500 3000 1000 500 4000 1000 500 WIRE MESH GABIONS 300mm GROUTED STONE RIPRAP WEEPHOLES SCALE T EN NT KM AN E OP B EM MB EE OP SL ROCK BACKING E KM AN SL PIPE DIAMETER STRAIGHT HEADWALL FLOW CLASS 'A' L SCALE B 3B SECTION DS-10 SL SCALE PE O DS-10 1250 SHOWN 1250 400 1250 AS T 500 1:1<1:2 FOR SLOPE (1:H) N ME NK (NUMBER OF STEPS IS VARIABLE) OP DS-10 LENGTH, L 1600 3800 SECTION F KM AN OF EN B EM H 1 S 400 STRAIGHT HEADWALL 500 DS-10 SCALE 1:50 RIVER BANK 500 (ITEM 509) PROVIDE / 100mm 0 PVC PIPE WEEPHOLES AT 2000 STAGGERED 3-LAYERS GABIONS PROVIDE GEOTEXTILE MATERIAL ORIGINAL GROUND 500 1000 500 NOTE : GRANULAR FILL GEOTEXTILE TYPE GB-R3 PROVIDE GEOTEXTILE MATERIAL WIRE MESH C5 GABIONS BOX IN STRUCTURES STONE MASONRY W A L L GROUTED RIPRAP CHUTE WITH STONE MASONRY PROTECTION A4 DS-10 SCALE DS-10 GROUTED RIPRAP CHUTE WITH HAND-PLACED DUMPED STONES PROTECTION NOT SCALE C DS-10 SUBMITTED BY REVISIONS A B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F 2-LAYER GABIONS VARIABLE DIMENSIONS OF GABIONS PROVIDE GEOTEXTILE MATERIAL TYPE GB-R1 TYPE GB-R2 WIRE MESH C6 GABIONS BOX UNCLASSIFIED 1:10 SCALE TO CHECKED BY 500 1000 F 400 - 1:50 0 30 VARIABLE (4.0m MAXIMUM) VARIABLE 1500 NATURAL GROUND WIRE MESH GABIONS DATE: 1/2t SCALE DETAILS OF C4 GABION MATTRESS STANDARD GABIONS BOX 1000x1000x2000 100 100 mm LEAN CONCRETE 1500 C O N S U L T A N T S WEEP HOLE PROVIDE GEOTEXTILE MATERIAL NOTE : 450 VARIABLE (1500 MINIMUM) (4.0m MINIMUM) 0 30 750 (MIN.) TO 3:2<1:H<1:1 GROUTED RIPRAP D NOT NOTE: 3:2<1:H<1:1 DETAILS OF C2 GROUTED RIPRAP REFER STANDARD DSAWING FOR DETAILS DS-10 DS-10 H 1 TYPE GM-S PIPE DIAMETER PIPE DIAMETER FLOW GROUTED RIPRAP A3 OF TYPE SM-C REFER STANDARD DSAWING FOR DETAILS PROVIDE 100mm 0 PVC PIPE WEEPHOLES AT 2000 STAGGERED PE BA EM O SL WEEP HOLE STRAIGHT HEADWALL NOTE : NT ME NK STONE SIZE NOTE: CONSTRUCTION JOINT 600 CONSTRUCTION JOINT T CLASS "A" GROUTED RIPRAP PE LO in. m 00 SECTION G AND H GABION FOOT PROTECTION ( THICKNESS H=VARIABLE 2990 1220 1/2t 2330 1300 150 1000 910 1:50 n. 610 SCALE mi DOUBLE 00 SINGLE C3 DETAIL OF GABIONS BOX DS-10 t=3 PIPE DIAMETER 300 PIPE DIAMETER + 2600 100 TYPE GB-S 1:50 t=3 1000 SCALE EDGE OF SHOULDER 150 300 300 G 100 mm LEAN CONCRETE 1 1000 400 VAR 600 100 H FLOW 1000 TYPE SM-C 1400 400 SECTION D H CLASS "A" GROUTED RIPRAP C1 PARTIAL ELEVATION PIPE DIAMETER + 600 PIPE DIAMETER + 1200 SCALE TO H=5000(MAX) PIPE DIAMETER + 600 NOT SHALL BE PLACED AT LEAST FOR EVERY 2.50m. 500 500 DS-10 SCALE TO 450 NOT RIPRAP (DUMPED STONES) PROTECTION OF SL 2500 GROUTED STONE MASONRY STEP PROTECTION A2 E BA EM in. GROUTED STONE MASONRY STEPS (2000 X 1000) m 00 t=5 1500 DS-10 1:80 NOTE: HAND-PLACED STONES 254mm AVERAGE DIAMETER (22.68kg AVERAGE WEIGHT) COMPACTED FILL A1 SCALE EMBANKMENT SLOPE PROTECTION DETAILS 1 500 CLASS 'B' 1300 1:80 NATURAL GROUND 1: 500 DS-10 400 1250 NATURAL GROUND ROCK BACKING B1 SECTION L (V (S AR EE IA TA BL BL E) E) E + D IA M 60 ETE 0 R FLOW = PI P REFER STANDARD DSAWING FOR DETAILS PIPE DIAMETER STRAIGHT HEADWALL REFER STANDARD DSAWING FOR DETAILS 500mm GROUTED STONE RIPRAP WEEPHOLES 600 TO 600 NOT :1 1.5 1000 1000 3000 1: 1 1000 300 b b 2000 DSAIN OR WEEPHOLES SHALL BE PROVIDED IN SLOPE OF EMBANKMENT AT THE LOCATION SHOWN ON THE PLANS. NOT LESS THAN 600mm OF ROCK BACKING SHALL BE PROVIDED AT EACH DSAIN OR WEEPHOLES TO INSURE PROPER OPERATION. THE DSAIN ROCK BACKING SHALL EXTEND TO AT LEAST 300mm ABOVE THE DSAIN OR WEEPHOLES. H=5000(MAX) c c H=5000(MAX) SIZE OF GABION a DS-10 SCALE 1:10 EMBANKMENT SLOPE PROTECTION DETAILS SCALE AS DATE SHOWN PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT STANDARD PROTECTION FOR DRAINAGE STRUCTURES SCALE AS SHOWN DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DS-10 DATE APPROVED DATE REVISED - - SIZE A1 REV. - 150 150 1200 2@150 = 300 PROVIDE PAVING NOTCH FOR CULVERTS AT GRADE EXISTING RCBC 150 2@225 150 2@150 = 450 7 1 4 2 3 = 300 (3 TOP BARS & 3 BOTTOM BARS FOR TOP & BOTTOM SLABS) 2 150 1 3 7 150 150 150 5@150=750 225 225 ALL OTHER REINFORCING BARS SHALL BE PERPENDICULAR OR PARALLEL, AS THE CASE MAYBE, TO BOX AXIS. 6 20 X 20 HAUNCH 4 CONSTRUCTION JOINT 5 5@150=750 225 225 PART SHOWING TOP BARS PART SHOWING BOTTOM BARS 150 CONSTRUCTION JOINT 20 2 PARTIAL PLAN NOT TO RCBC 2@150 = 300 150 5 SINGLE SKEWED BOX CULVERT ONLY REINFORCING STEEL EXCAVATION FOUNDATION F I L L (m )3 (kg) (m )3 1.20 0.95 132.59 0.67 0.27 0.90 0.85 127.30 0.67 0.27 0.60 0.75 122.01 0.67 0.27 (m )3 150 FOUNDATION FILL FOR ENTIRE AREA 200 ADDITIONAL WEIGHT OF REINFORCEMENT PER END OF BOX CULVERT 0.50% (MIN) 0.50% (MIN) 150 200 LADDER RUNG 98.5 kgs. 120.5 kgs. = = 9 46.5 kgs. 57.0 kgs. SINGLE BARREL COMMON TO ALL HEIGHT OF CELL MANHOLE 150 CONCRETE CLASS "A" REINFORCING STEEL (m )3 (kg) (m )3 1.73 57.94 3.64 EXCAVATION 200 PARTIAL SECTION "A" 3 RCBC 150 200 (MIN) NOT NUMBER OF CELLS NUMBER OF WALLS 100 7 100 70 = = (1200 X C + 160n) - 80 1 1 SCALE 32 - 300 2200 2 1:20 3 5 4 6 2 RC BOX CULVERT DETAIL - SCALE SUBMITTED BY A B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - 9 10 80 AS-SHOWN REVISIONS CHECKED BY 350 80 150 520 800 C O N S U L T A N T S 8 0 (1200 X C + 160n) - 80 CURB INLET DETAIL (LENGHT OF BARREL) - 100 50 C n 1 1 SCALE 230 H + 250 1:20 H + 250 SCALE 80 520 130 SECTION "A" - TO BAR BENDING DIAGRAM (1200 X C + 160n) - 80 130 1B @ 8 WINGWALL, APRON AND END TOE FOR BOTH ENDS VARIES 300 BARREL (METER) 500 150 600 (MIN) 300 H VARIES (PER LINEAR METER OF LENGTH) CONCRETE CLASS "A" HEIGHT OF CELL "H" = = 700 PARTIAL WINGWALL 180 ESTIMATE OF QUANTITIES 70 LADDER RUNG 150 @ 10% SLOPE 1350 5 FINISHED GRADE 10 SCALE 150 70 TO 1:20 70 5 WORKING LINE OF WINGWALL = 300 830 UPSTREAM 850 5 END OF BOX CULVERT 150 70 CONC. CURB & GUTTER SCALE NOT PRECAST 3-EQUAL SIZE MANHOLE COVER TYPE I PLAN - = 450 SECTION (RCBC) 1 150 2@150 500 1A FINISHED GRADE 1200 2@225 SCALE 2000 APRON 800 UPSTREAM SIDE 1200 DOWNSTREAM SIDE (CREEP WALL) 180 SKEWED BOX CULVERT ONLY 150 FOUNDATION FILL FOR ENTIRE AREA 1230 DOWNSTREAM 150 RCPC MIN. SLOPE 0.50% SKEW NOTE: H 700 VARIES (FIELD VERIFY) 150 190 700 210 150 DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 5 - MACARTHUR TO NCC ACCESS ROAD SHEET CONTENT D E F CURB INLET AND RCBC DETAIL SCALE AS SHOWN DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DS-11 DATE APPROVED DATE REVISED - - SIZE A1 REV. - C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT D E F DETAILS OF DITCHES AND CANAL SCALE DRAWING STATUS 1:200 M PROJECT CODE DRAWING NO. - DS-12 DATE APPROVED DATE REVISED - - SIZE A1 REV. - 200 t S 4 t 3.00 t S/4 (TYPICAL) 200 5 5 4a PAVING NOTCH PROVIDE WHERE APPROACH SLAB IS REQUIRED 8 6 S/5 7 200 S/4 (TYPICAL) 5 S/5 PAVING NOTCH, PROVIDE WHERE REQUIRED APPROACH SLAB IS 4 250 250 2 100 h/4 150 h/4 250 t t 150 100 3 t S 250 200 t 1 3 250 250 3 (TYPICAL) c 2 c BAR DIAGRAMS - SINGLE BARREL h h 2 1 1 CONSTRUCTION JOINT CONSTRUCTION JOINT 7 2 1 t t 250 250 h/4 h/4 3 8 200 SINGLE BARREL SECTION NOT S t 8 6 4b 200 S/4 (TYPICAL) S/5 7 t 1:30 4a PAVING NOTCH PROVIDE WHERE APPROACH SLAB IS REQUIRED S/5 t 150 5 S t S/4 (TYPICAL) 4b SCALE DS-02 S t DOUBLE BARREL SECTION 2 1:30 250 1 DS-02 5 h\4 100 6 BAR DIAGRAMS - DOUBLE & TRIPLE BARREL 3 250 250 (TYPICAL) c 2 SCHEDULE OF REBAR FOR STANDARD BOX CULVERTS & WINGWALLS h CLEAR 1 SPAN HEIGHT (300) CONSTRUCTION JOINT S 4b BAR 2 BAR 3 BAR 4 DOUBLE AND TRIPLE BARREL BOX CULVERT BAR 5 t BAR 1 BAR 2 BAR 3 BAR 4 BAR 5 BAR 6 BAR 7 BAR 8 t h SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING 1000 200 12 300 12 300 12 300 12 300 12 300 200 12 300 16 300 12 300 12 300 12 300 20 200 12 300 12 300 1250 200 12 300 12 300 12 300 12 300 12 300 200 12 300 16 300 12 300 12 300 12 300 20 200 12 300 12 300 1500 200 12 300 12 280 12 300 12 300 12 300 200 12 300 16 280 12 300 12 300 12 300 20 200 12 300 12 300 1800 200 12 300 12 260 12 300 12 300 12 300 200 12 300 16 260 12 300 12 300 12 300 20 200 12 300 12 300 1000 200 12 240 12 300 12 240 12 240 12 300 200 16 300 16 300 16 300 16 300 16 300 20 200 12 300 12 280 1250 200 12 240 12 300 12 240 12 240 12 300 200 16 300 16 300 16 300 16 300 16 300 20 200 12 300 12 280 1500 200 12 240 12 280 12 240 12 240 12 300 200 16 300 16 280 16 300 16 300 16 300 20 200 12 300 12 280 1800 200 12 240 12 280 12 240 12 240 12 300 200 16 300 16 260 16 300 16 300 16 300 20 200 12 300 12 280 1250 200 12 260 12 300 12 260 12 260 12 280 250 16 300 16 300 16 300 16 300 16 300 20 190 12 300 12 220 1500 200 12 260 12 300 12 260 12 260 12 280 250 16 300 16 280 16 300 16 300 16 300 20 190 12 300 12 220 1800 200 12 260 12 280 12 260 12 260 12 280 250 16 300 16 280 16 300 16 300 16 300 20 190 12 300 12 220 2100 200 12 260 12 260 12 260 12 260 12 280 250 16 300 16 260 16 300 16 300 16 300 20 190 12 300 12 220 1800 220 12 220 12 280 12 220 12 220 12 240 300 16 300 16 280 16 300 16 300 16 300 20 120 12 300 12 200 2100 220 12 220 12 260 12 220 12 220 12 240 300 16 300 16 280 16 300 16 300 16 300 20 120 12 300 12 200 2400 220 12 220 12 200 12 220 12 220 12 240 300 16 300 16 280 16 300 16 300 16 300 20 120 12 300 12 200 2750 220 12 200 12 180 12 200 12 200 12 240 300 16 300 16 280 16 300 16 300 16 300 20 120 12 300 12 200 2100 280 12 260 12 260 12 260 12 260 12 200 300 20 300 16 280 20 300 20 300 20 300 25 170 12 300 12 200 2400 280 12 260 12 260 12 260 12 260 12 200 300 20 300 16 280 20 300 20 300 20 300 25 170 12 300 12 200 2750 280 12 200 12 240 12 220 12 200 12 200 300 20 300 16 200 20 3600 20 300 20 300 25 170 16 300 12 200 3000 280 12 200 12 220 12 200 12 200 12 200 300 20 300 16 200 20 300 20 300 20 300 25 170 16 300 12 200 220 16 200 1250 t 250 h\4 4b SINGLE BARREL BOX CULVERT BAR 1 1500 3a 3 TRIPLE BARREL SECTION SCALE 1800 1:30 t1 DS-02 3a LEGEND: NOTE : c = 2400 12D FOR WALL THICKNESS LESS THAN 240, STAGGER HORIZONTAL REINFORCEMENT AS SHOWN. t3 3000 t 12D t3 FILLET t2 SLAB BOTTOM BAR t1, t2 & t3 50cm 20cm t1, t2 & t3 30cm 50cm 15cm t1, t2 & t3 30cm 10cm SCHEDULE OF REBAR FOR SPECIAL DESIGN BOX CULVERTS & WINGWALLS 4000 350 4500 20 180 REVISIONS A B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - 20 220 25 220 25 220 25 150 20 THE DESIGN CONSULTANTS SHALL BE HELD FULLY RESPONSIBLE FOR FAILURE OF THE FACILITY DUE TO FAULTY DESIGN EXCEPT FOR CHANGES MADE WITHOUT THE CONFORMITY OF THE CONSULTANTS. STANDARD DETAILS OF REINFORCED CONCRETE BOX CULVERT (RCBC) BARRELS SUBMITTED BY CHECKED BY 200 NOTE : RCBC FILLET DETAIL C O N S U L T A N T S 20 D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT STANDARD DETAILS OF REINFORCED CONCRETE BOX CULVERT (RCBC) BARREL SCALE AS SHOWN DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DS-02 DATE APPROVED DATE REVISED - - SIZE A1 REV. - QUANTITIES FOR STANDARD BOX CULVERTS SINGLE SPAN HEIGHT S h 1250 1500 1800 2400 3000 SPECIFICATION : QUANTITY PER WINGWALL AND APRON SLAB DOUBLE TRIPLE m h+t (meter) (meter) 1L = L 2 SINGLE DOUBLE TRIPLE (meter) CONCRETE REINFORCEMENT CONCRETE REINFORCEMENT CONCRETE REINFORCEMENT CONCRETE REINFORCEMENT CONCRETE REINFORCEMENT CONCRETE REINFORCEMENT (m3) (kg) (m3) (kg) (m3) (kg) (m3) (kg) (m3) (kg) (m3) (kg) 6.33 372 7.50 366 DESIGN LOAD : 1000 0.94 113.32 1.63 209.22 2.33 296.18 1.37 1.20 1.23 5.77 367 1250 1.03 121.63 1.77 216.22 2.51 312.39 1.75 1.45 1.76 7.18 454 8.79 547 10.17 499 CONCRETE : 1500 1.12 130.98 1.90 232.07 2.69 330.39 2.12 1.70 2.29 7.45 489 11.55 582 13.06 657 1800 1.23 141.71 2.07 249.50 2.91 352.09 2.57 2.00 2.93 9.94 659 15.10 749 16.80 832 1000 1.03 165.90 2.04 253.90 2.92 354.80 1.37 1.20 1.23 5.05 326 6.71 419 7.97 513 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSION STRENGTH IN 28 DAYS OF f'c = 20.7 MPa (3000psi). ALL EXPOSED CORNERS TO BE CHAMFERED 20 MINIMUM. NO CONSTRUCTION JOINT ARE TO BE MADE WHERE SHOWN. WHEN BOTTOM SLAB IS SUBJECT TO ABRASION ADD 25mm TO BOTTOM SLAB TO INCREASE COVERAGE ON STEEL. 1250 1.12 177.10 2.19 256.00 3.12 370.20 1.75 1.45 1.76 7.45 489 9.10 582 10.62 676 1500 1.21 189.60 2.34 279.60 3.32 387.10 2.12 1.70 2.29 8.88 572 11.80 745 13.51 838 1800 1.32 202.50 2.52 296.20 3.56 407.10 2.57 2.00 2.93 9.33 607 15.28 955 17.23 1071 1250 1.38 189.20 3.11 312.30 4.45 437.00 1.78 1.45 1.80 7.07 456 8.35 557 9.89 657 1500 1.48 199.90 3.30 326.10 4.70 454.00 2.15 1.70 2.33 9.33 607 10.62 696 12.35 796 1800 1.60 214.80 3.53 342.80 5.00 475.20 2.60 2.00 2.97 10.14 739 13.57 894 15.53 1015 2100 1.72 239.60 3.75 357.50 5.30 494.40 3.05 2.30 3.61 12.96 890 16.61 980 18.79 1233 1800 2.04 272.70 5.04 431.80 7.20 619.10 2.63 2.02 3.01 9.63 698 16.30 1085 19.10 1105 2100 2.17 288.50 5.31 447.30 7.56 637.10 3.08 2.32 3.65 12.62 913 17.39 1141 20.03 1386 LIVE LOAD DISTRIBUTION REINFORCEMENT : 2400 2.31 314.10 5.58 461.80 7.92 656.40 3.53 2.62 4.28 12.53 1127 21.31 1442 24.27 1648 2750 2.46 356.70 5.90 478.60 8.34 677.70 4.06 2.97 5.03 19.27 1395 22.18 1461 23.35 1967 REINFORCEMENT WHEN THERE IS LESS THAN 600mm OF FILL ABOVE TOP SLAB OF CULVERT ADDITIONAL TRANSVERSE TO THE MAIN REINFORCEMENT IS ADDED TO THE BOTTOM OF THE TOP SLAB IN ACCORDANCE WITH AASHTO 1.3.2.E. 2100 3.17 308.70 6.03 635.70 8.64 899.70 3.17 2.38 3.78 15.87 1037 20.36 1337 23.90 1529 2400 3.34 321.30 6.30 652.00 9.00 919.60 3.62 2.68 4.41 16.25 1055 22.25 1330 26.56 1796 HEIGHT OF FILL : 2750 3.53 374.40 6.62 705.60 9.42 895.00 4.15 3.03 5.15 20.97 1346 24.15 1605 29.60 2012 3000 3.67 413.50 6.84 721.60 9.72 1015.40 4.52 3.28 5.68 22.73 1362 28.79 1925 32.78 2427 MAXIMUM HEIGHT OF FILL IS 3000mm ABOVE TOP SLAB, FOR HEIGHT OF FILL GREATER THAN 3000mm SPECIAL DESIGN OF BOX CULVERT SHOULD BE DONE. QUANTITIES FOR SPECIAL DESIGN BOX CULVERTS 4000 GENERAL NOTES : QUANTITIES FOR STANDARD WINGWALLS QUANTITY PER METER OF BARREL CLEAR 4500 15.56 STEEL REINFORCEMENT : ALL REINFORCING STEEL TO BE INTERMEDIATE (GRADE 40 OR HIGHER) ASTM A-615 WITH DEFORMATIONS CONFORMING TO ASTM A-305. GENERAL : IN STATING CULVERT SIZE, GIVE SPAN BY HEIGHT (SPAN FIRST) WHEN HEIGHT OF FILL, H=0 THE TOP SURFACE OF THE UPPER SLAB SHALL FOLLOW THE CROWN OF THE FINISHED ROADWAY. THE SHALL BE CONSTRUCTED ON A LAYER OF LEAN CONCRETE 50mm MINIMUM THICKNESS. 2153.00 6.88 4.85 9.02 66.57 2916 230 DS-03 LENGTH OF WINGWALLS 1 L = 1.035a 2 L = 2.000a 1 CHAMFER 20 L = L2 = 1.414a L = 1.414a 1 OF BOX CULVERT QUANTITIES FOR SPECIAL DESIGN WINGWALLS 3 HORIZONTAL SKEW ANGLE O C EXCEPT a L =2 WHERE : = 1.5 (h+t-600) FOR SLOPE 1.5:1 BATTER 12 IN EVERY 300 WHEN h+t IS 2400 OR LESS MAKE FACE VERTICAL 2:1 CONSTRUCTION JOINT (ROUGHEN SURFACE) h+t = 2.0 (h+t-600) FOR SLOPE SEALANT FILLER h+t 250 CONCRETE COVER EXPANSION JOINT WITH FORMED RUBBER 3 DS-03 TO SCALE 150 NOT 150 DETAIL 400 4 DS-03 1 400 a 1 50mm LEAN CONCRETE 4 DS-03 800 a VARIES BETWEEN 800 AND 1200 L OR L 2 1 (SEE TABLE) 12mm O / EXPANSION JOINT WITH FORMED RUBBER 3 2 L1 OR L DS-03 2 WINGWALL ELEVATION SCALE DS-03 SECTION SCALE 1:20 1:20 (SEE TABLE) 4 DS-03 C O N S U L T A N T S NOTE : WINGWALL PLAN NOT TO THE DESIGN CONSULTANTS SHALL BE HELD FULLY RESPONSIBLE FOR FAILURE OF THE FACILITY DUE TO FAULTY DESIGN EXCEPT FOR CHANGES MADE WITHOUT THE CONFORMITY OF THE CONSULTANTS. RCBC WINGWALL DETAILS (WW) SCALE SUBMITTED BY REVISIONS A B CHECKED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT D E F STANDARD DETAILS OF RCBC WINGWALL SCALE AS SHOWN DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DS-03 DATE APPROVED DATE REVISED - - SIZE A1 REV. - PAVEMENT DESIGN REQUIREMENT OF REINFORCED CONCRETE PIPE CULVERT STANDARD STRENGTH REINFORCED CONCRETE PIPE CULVERTS CONCRETE 317 kg/cm 2 (4,500 lb/in 2) FILL CONCRETE 247 kg/cm 2 (3,500 lb/in 2) c STANDARD STRENGTH PIPES: FILL 1/2 E.D. FOR FLEXIBLE PAVEMENT OR MIN. OF 0.60 m 0.30 m FOR RIGID PAVEMENT EXTRA STRENGTH PIPES: FILL: 0.30 m FOR RIGID AND FLEXIBLE PAVEMENTS SIZE OF PIPE (mm) WALL THICKNESS (mm) I.D. MINIMUM REINFORCEMENT 2 cm /m OF PIPE WALL THICKNESS (mm) E P CIRCULAR ELLIPTICAL REINFORCEMENT REINFORCEMENT 351 370 44 351 370 44 527 514 534 44 1 LINE 2.54 692 680 699 44 1 LINE 3.60 GROOVE (mm) t A B C 300 57 344 363 380 57 344 363 460 64 508 610 76 673 DEPTH (mm) CONCRETE 317 kg/cm 2 (4,500 lb/in 2) kg/m OF PIPE MINIMUM REINFORCEMENT 2 cm /m OF PIPE WALL THICKNESS (mm) TONGUE (mm) GROOVE (mm) THREE-EDGE-BEARING METHOD t A B C E P 1 LINE 1.48 51 495 514 502 521 44 1 LINE 1.69 3.355 5.218 1 LINE 1.90 51 495 514 502 521 44 1 LINE 2.33 3.914 6.060 1 LINE 2.12 51 495 514 502 521 44 1 LINE 2.96 4.473 6.709 1 LINE 2.75 64 660 680 667 686 44 1 LINE 4.23 1 LINE 3.60 4.473 7.454 0.00025mCRACK CIRCULAR ELLIPTICAL REINFORCEMENT REINFORCEMENT LOAD ULTIMATE LOAD GROOVE (mm) DEPTH (mm) t A B C E P 76 673 692 680 699 44 kg/m OF PIPE MINIMUM REINFORCEMENT 2 cm /m OF PIPE THREE-EDGE-BEARING METHOD CIRCULAR ELLIPTICAL 0.00025mCRACK REINFORCEMENT REINFORCEMENT LOAD LOAD ULTIMATE 1 LINE 5.50 1 LINE 4.23 5.964 8.945 89 858 857 845 864 51 1 LINE 4.66 1 LINE 3.60 76 825 845 832 851 51 1 LINE 5.92 1 LINE 4.44 5.032 8.573 89 838 857 845 864 51 1 LINE 6.56 1 LINE 5.08 7.454 11.182 910 102 1003 1022 1010 1029 64 2 LINES EACH 3.81 1 LINE 3.81 86 988 1007 994 1013 64 2 LINES EACH 4.66 1 LINE 4.66 6.038 9.840 102 1003 1022 1010 1029 64 2 LINES EACH 5.92 1 LINE 5.92 8.945 13.418 64 2 LINES EACH 4.44 64 2 LINES EACH 5.29 64 2 LINES EACH 6.98 1 LINE 6.98 10.436 15.655 1 LINE 5.29 108 1315 1334 1321 1340 64 2 LINES EACH 6.56 1 LINE 6.56 8.051 11.927 127 1334 1353 1340 1359 64 2 LINES EACH 8.04 1 LINE 8.04 11.927 17.891 1 LINE 6.98 127 1639 1658 1645 1664 64 2 LINES EACH 8.68 1 LINE 8.68 8.945 14.909 152 1664 1683 1670 1690 64 2 LINES EACH 10.58 1 LINE 10.58 13.418 22.364 1070 114 1168 1187 1175 1194 1220 127 1334 1353 1340 1359 64 2 LINES EACH 5.29 1520 152 1664 1683 1670 1690 64 2 LINES EACH 6.98 1 LINE 4.44 95 1150 1165 1156 1175 1 LINE 5.29 7.045 10.958 114 1168 1187 1175 1194 3mm TOP OF PIPE TO BE MARKED "TOP" 1B 9mm TEST LOADS FOR SAND-BEARING TEST SHALL BE ONE AND ONE - HALF TIMES THOSE SPECIFIED IN THIS TABLE FOR THE THREE - EDGE BEARING TEST. 9mm 3mm THE DISTANCE FROM CENTERLINE OF THE REINFORCEMENT TO THE NEAREST SURFACE OF THE CONCRETE HAS BEEN ASSUMED AS 32mm FOR PIPES WITH A SHELL THICKNESS OF 64mm OR MORE. PAY LENGTH ONE LINE OF CIRCULAR REINFORCEMENT TONGUE (mm) 760 MINIMUM PIPE COVERING DS-04 P t t 3mm t 3mm DEPTH (mm) TONGUE (mm) EXTRA STRENGTH REINFORCED CONCRETE PIPE CULVERTS 32mm P 1C A B B A . I.D B A bc I.D.=SIZE OF PIPE C E I.D . . I.D I.D. SIZE OF PIPE 32mm 1A DS-04 LONGITUDINAL SECTION SCALE : 1B NTS DS-04 FINISHED GRADE FINISHED GRADE SECTION SCALE : 1C DS-04 NTS ONE LINE OF ELLIPTICAL REINFORCEMENT TONGUE END SECTION SCALE : 1 DS-04 SCALE : 150 EARTH MIN=0.25bc STEP 3 - COMPLETE EMBANKMENT IN USUAL MANNER. MIN=0.10bc GRANULAR BACKFILL t CONCRETE OR SETTER t METHOD A FINISHED GRADE FINISHED GRADE bc bc df = 2bc t ROLLER-COMPACTED EMBANKMENT 100mm ROLLER-COMPACTED EMBANKMENT STEP 1 - CONSTRUCT COMPACTED EMBANKMENT TO A TOTAL DEPTH EQUAL TO TWICE THE OUTSIDE DIA. OF THE PIPE. 2 DS-04 C O N S U L T A N T S CONCRETE CRADLE BEDDING bc bc df NTS NTS bc bc STEP 2 - TRENCH THROUGH THIS COMPACTED EMBANKMENT AND INSTALL PIPE BACKFILL WITH COMPACTED GRANULAR MATERIAL. FINISHED GRADE SCALE : STANDARD REINFORCED CONCRETE PIPE CULVERTS ROLLER-COMPACTED EMBANKMENT EARTH OR ROCK STEP 1 - CONSTRUCT COMPACTED EMBANKMENT TO AN ELEVATION ABOVE TOP OF PROPOSED PIPE. SECTION 1D NTS MIN=0.25 INSIDE DIAMETER ROLLER-COMPACTED EMBANKMENT GROOVE END FINISHED GRADE df = DEPTH OF FILL bc = OUTSIDE DIAMETER OF PIPE df TWO LINES OF CIRCULAR REINFORCEMENT 3mm ONE LINE OF CIRCULAR REINFORCEMENT TWO LINES OF CIRCULAR REINFORCEMENT 9mm 3mm P 3mm 3mm 9mm 32mm DS-04 STEP 2 - TRENCH THROUGH THIS COMPACTED EMBANKMENT AND INSTALL PIPE BACKFILL WITH COMPACTED GRANULAR MATERIAL. STEP 3 - FILL REMAINDER OF TRENCH WITH BACKFILL PLACE IN LOOSEST POSSIBLE CONDITION. 3 METHOD B DS-04 ORDINARY BEDDINGS 4 TYPICAL BEDDING FOR CONDUITS SCALE : DS-04 DETAIL OF PIPE COLLAR SCALE : NTS NTS METHODS OF PIPE INSTALLATION SCALE : NTS SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT STANDARD RCPC, METHOD OF PIPE INSTALLATION AND TYPICAL BEDDING FOR CONDUITS SCALE AS SHOWN DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DS-04 DATE APPROVED DATE REVISED - - SIZE A1 REV. - 3A 1.5 :1 S SCALE : t I.D. ELEVATION 2B NTS - t t I.D. t t I.D. SCALE : DS CL MEASURED ALONG AXIS OF WINGS SEE DISTANCE OF BAR SECTION h BATTE R 1:4 EXTEND INTO BACKWALL SECTION 3B DS-05 NTS SCALE : SECTION 3C NTS SCALE : DS-05 NTS CL 200 2 TABLE A ( ONE FLARED TYPE HEADWALL 1.5:1 ) 3 DIAMETER & THICKNESS (mm) DIMENSIONS (mm) SINGLE PIPE F F L W/2 W E DS-05 SCALE : INTERNAL DIAMETER (I.D.) MIN. THICKNESS SHELL (t) L 460 610 910 1070 1220 1520 51 64 86 95 108 127 710 960 1510 1770 2040 2540 E 95 PLAN 1A PLAN 2A SCALE : DS-05 NTS FLARED TYPE HEADWALL (SINGLE PIPE) SCALE : NTS NTS E F 390 530 840 980 1130 1410 590 800 1260 1470 1690 2110 INTERNAL DIAMETER (I.D.) 51 64 86 95 108 127 A B B' H SCALE : mm 310 410 610 710 810 1010 350 430 610 780 870 980 200 200 200 300 300 300 1070 1320 1820 2080 2330 3030 1070 1220 1820 1970 2120 2420 1070 1220 1820 VARIES VARIES VARIES 610 760 1070 1230 1370 1680 0.57 0.82 1.55 2.38 2.66 3.93 AREA OF WATERWAY m2 W (mm) 0.32 0.58 1.30 1.80 2.34 3.63 1380 1780 2590 3020 3400 4229 CONC. m3 0.83 1.16 2.22 3.05 3.71 5.47 REINF. STEEL kg. 37.35 48.39 92.61 137.25 154.77 228.18 EST. OF QUANTITIES AREA OF WATERWAY m2 W (mm) 0.51 0.87 1.95 2.70 3.51 5.43 2150 2800 4100 4800 5360 6760 REINF. STEEL kg. 57.15 78.75 150.98 178.20 241.34 304.20 CONC. m3 1.27 1.75 3.36 3.96 5.36 6.76 TABLE C ( ONE STRAIGHT TYPE HEADWALL ) CONCRETE m3 L CONC. m3 REINF. STEEL kg. 25.65 36.46 68.92 107.10 110.27 174.74 NTS DIAMETER & THICKNESS (mm) SINGLE PIPE W 0.17 0.29 0.65 0.90 1.17 1.81 REINF. STEEL kg. INTERNAL DIAMETER (I.D.) MIN. THK. SHELL (t) 6 8 11 - 460 610 910 1070 1220 1520 51 64 86 95 108 127 0.66 1.06 2.76 - DIMENSIONS (mm) A 310 410 610 710 810 1010 B 350 430 600 780 870 980 SINGLE PIPE H AREA OF WATERWAY m2 CONCRETE m3 1500 2400 3800 4300 4800 6000 0.15 0.29 0.65 0.90 1.17 1.81 0.46 0.87 2.28 3.84 4.43 8.80 W 1070 1320 1820 2080 2330 2830 TRIPLE PIPE DOUBLE PIPE (mm) mm REINF. STEEL kg. AREA OF WATERWAY m2 CONCRETE m3 (mm) 3.48 4.55 6.68 7.57 8.81 10.94 2600 3500 5200 6050 6900 8600 0.33 0.58 1.30 1.80 2.34 3.63 0.63 1.20 3.16 5.09 6.70 11.93 W mm REINF. STEEL kg. AREA OF WATERWAY m2 CONCRETE m3 (mm) 4.90 6.50 9.52 10.67 12.54 15.56 3400 4600 6800 7900 9000 11200 0.45 0.87 1.95 2.70 3.51 5.43 0.80 1.51 3.85 6.43 7.97 15.05 W mm REINF. STEEL kg. 5.97 8.45 12.36 13.96 16.14 19.82 B' PE W 200 W 100 E LOP H t SOLID PLAIN CONCRETE A A A t t I.D. H t H B' I.D. I.D. I.D. t t 300 S 1.5:1 300 300 DS 4B 5 -0 300 O SL I.D. :1 1.5 A 460 610 910 1070 1220 1520 MIN. THK. SHELL (t) DIMENSIONS (mm) 0 0 600 600 600 600 W (mm) TRIPLE PIPE EST. OF QUANTITIES FLARED TYPE HEADWALL (DOUBLE PIPE) 2 DS-05 TABLE C ( ONE L-TYPE HEADWALL) DIA. & THICKNESS (mm) AREA OF WATERWAY m3 h DOUBLE PIPE EST. OF QUANTITIES 100 DS-05 GROUND LINE SECTION 3A t @ 300 O.C. 1 @ 300 NTS DS-05 3B 5 -0 CL SCALE : DS-05 @ 300 150 460(MIN) t ELEVATION 1B DS-05 H VARIES ACCORDING TO SIZE OF PIPE 150 100 t 300 G.L. 600 G.L. 75 G.L. 75 PE 150 G.L. I.D.+150 I.D. I.D. 75 EXTEND 300 INTO BACKWALL 200 200 LO VARIES TO SUIT LOCAL CONDITION 150 300 t t 150 300 DS-05 SOLID PLAIN CONCRETE B 1.67 ID B 4A DS-05 4B ISOMETRIC SCALE : DS-05 SECTION SCALE : 5A NTS DS-05 NTS SINGLE PIPE SCALE : 5B DS-05 NTS SECTION SCALE : 5C DS-05 NTS DOUBLE PIPE SCALE : NTS B 4 DS-05 L-TYPE HEADWALL SCALE : 5 DS-05 NTS STRAIGHT TYPE HEADWALL SCALE : NTS STANDARD REINFORCED CONCRETE HEADWALL FOR RCPC C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT STANDARD REINFORCED CONCRETE HEADWALL FOR RCPC SCALE AS SHOWN DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DS-05 DATE APPROVED DATE REVISED - - SIZE A1 REV. - 2C DS-06 1B DS-06 580 150 170 PIPE SIZE AS CALLED FOR ON PLAN CONSTRUCTION JT. 1D @400mm O.C.(max.) VARIES DS-06 130 480 140 30 150mm THK. CONC. HOLLOW BLOCKS FLOW PIPE SIZE AS CALLED FOR ON PLAN 600mm(MIN.) A-1(SEE TABLE) FLOW 2B EVERY INTERSECTION BAR GRATE (SEE DETAIL) TWO/THREE BLOCKS COVER (SEE DETAIL) 580 70 20 50 10 130 300 130 10 PIPE SIZE AS CALLED FOR ON PLAN 0.10 150 2410 5890 PULLING IRON (SEE DETAIL) 200 (min.) 50 FLOW 2410 EVERY INTERSECTION FLOW DS-06 S=8.00% GUTTER 2220 P L A N 2A DS-06 INSTALL STEPS ONLY WHERE DEPTH EXCEEDS 1220mm 1C S=8.00% GUTTER 30 250 100 170 200 S=8.00% PIPE SIZE AS CALLED FOR ON PLAN 150 DS-06 140 TYPE A TYPE B 40 230> 140 400 TOP OF SIDEWALK 150 480 40 A-1(SEE TABLE) 150 30 30 PIPE SIZE AS CALLED FOR ON PLAN 150 2B 0.05 0.05 CONSTRUCTION JT. SECTION DS-06 150 480 A-1(SEE DETAIL) SECTION 1B 50 P L A N DS-06 20 1A DS-06 70 EVERY INTERSECTION 10 130 2C 200 PULLING IRON (SEE DETAIL) 130 10 SECTION DS-06 580 2410 2410 580 BAR GRATE (SEE DETAIL) 50 2 TOP OF SIDEWALK DS-06 TOP OF SIDEWALK CONCRETE COVER DETAIL SCALE 1:10 200 50 COVER (SEE DETAIL) S=8.00% S=8.00% 150mm THK. CONC. HOLLOW BLOCKS STEPS(SEE DETAIL) 150 CONSTRUCTION JT. TWO/THREE BLOCKS CONSTRUCTION JT. STEPS(SEE DETAIL) TO BE INSTALLED WHERE DEPTH EXCEEDS 1220mm. VARIES @400mm O.C.(max.) PIPE SIZE AS CALLED FOR ON PLAN VARIES PIPE SIZE AS CALLED FOR ON PLAN PIPE SIZE AS CALLED FOR ON PLAN 50 64 64 50 1958 FLOW FLOW FLOW FLOW TABLE OF DIMENSION CLASS A""CONCRETE PIPE SIZE AS CALLED FOR ON PLAN 150 150 SCALE 1:20 SECTION CONSTRUCTION JT. 1. ALL CONCRETE SHALL BE CLASS A". EXPOSED " EDGES SHALL BE FINISHED WITH SUITABLE EDGER. 2. PULLING IRON, STEPS AND BAR GRATE SHALL BE PAINTED WITH ONE COAT OF ZINC CHROMATE. 150 3. CONSTRUCTION JOINTS SHALL CONFORM WITH THE GROOVES OF CONCRETE HOLLOW BLOCKS. 4. CONCRETE HOLLOW BLOCKS OR DSESSED ADOBE BLOCKS SHALL HAVE AN AVERAGE COMPRESSIVE STRENGTH OF 6.865MPa. SECTION 1D 5. IN CONCRETE HOLLOW BLOCKS STRUCTURE, ALL HOLES SHALL BE FILLED WITH CEMENT MORTAR. DS-06 1:20 DS-06 NOTES: A-1 A-1(SEE DETAIL) A-1(SEE TABLE) 1C SIZE OF PIPE (mm) 0.05 0.05 0.05 CONSTRUCTION JT. TYPE OF CIM 0.10 0.10 CLASS A""CONCRETE 0.05 150 DS-06 DETAIL OF BAR GRATE FOR OPENING OF CURB INLET 50 150 50 200 (min.) 5 6. WHERE CONCRETE HOLLOW BLOCKS STRUCTURES ATTAIN A HEIGHT OF 1.20 METER, IT SHALL BE REINFORCED STEEL BARS SPACE AT NOT MORE THAN 0.60 M. O.C. BOTHWAYS. 1 DS-06 C O N S U L T A N T S 7. INSTALL STEPS ONLY WHERE DEPTH EXCEEDS 1.22 METERS. CURB INLET MANHOLE SCALE 1:20 SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT STANDARD COMBINATION CURB INLET MANHOLE AS SHOWN DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DS-06 DATE APPROVED DATE REVISED - - SIZE A1 REV. - 150 40 10 b 1 500 500 500 (EMB.) 100 300 100 50 50 500 600 3 500 800 4 600 600 EDGE OF SHOULDER 8% 150 5.0% 400 b 100mm GRANULAR GRAVEL BASE 2 10 5.0% 150 CURB & GUTTER BERM DITCH CONCRETE "BARRIER" CURB AND GUTTER TYPE "Co-Cb-A" TYPE "Co-Cb-B" SCALE SCALE 1:20 1:20 250 TYPE "DB(M)-C" 5 600 800 6 600 1000 7 800 800 8 800 1000 SCALE 250 EDGE OF SHOULDER 500 a 250 150 9 800 1200 10 1000 1000 11 1000 1200 300 b 5.0% 1:15 (min.) SCALE 500 a 1:20 SIDE DITCH TYPE "DS(C)- " C c 1000 600 VARIES 130 a 500 5.0% CLASS "A" CONCRETE 100 150 VARIES(500 MIN) TYPE DS(C)-C 1000 170 1500 (EMB.) DIMENSIONS (MM) 170 TABLE A 320 150 170-200 VARIES (500min) a 150 2000 200 350 5.0% 5.0% VARIES b=500min SIDE DITCH TABLE B TYPE "DS(m)-A1" 150 SCALE 500 366 500 600 388 3 500 800 435 4 600 600 412 5 600 800 435 c SIDE DITCH TYPE "DS(m)-G" SCALE NOTE: SELECTED MATERIALS PERFORATED PIPE 1. PLACE GRANULAR MATERIALS INTO SOFT MUCKY TRENCH BOTTOM FOR STABILIZATION PRIOR TO PLACING OF BEDDING MATERIALS. 2. IMPERVIOUS MATERIALS SHALL CONTAIN ENOUGH GRANULAR MATERIALS TO BE STABLE WHEN WET AND SHALL BE COMPACTED IN PLACE. 1:15 EDGE OF SHOULDER 6 c 1000 600 600 1000 481 500 SUBSURFACE DRAIN SCALE 250 500 a CONCRETE CLASS "A" SHALL BE PROVIDED FOR PLAIN CONCRETE UNDER DRAIN PIPE. 3. TYPE "SSD(G/P)-B" COMMON FILL MATERIALS GRAVEL BED FILTER MATERIALS FILTER CLOTH, GEOTEXTILE 100 500 2 VARIABLE 1 VARIES (BASED ON BOTTOM WIDTH OF SIDE DITCH) 1000(MIN) c 1500(MAX) b 1:15 DEPENDS ON THE TYPE OF SIDE DITCH USED. 700 a 700 (MIN) 150 DIMENSIONS (MM) TYPE DS(m)-G 500 OR SLOTTED PIPE (DISCHARGING TO CATCH BASIN OR CULVERT INLET OR AT INTERVAL NOT TO EXCEED 40m.) 1:20 250 TABLE C c b 500 c 500 TABLE E 1 300 500 800 2 400 500 800 3 500 500 1000 4 500 600 1000 5 500 800 1000 a DIMENSIONS (MM) 150 a TYPE DW(M)-J a b c b TYPE DS(m)-A 1 300 300 600 150 300 5.0% 2 400 400 700 3 500 500 800 b (min.) 1600 DIMENSIONS (MM) 5.0% 200 NOTE: SMOOTH FINISH FOR SLOPE MORE THAN 4%. CUT OFF WALL 150mm. thk. PLACED EVERY 3.00m. INTERVAL CLASS "A" GROUTED RIPRAP SIDE DITCH TYPE "DS(m)-A" SCALE 1:15 6 700 800 1200 7 700 1000 1200 8 700 1200 1200 VERTICAL DITCH (ALONG EMBANKMENT/CUT SLOPES) TYPE "DV (m)-J" 500 c SCALE 1:20 650 500 600 250 TABLE F a 350 TYPE DS(M)-B c C O N S U L T A N T S 500 500 200 2 500 600 200 1 910 1000 1410 3 500 800 250 4 600 800 200 2 1070 1000 1570 3 1220 1200 1720 5 600 800 250 4 1520 1400 2020 6 600 1000 250 SIDE DITCH REVISIONS CHECKED BY B APPROVED BY C EFREN L. DAVID - PROJECT MANAGER - UICI DATE: - 1 V-SHAPED LINED DITCH BERM TYPE "D-1" 1:15 A DATE: COMMON SOIL TYPE "DS(M)-B" SUBMITTED BY PRESIDENT - UICI 300 b SCALE 1:15 1 t 1: a TYPE "DV(m)-E" SCALE b O DIMENSIONS (MM) TYPE DV(m)-E 5.0% 200 VERTICAL DITCH (FOR CROSSING DRAINAGE OUTLET) a SL 5.0% b b t 150 150 a PE EDGE OF SHOULDER TABLE D 100 150 DIMENSIONS (MM) t DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F SCALE DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT MINOR DRAINAGE STRUCTURES (MISCELLANEOUS DETAILS) 1:15 SCALE AS SHOWN DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DS-07 DATE APPROVED DATE REVISED - - SIZE A1 REV. - 2000 ORIGINAL GROUND LINE KINDS OF ROCK ITEM SOFT ROCK HARDROCK GRADIENT 1.0 : 1 0.8 : 1 0.5 : 1 LOCATION OF BERM EVERY 7.0 m EVERY 10.0 m - WIDTH OF BERM 2.00 m 2.00 m - LESS THAN 7000 SOIL BERM DITCH 2000 SOIL A LESS THAN 10,000 CUT SLOPE LINE SCALE CL 1:30 ELEVATION SOFT ROCK 2000 BERM DITCH TYPICAL 10,000 DETAIL OF SIDE DITCH TRANSITION DR-08 BERM DITCH 2000 HARD ROCK DETAIL 3 SIDE DITCH TYPICAL CROSS SECTION FOR CUT SLOPE S=0.005min. S=0.040max. S DR-08 SCALE DR-08 NOT TO SCALE 0 15 STEP CHANNEL, TYPE DV(m)-F - 1:50 15 0 30 0 1000 BERM DITCH BERM DITCH 150 25 VERTICAL DITCH 150 100 100 10 130 0 150 BERM 0 100 10 100 25 150 150 100 130 150 CUT SLOPE 150 0 10 150 VERTICAL DITCH E 150 E.G. 1000 200 CLASS "B" CONC. (PRECAST L=1M.) 150 DITCH CHECK BARRIER CUT OFF WALL THK=150 TO BE PLACED EVERY 2.00m. INTERVAL CAST IN PLACE AT LAP JOINT 150 30 10 10 0 0 50 00 0 0 VERTICAL DITCH C 10 0 10 0 0 THE CONCRETE CATCH CANOPY IS 1.20m. DETAIL 1 SECTION E D BAFFLE BLOCKS PLAN 150 500 150 150 10 10 0 0 30 0 10 DETAIL 1 INTO THE PRECAST CONC. SLAB(ONE PER PRECAST OF 1.0m.) DITCH CHECK BARRIER VERTICAL DITCH 150 150 SIDE DITCH 100 100 150 100 S S BAFFLE BLOCKS PLAN B DR-08 NOT TO SCALE 1 (M 50 IN ) 10 0 10 0 75 75 1 (M 50 IN ) 30 10 50 00 0 0 VERTICAL DITCH 10 0 0 75 0 10 STONE SHALL BE IN ACCORDANCE WITH ITEM 505 0 15 in.) (m 10 10 0 0 BERM DITCH 30 0 BERM DITCH TYPICAL VERTICAL DITCH DETAILS, TYPE DS(C)-Bc - DETAIL 1 DV(M)-E SECTION C DETAIL 2 DETAIL 2 DR-08 SCALE - 1:20 DR-08 SIDE DITCH TYPE DS(C)-Bb (FOR RECTANGULAR CONCRETE DITCH WITH SLOPE>4.0%) NOT TO SECTION D 00 BERM DITCH CATCH PIT, CB(m)-G 50 - TO SE C O N D G R O U P FIRST GROUP OF BOULDER BAFFLES SCALE DR-08 C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F SIDE DITCH TYPE DS(M)-Gb/Bb (FOR RECTANGULAR GROUTED RIPRAP DITCH WITH SLOPE>4.0%) NOT TO DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT DRAINAGE AND PROTECTION WORKS SIDE DITCH,BERM DITCH,VERTICAL DITCH,STEP CHANNEL SCALE SCALE AS SHOWN DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DS-08 DATE APPROVED DATE REVISED - - SIZE A1 REV. - 500 1000 1000 VARIES 500 500 700 2000 2 GUARDWALL BLOCK SCALE DS-09 500 1 1:20 0.5 SHOULDER 5 8 PERSPECTIVE SCALE DS-09 NTS SEE DETAIL SCALE 1:40 FOR MEDIUM TO SOFT SOIL FORMATION (H=900-3000) DESIGN SOIL BEARING CAPACITY = 132KPa (1.25T/FT ) c b 300mm THK. FILTER STONES (COARSE AGGREGATE NEAR OPENING) H/12 500 H/6 B a LEAN CONCRETE H/6 b 1000 3 DS-09 1000 1000 GROUND SURFACE GROUTED RIPRAP PROTECTION FOR SLOPE OF EMBANKMENT (TYPE R1) COMMON FILL 300 300mm THK. FILTER STONES (COARSE AGGREGATE NEAR OPENING) a 400 (MAXIMUM = 6000) H/6 H/12 1000 COMMON FILL 500 300 WEEPHOLES SPACED @ 1000 O.C. AND STAGGERED WEEPHOLES SPACED @ 1000 O.C. AND STAGGERED 1:5 (MAXIMUM=3000) ROCK BACKING H VARIES MFL NTS 1:5 500 A SC 300 :1 1.5 600 LE 450 BOULDERS SIZE MINIMUM 200mm MAXIMUM 500mm SCALE 450 BOULDERS SIZE MINIMUM 200mm MAXIMUM 500mm ROCK BACKING 1500 FRONT ELEVATION DS-09 a GROUND SURFACE b 1 H/6 WEEPHOLE PIPE 0.5 FOR MEDIUM SOIL FORMATION (H=3000-6000) DESIGN SOIL BEARING CAPACITY = 158KPa (1.50T/FT ) L = 560 (L = 500) 6 DS-09 N 3% 300 500 200 STONE MASONRY 100 ( TYPE II-A AND TYPE II-B ) 1090 S 250 O D D I N G SHOULDER WALL H (mm) 1000 SCALE CONC. COBBLE CONC. COBBLE 500 TOTAL VOLUME H N a b c B h CLASS "B" STONE CLASS "B" STONE 1000 0.3 300 50 300 435 202 0.31 0.05 0.31 0.07 0.06 0.80 2000 0.4 300 100 300 471 249 0.65 0.22 0.65 0.09 0.07 1.68 3000 0.4 300 100 300 471 249 0.97 0.32 0.97 0.09 0.07 2.42 4000 0.4 350 150 300 564 286 1.51 0.65 1.29 0.12 0.08 3.65 5000 0.5 350 150 300 547 324 1.96 0.84 1.68 0.13 0.07 4.68 6000 0.5 350 200 300 592 346 2.35 1.34 2.01 0.14 0.08 5.92 7000 0.5 350 200 300 592 346 2.60 1.51 2.33 0.14 0.08 6.66 MASONRY 1.50 1.00 ROCK BACKING NOTES: AT THE LOCATIONS SHOWN ON THE PLANS, NOT LESS THAN TWO CUBIC FEET OF ROCKS. BACKING SHALL BE PROVIDED AT EACH DSAIN OR WEEP HOLES TO INSURE PROPER OPERATION OF THE DSAIN. ROCK BACKING SHALL EXTENDED TO AT LEAST ONE FOOT ABOVE THE DSAIN 300 N.G.L. 7 400 C O N S U L T A N T S DS-09 GROUTED RIPRAP PROTECTION FOR SLOPE OF EMBANKMENT (TYPE R2) SCALE 1:40 SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - B=b+450+H/6 (mm) STONE MASONRY H/6 (mm) (m ) 900 - - 600 150 0.518 1500 238 300 1000 250 0.169 1800 375 450 1200 300 1.598 2100 513 600 1400 350 2.091 2400 650 750 1600 400 2.650 2700 788 900 1800 450 3.274 3000 925 1050 2000 500 3.963 3300 1063 1200 2200 550 4.716 3600 1200 1350 2400 600 5.535 4200 1475 1650 2800 700 7.368 4500 1613 1800 3000 750 8.381 4800 1750 1950 3200 800 9.460 5100 1888 2100 3400 850 10.604 5400 2025 2250 3600 900 11.813 5700 2163 2400 3800 950 13.086 6000 2300 2550 4000 1000 14.425 DSAIN OR WEEP HOLES SHALL BE PROVIDED IN SLOPE OF EMBANKMENT 500 STONE FOUNDATION (cu/m) b (mm) 1:50 500 SLOPE PROTECTION (cu/m) QUANTITIES OF STONE MASONRY FOR CUT WALL SLOPE (TYPE SM-B) a (mm) II-A TYPICAL SIDE SLOPE PROTECTION 500 DS-09 DIMENSION (mm) TYPE 1:50 4 FACTOR OF SAFETY AGAINST SLIDING NORMAL = 1.5 SEISMIC = 1.125 FACTOR OF SAFETY AGAINST OVERTURNING NORMAL = 2.00 SEISMIC = 1.50 WALL STABILITY: = 47 = 13 kN/m = varies = 11.31 B=0 Q = 1000 kPA DIMENSION FOR STONE MASONRY WALL 100 SCALE 1:100 300 STONE MASONRY FOR CUT, TYPE SM-B DS-09 3350 CARRIAGEWAY B COBBLE STONE FOR FOUNDATION 1 VARIES SHOULDER SCALE WALL STABILITY: = 30 = 13 kN/m = 26 kN/m = 11.31 B=0 Q = 400 kPA VARIES 100 250 0.30 500 CONCRETE FOUNDATION (CLASS B) h GROUTED LINED CANAL, TYPE 2b 1 WALL STABILITY: = 30 = 13 kN/m = 26 kN/m = 11.31 B=0 Q = 400 kPA STONE MASONRY TYPE II-A and TYPE II-B 200 250 500 3000 MAXIMUM 1.5% 1 2000 1000 SHLDS H = 7000 (MAX.) COBBLE STONE CONCRETE CLASS "B" 500 B DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - II-B DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT D E F SLOPE PROTECTION DETAILS SCALE AS SHOWN DRAWING STATUS FINAL DRAWING PROJECT CODE DRAWING NO. - DS-09 DATE APPROVED DATE REVISED - - SIZE A1 REV. - ELECTRICAL DRAWINGS DESIGN CRITERIA: LEGEND: 5 5 M6 J LUMINAIRE GENERAL NOTES: C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT DESIGN CRITERIA, LEGENDS, GENERAL NOTES & LUMINAIRES SPECS SCALE AS SHOWN DRAWING STATUS FINAL DRAWINGS PROJECT CODE DRAWING NO. - E-1 DATE APPROVED DATE REVISED - - SIZE A1 REV. - 1-197 1-196 1-198 1-199 1-200 1-201 1-202 1-203 1-204 1-205 1-206 1-195 1-207 1-208 1-209 1-194 1-193 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 6.0M-HT 0.8M-DOUBLE-ARM 17 17 0 68 ROADWAY LIGHTING LAYOUT STA. 7 + 700.000 - STA. 8 + 400.000 (LIGHTING STATIONS 1-193 - 1-209) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT ROADWAY LIGHTING LAYOUT STA. 7 + 700.000 - STA. 8 + 400.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. E-10 DATE APPROVED - DATE REVISED - SIZE A1 REV. - 1-210 1-211 1-212 1-213 1-214 1-215 1-216 1-217 1-218 1-219 1-220 1-221 1-222 1-223 1-224 1-225 1-227 1-226 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 6.0M-HT 0.8M-DOUBLE-ARM 18 18 0 70 ROADWAY LIGHTING LAYOUT STA. 8 + 400.000 - STA. 9 + 100.000 (LIGHTING STATIONS 1-210 - 1-227) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT ROADWAY LIGHTING LAYOUT STA. 8 + 400.000 - STA. 9 + 100.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. E-11 DATE APPROVED - DATE REVISED - SIZE A1 REV. - 1-228 1-229 1-230 1-231 1-232 1-233 1-234 1-235 1-236 1-237 1-238 1-239 1-240 1-241 1-242 1-243 1-244 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 6.0M-HT 0.8M-DOUBLE-ARM 17 17 0 70 ROADWAY LIGHTING LAYOUT STA. 9 + 100.000 - STA. 9 + 800.000 (LIGHTING STATIONS 1-228 - 1-244) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT ROADWAY LIGHTING LAYOUT STA. 9 + 100.000 - STA. 9 + 800.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. E-12 DATE APPROVED - DATE REVISED - SIZE A1 REV. - 1-250 1-251 1-252 1-253 1-254 1-255 1-256 1-249 1-257 1-258 1-248 1-259 1-247 1-260 1-246 1-261 1-245 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 6.0M-HT 0.8M-DOUBLE-ARM 17 17 0 70 ROADWAY LIGHTING LAYOUT STA. 9 + 800.000 - STA. 10 + 500.000 (LIGHTING STATIONS 1-245 - 1-261) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT ROADWAY LIGHTING LAYOUT STA. 9 + 800.000 - STA. 10 + 500.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. E-13 DATE APPROVED - DATE REVISED - SIZE A1 REV. - 1-267 1-269 1-268 1-270 1-271 1-272 1-273 1-274 1-275 1-266 1-276 1-265 1-277 1-264 1-278 1-263 1-279 1-262 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 6.0M-HT 0.8M-DOUBLE-ARM 18 18 0 62 ROADWAY LIGHTING LAYOUT STA. 10 + 500.000 - STA. 11 + 200.000 (LIGHTING STATIONS 1-262 - 1-279) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT ROADWAY LIGHTING LAYOUT STA. 10 + 500.000 - STA. 11 + 200.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. E-14 DATE APPROVED - DATE REVISED - SIZE A1 REV. - 1-280 1-284 1-283 1-282 1-281 1-285 1-286 1-287 1-288 1-289 1-290 1-291 1-292 1-293 1-294 1-295 1-296 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 6.0M-HT 0.8M-DOUBLE-ARM 17 17 0 70 ROADWAY LIGHTING LAYOUT STA. 11 + 200.000 - STA. 11 + 900.000 (LIGHTING STATIONS 1-280 - 1-296) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT ROADWAY LIGHTING LAYOUT STA. 11 + 200.000 - STA. 11 + 900.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. E-15 DATE APPROVED - DATE REVISED - SIZE A1 REV. - 1-297 1-302 1-301 1-300 1-299 1-298 1-304 1-303 1-305 1-306 1-307 1-308 1-309 1-310 1-311 1-312 1-313 1-314 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 6.0M-HT 0.8M-DOUBLE-ARM 18 18 0 70 ROADWAY LIGHTING LAYOUT STA. 11 + 900.000 - STA. 12 + 600.000 (LIGHTING STATIONS 1-297 - 1-314) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT ROADWAY LIGHTING LAYOUT STA. 11 + 900.000 - STA. 12 + 600.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. E-16 DATE APPROVED - DATE REVISED - SIZE A1 REV. - 1-315 1-316 1-317 1-318 1-319 1-320 1-321 1-322 1-323 1-324 1-325 1-326 1-327 1-328 1-329 1-330 1-331 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 3.0M-HT 1.5M-DOUBLE-ARM 17 17 0 70 ROADWAY LIGHTING LAYOUT STA. 12 + 600.000 - STA. 13 + 300.000 (LIGHTING STATIONS 1-315 - 1-331) 1-349 1-348 1-347 1-346 1-345 1-344 1-343 1-332 1-333 1-334 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 6.0M-HT 0.8M-DOUBLE-ARM 1-335 1-336 1-337 1-338 1-339 1-340 1-341 1-342 ROADWAY LIGHTING LAYOUT STA. 13 + 300.000 - STA. 14 + 000.000 18 18 0 66 (LIGHTING STATIONS 1-332 - 1-349) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT ROADWAY LIGHTING LAYOUT STA. 12 + 600.000 - STA. 14 + 000.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. E-17 DATE APPROVED - DATE REVISED - SIZE A1 REV. - 1-355 1-354 1-353 1-356 1-357 1-358 1-359 1-360 1-361 1-362 1-363 1-352 1-364 1-351 1-365 1-350 1-366 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 3.0M-HT 1.5M-DOUBLE-ARM 17 17 0 68 ROADWAY LIGHTING LAYOUT STA. 14 + 000.000 - STA. 14 + 700.000 (LIGHTING STATIONS 1-350 - 1-366) 1-384 1-383 1-382 1-381 1-380 1-379 1-367 1-368 1-369 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 6.0M-HT 0.8M-DOUBLE-ARM 1-370 1-371 1-372 1-373 1-374 1-375 1-377 1-376 1-378 ROADWAY LIGHTING LAYOUT STA. 14 + 700.000 - STA. 15 + 400.000 18 18 0 70 (LIGHTING STATIONS 1-367 - 1-384) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT ROADWAY LIGHTING LAYOUT STA. 14 + 000.000 - STA. 15 + 400.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. E-18 DATE APPROVED - DATE REVISED - SIZE A1 REV. - 1-385 1-386 1-387 1-388 1-389 1-390 1-391 1-392 1-393 1-394 1-002a CONSTRUCTION LIMIT 1-001a 1-003a 1-395 1-004a 1-396 1-397 1-398 1-399 1-400 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 3.0M-HT 1.5M-DOUBLE-ARM 16 16 4 64 ROADWAY LIGHTING LAYOUT STA. 15 + 400.000 - STA. 16 + 100.000 (LIGHTING STATIONS 1-385 - 1-400) 1-401 1-416 1-402 1-415 1-007a 1-403 1-005a 1-417 1-414 1-404 1-008a 1-405 1-006a 1-406 1-413 1-407 1-412 1-408 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 6.0M-HT 0.8M-DOUBLE-ARM 1-409 1-411 1-410 ROADWAY LIGHTING LAYOUT STA. 16 + 100.000 - STA. 16 + 800.000 17 17 4 64 (LIGHTING STATIONS 1-401 - 1-417) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT ROADWAY LIGHTING LAYOUT STA. 15 + 400.000 - STA. 16 + 800.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. E-19 DATE APPROVED - DATE REVISED - SIZE A1 REV. - 1-009a 1-418 1-419 1-420 1-421 1-422 1-423 1-424 1-425 1-426 1-427 1-428 1-010a 1-011a 1-012a 1-429 1-430 1-431 1-432 1-433 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 3.0M-HT 1.5M-DOUBLE-ARM 16 16 4 56 ROADWAY LIGHTING LAYOUT STA. 16 + 800.000 - STA. 17 + 500.000 (LIGHTING STATIONS 1-418 - 1-433) 1-434 1-435 1-436 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 6.0M-HT 0.8M-DOUBLE-ARM 1-437 1-438 1-439 1-440 1-441 1-442 1-443 1-444 1-445 1-446 1-447 1-448 1-449 1-013a 1-015a 1-014a 1-016a 1-450 ROADWAY LIGHTING LAYOUT STA. 17 + 500.000 - STA. 18 + 200.000 17 17 4 66 (LIGHTING STATIONS 1-434 - 1-450) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT ROADWAY LIGHTING LAYOUT STA. 16 + 800.000 - STA. 18 + 200.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. E-20 DATE APPROVED - DATE REVISED - SIZE A1 REV. - 1-451 1-452 1-453 1-454 1-455 1-457 1-456 1-458 1-459 1-460 1-461 1-462 1-463 1-464 1-465 1-466 1-467 1-468 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 6.0M-HT 0.8M-DOUBLE-ARM 18 18 0 68 ROADWAY LIGHTING LAYOUT STA. 18 + 200.000 - STA. 18 + 900.000 (LIGHTING STATIONS 1-451 - 1-468) 1-469 1-470 1-471 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 3.0M-HT 1.5M-DOUBLE-ARM 1-472 1-473 1-474 1-475 1-476 1-017a 1-019a 1-018a 1-020a 1-477 1-478 1-479 1-480 1-481 1-482 1-483 1-484 ROADWAY LIGHTING LAYOUT STA. 18+ 900.000 - STA. 19 + 600.000 16 16 4 62 (LIGHTING STATIONS 1-469 - 1-484) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT ROADWAY LIGHTING LAYOUT STA. 18 + 200.000 - STA. 19 + 600.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. E-21 DATE APPROVED - DATE REVISED - SIZE A1 REV. - 1-485 1-486 1-487 1-488 1-489 1-490 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 3.0M-HT 1.5M-DOUBLE-ARM 6 6 0 20 ROADWAY LIGHTING LAYOUT STA. 19 + 600.000 - STA. 19 + 826.284 (LIGHTING STATIONS 1-485 - 1-490) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT ROADWAY LIGHTING LAYOUT STA. 19 + 600.000 - STA. 19 + 826.284 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. E-22 DATE APPROVED - DATE REVISED - SIZE A1 REV. - 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 SPARE CONNECTING LINK FOR EMERGENCY ONLY 221 222 223 224 225 226 227 228 229 230 231 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-19 232 233 234 235 236 237 238 239 240 241 242 FEEDER-21 254 255 256 257 258 259 260 261 262 263 264 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-22 FEEDER-23 265 266 267 268 269 270 271 272 273 274 275 FEEDER-25 LOCATED AT STA 11+900 LOCATED AT STA 11+500 LOCATED AT STA 11+460 SPARE CONNECTING LINK FOR EMERGENCY ONLY END OF LINE 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-26, 22-120W LED IP67 POST LAMPS 276 277 278 279 280 281 282 283 284 285 286 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-24 LOCATED AT STA 11+060 LOCATED AT STA 11+020 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-25, 22-120W LED IP67 POST LAMPS END OF LINE LOCATED AT STA 10+620 LOCATED AT STA 10+680 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-24, 22-120W LED IP67 POST LAMPS END OF LINE LOCATED AT STA 10+180 LOCATED AT STA 10+140 SPARE CONNECTING LINK FOR EMERGENCY ONLY END OF LINE 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-23, 22-120W LED IP67 POST LAMPS 243 244 245 246 247 248 249 250 251 252 253 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-20 LOCATED AT STA 9+740 LOCATED AT STA 9+700 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-22, 22-120W LED IP67 POST LAMPS END OF LINE LOCATED AT STA 9+300 LOCATED AT STA 9+260 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-21, 22-120W LED IP67 POST LAMPS END OF LINE LOCATED AT STA 8+860 LOCATED AT STA 8+820 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-20, 22-120W LED IP67 POST LAMPS END OF LINE LOCATED AT STA 8+420 LOCATED AT STA 8+380 END OF LINE 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE LOCATED AT STA 7+980 FEEDER-19, 22-120W LED IP67 POST LAMPS FEEDER-27, 22-120W LED IP67 POST LAMPS 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL 287 288 289 290 291 292 293 294 295 296 297 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-26 FEEDER-27 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X LOCATED AT POST-204 STA 8+180 LOCATED AT POST-215 STA 8+620 LOCATED AT POST-226 STA 9+060 LOCATED AT POST-237 STA 9+500 LOCATED AT POST-248 STA 9+940 LOCATED AT POST-259 STA 10+380 LOCATED AT POST-270 STA 10+820 LOCATED AT POST-281 STA 11+060 LOCATED AT POST-292 STA 11+700 CLARK ELECTRIC CLARK ELECTRIC M 3P100AT 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT FEEDER-19 FEEDER-21 PROVISION (SIDE 1) S/WALK & B. LANE SP-PH-7 SYNCHRONYZING PANEL PROVISION (SIDE 2) S/WALK & B. LANE PROVISION (SIDE 2) S/WALK & B. LANE 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC FEEDER-20 PROVISION (SIDE1) S/WALK & B. LANE SYNCHRONYZING PANEL PROVISION (SIDE 2) S/WALK & B. LANE M G 45 45KVA 400V 3 60HZ 45 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT GENERATORS LIGHTING PANEL 45KVA 400V 3 60HZ 45 FEEDER-25 PLC PROVISION (SIDE1) S/WALK & B. LANE FEEDER-27 PROVISION (SIDE 1) S/WALK & B. LANE SYNCHRONYZING PANEL PROVISION (SIDE 2) S/WALK & B. LANE PROVISION (SIDE 2) S/WALK & B. LANE PROVISION (SIDE 2) S/WALK & B. LANE SPARE M 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC FEEDER-26 PROVISION (SIDE1) S/WALK & B. LANE PROVISION (SIDE 1) S/WALK & B. LANE PROVISION (SIDE 2) S/WALK & B. LANE SPARE M G 45 PROVISION (SIDE 1) S/WALK & B. LANE SP-PH-9 G LP-PH-7 18KAIC FEEDER-23 M G GENERATORS PROVISION (SIDE 2) S/WALK & B. LANE SPARE M G PROVISION (SIDE 1) S/WALK & B. LANE SP-PH-9 3P100AT 18KAIC 2P20AT FEEDER-24 PROVISION (SIDE 2) S/WALK & B. LANE 3P100AT 18KAIC FEEDER-22 PLC PROVISION (SIDE 1) S/WALK & B. LANE M 3P100AT 18KAIC 18KAIC PLC M 3P100AT 3P100AT 18KAIC CLARK ELECTRIC M G LP-PH-8 GENERATORS LIGHTING PANEL 45KVA 400V 3 60HZ 45 LP-PH-9 45 LIGHTING PANEL PH-7 (POWER HOUSE - 7) PH-8 (POWER HOUSE - 8) PH-9 (POWER HOUSE - 9) (LOCATED AT STA 8+620) (LOCATED AT STA 9+940) (LOCATED AT STA 11+060) RISER DIAGRAM C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT AS SHOWN PROJECT CODE F MAIN RISER DIAGRAM FINAL DRAWINGS DRAWING NO. E-25 D E DRAWING STATUS DATE APPROVED - DATE REVISED - SIZE A1 REV. - 320 321 322 323 324 325 326 327 328 329 330 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-28 331 332 333 334 335 336 337 338 339 340 341 FEEDER-30 353 354 355 356 357 358 359 360 361 362 363 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-31 FEEDER-32 364 365 366 367 368 369 370 371 372 373 374 FEEDER-34 LOCATED AT STA 15+840 LOCATED AT STA 15+460 LOCATED AT STA 15+420 SPARE CONNECTING LINK FOR EMERGENCY ONLY END OF LINE 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-35, 22-120W LED IP67 POST LAMPS 375 376 377 378 379 380 381 382 383 384 385 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-33 LOCATED AT STA 15+020 LOCATED AT STA 14+980 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-34, 22-120W LED IP67 POST LAMPS END OF LINE LOCATED AT STA 14+580 LOCATED AT STA 14+540 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-33, 22-120W LED IP67 POST LAMPS END OF LINE LOCATED AT STA 14+140 LOCATED AT STA 14+100 SPARE CONNECTING LINK FOR EMERGENCY ONLY END OF LINE 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-32, 22-120W LED IP67 POST LAMPS 342 343 344 345 346 347 348 349 350 351 352 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-29 LOCATED AT STA 13+700 LOCATED AT STA 13+660 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-31, 22-120W LED IP67 POST LAMPS END OF LINE LOCATED AT STA 13+260 LOCATED AT STA 13+220 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-30, 22-120W LED IP67 POST LAMPS END OF LINE LOCATED AT STA 12+ 820 LOCATED AT STA 12+780 309 310 311 312 313 314 315 316 317 318 319 SPARE CONNECTING LINK FOR EMERGENCY ONLY END OF LINE 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-29, 22-120W LED IP67 POST LAMPS FEEDER-36, 22-120W LED IP67 POST LAMPS 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL 386 387 388 389 390 391 392 393 394 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-35 1-004a 1-003a 1-002a 1-001a 298 299 300 301 302 303 304 305 306 307 308 LOCATED AT STA 12+380 LOCATED AT STA 12+340 END OF LINE 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE LOCATED AT STA 11+940 FEEDER-28, 22-120W LED IP67 POST LAMPS FEEDER-36 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X LOCATED AT POST-303 STA 12+140 LOCATED AT POST-314 STA 12+580 LOCATED AT POST-325 STA 13+020 LOCATED AT POST-336 STA 13+460 LOCATED AT POST-347 STA 13+900 LOCATED AT POST-358 STA 14+340 LOCATED AT POST-369 STA 14+780 LOCATED AT POST-380 STA 15+220 LOCATED AT POST-391 STA 15+660 CLARK ELECTRIC CLARK ELECTRIC M 3P100AT FEEDER-28 FEEDER-30 PROVISION (SIDE 1) S/WALK & B. LANE SP-PH-10 SYNCHRONYZING PANEL PROVISION (SIDE 2) S/WALK & B. LANE PROVISION (SIDE 2) S/WALK & B. LANE 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC FEEDER-29 PROVISION (SIDE1) S/WALK & B. LANE SYNCHRONYZING PANEL PROVISION (SIDE 2) S/WALK & B. LANE M G 45 45KVA 400V 3 60HZ 45 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT GENERATORS LIGHTING PANEL 45KVA 400V 3 60HZ 45 FEEDER-34 PLC PROVISION (SIDE1) S/WALK & B. LANE FEEDER-36 PROVISION (SIDE 1) S/WALK & B. LANE SYNCHRONYZING PANEL PROVISION (SIDE 2) S/WALK & B. LANE PROVISION (SIDE 2) S/WALK & B. LANE PROVISION (SIDE 2) S/WALK & B. LANE SPARE M 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC FEEDER-35 PROVISION (SIDE1) S/WALK & B. LANE PROVISION (SIDE 1) S/WALK & B. LANE PROVISION (SIDE 2) S/WALK & B. LANE SPARE M G 45 PROVISION (SIDE 1) S/WALK & B. LANE SP-PH-12 G LP-PH-10 18KAIC FEEDER-32 M G GENERATORS PROVISION (SIDE 2) S/WALK & B. LANE SPARE M G PROVISION (SIDE 1) S/WALK & B. LANE SP-PH-11 3P100AT 18KAIC 2P20AT FEEDER-33 PROVISION (SIDE 2) S/WALK & B. LANE 3P100AT 18KAIC FEEDER-31 PLC PROVISION (SIDE 1) S/WALK & B. LANE M 3P100AT 18KAIC 18KAIC PLC M 3P100AT 3P100AT 18KAIC CLARK ELECTRIC M G LP-PH-11 GENERATORS LIGHTING PANEL 45KVA 400V 3 60HZ 45 LP-PH-12 45 LIGHTING PANEL PH-10 (POWER HOUSE - 10) PH-8 (POWER HOUSE - 11) PH-12 (POWER HOUSE - 12) (LOCATED AT STA 12+580) LOCATED AT STA 13+900) (LOCATED AT STA 15+220) RISER DIAGRAM C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT AS SHOWN PROJECT CODE F MAIN RISER DIAGRAM FINAL DRAWINGS DRAWING NO. E-26 D E DRAWING STATUS DATE APPROVED - DATE REVISED - SIZE A1 REV. - FEEDER-39 SPARE CONNECTING LINK FOR EMERGENCY ONLY 429 430 431 432 443 434 435 436 437 438 439 440 441 442 443 444 445 SPARE CONNECTING LINK FOR EMERGENCY ONLY 446 447 448 449 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-40 FEEDER-41 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 477 478 479 480 481 482 483 484 485 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-44 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X 2P40AT IN NEMA-4X LOCATED AT POST-420 STA 16+920 LOCATED AT POST-429 STA 17+300 LOCATED AT POST-440 STA 17+740 LOCATED AT POST-(1-015a-1-016a) STA 18+140 LOCATED AT POST-460 STA 18+560 LOCATED AT POST-471 STA 19+000 LOCATED AT POST-480 STA 19+400 3P100AT FEEDER-37 PLC FEEDER-39 PROVISION (SIDE 1) S/WALK & B. LANE SP-PH-13 SYNCHRONYZING PANEL PROVISION (SIDE 2) S/WALK & B. LANE PROVISION (SIDE 2) S/WALK & B. LANE 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC PLC PROVISION (SIDE1) S/WALK & B. LANE FEEDER-42 PROVISION (SIDE 1) S/WALK & B. LANE SYNCHRONYZING PANEL PROVISION (SIDE 2) S/WALK & B. LANE PROVISION (SIDE 2) S/WALK & B. LANE 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT FEEDER-41 45 PROVISION (SIDE1) S/WALK & B. LANE FEEDER-45 PROVISION (SIDE 1) S/WALK & B. LANE SYNCHRONYZING PANEL PROVISION (SIDE 2) S/WALK & B. LANE PROVISION (SIDE 1) S/WALK & B. LANE PROVISION (SIDE 2) S/WALK & B. LANE SPARE PROVISION (SIDE 2) S/WALK & B. LANE M G 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC 2P20AT 2P20AT 5KAIC 5KAIC FEEDER-44 FEEDER-46 PROVISION (SIDE 1) S/WALK & B. LANE PROVISION (SIDE 2) S/WALK & B. LANE PROVISION (SIDE 2) S/WALK & B. LANE PROVISION (SIDE 2) S/WALK & B. LANE G GENERATORS LP-PH-14 45 PROVISION (SIDE 1) S/WALK & B. LANE SP-PH-15 G 45KVA 400V 3 60HZ FEEDER-43 PLC M GENERATORS LP-PH-13 LIGHTING PANEL 18KAIC 2P20AT M G 45 PROVISION (SIDE 2) S/WALK & B. LANE SPARE G 45KVA 400V 3 60HZ PROVISION (SIDE 1) S/WALK & B. LANE SP-PH-14 M GENERATORS 45 FEEDER-40 3P100AT 18KAIC 2P20AT FEEDER-38 M G 3P100AT 18KAIC 2P20AT LOCATED AT POST-488 STA 19+720 M 3P100AT 18KAIC 18KAIC 2P20AT M 3P100AT 3P100AT 18KAIC CLARK ELECTRIC M LOCATED AT STA 19+800 FEEDER-46 2P40AT IN NEMA-4X LOCATED AT POST-411 STA 16+500 CLARK ELECTRIC 486 487 488 489 490 SPARE CONNECTING LINK FOR EMERGENCY ONLY 2P40AT IN NEMA-4X M FEEDER-46 10-120W LED IP67 POST LAMPS FEEDER-45 LOCATED AT POST-400 STA 16+060 CLARK ELECTRIC LOCATED AT STA 19+640 LOCATED AT STA 19+600 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-45, 22-120W LED IP67 POST LAMPS END OF LINE LOCATED AT STA 19+220 LOCATED AT STA 19+200 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-43 END OF LINE 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-44, 22-120W LED IP67 POST LAMPS 466 467 468 469 470 471 472 473 474 475 476 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-42 LOCATED AT STA 18+800 LOCATED AT STA 18+760 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-43, 22-120W LED IP67 POST LAMPS END OF LINE LOCATED AT STA 18+360 LOCATED AT STA 18+320 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-42, 22-120W LED IP67 POST LAMPS END OF LINE LOCATED AT STA 17+980 LOCATED AT STA 17+940 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-41, 22-120W LED IP67 POST LAMPS END OF LINE LOCATED AT STA 17+540 LOCATED AT STA 17+500 426 427 428 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-38 END OF LINE 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE LOCATED AT STA 17+120 LOCATED AT STA 17+160 FEEDER-40, 22-120W LED IP67 POST LAMPS 1-020a 1-019a 1-018a 1-017a 415 416 417 418 419 420 421 422 423 424 425 END OF LINE END OF LINE LOCATED AT STA 16+680 LOCATED AT STA 16+720 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL 1-016a 1-015a 1-014a 1-013a 414 FEEDER-39, 22-120W LED IP67 POST LAMPS 1-012a 1-011a 1-010a 1-009a 406 407 408 409 410 411 412 413 SPARE CONNECTING LINK FOR EMERGENCY ONLY FEEDER-37 END OF LINE 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE FEEDER-38, 22-120W LED IP67 POST LAMPS 1-008a 1-007a 1-006a 1-005a 395 396 397 398 399 400 401 402 403 404 405 LOCATED AT STA 16+300 LOCATED AT STA 16+260 END OF LINE 50MM DIA PVC WITH 2-22SQMM THW/N + 1-8SQMM G, TYPICAL END OF LINE LOCATED AT STA 15+860 FEEDER-37, 22-120W LED IP67 POST LAMPS LIGHTING PANEL 45 45KVA 400V 3 60HZ 45 LP-PH-15 LIGHTING PANEL PH-10 (POWER HOUSE - 13) PH-8 (POWER HOUSE - 14) PH-12 (POWER HOUSE - 15) (LOCATED AT STA 16+500) (LOCATED AT STA 17+740) (LOCATED AT STA 19+080) RISER DIAGRAM C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT AS SHOWN PROJECT CODE F MAIN RISER DIAGRAM FINAL DRAWINGS DRAWING NO. E-27 D E DRAWING STATUS DATE APPROVED - DATE REVISED - SIZE A1 REV. - TYP. 12M LIGHT POST TYP. 12M LIGHT POST TYP. 12M LIGHT POST P L A N NOT TO SCALE NOTES: NOTES: P L A N NOT TO SCALE SECTION ELEVATION P L A N SECTION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE LIGHT POST CONCRETE FOUNDATION DETAILS (FOR 12M & 9M) C O N S U L T A N T S JUNCTION BOX DETAILS SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE SCALE DRAWING STATUS DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT PROJECT CODE DRAWING NO. DETAILS LIGHT POSTS, LIGHT POST CONCRETE FOUNDATION AND JUNCTION BOX - E-28 DATE APPROVED DATE REVISED AS SHOWN - FINAL DRAWINGS - SIZE A1 REV. - ELECTRICAL LOAD ANALYSIS & LOAD SCHEDULE C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT D E F ELECTRICAL LOAD ANALYSIS & LOAD SCHEDULE SCALE AS SHOWN DRAWING STATUS FINAL DRAWINGS PROJECT CODE DRAWING NO. - E-29 DATE APPROVED DATE REVISED - - SIZE A1 REV. - ELECTRICAL LOAD ANALYSIS & LOAD SCHEDULE C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT D E F ELECTRICAL LOAD ANALYSIS & LOAD SCHEDULE SCALE AS SHOWN DRAWING STATUS FINAL DRAWINGS PROJECT CODE DRAWING NO. - E-30 DATE APPROVED DATE REVISED - - SIZE A1 REV. - ELECTRICAL LOAD ANALYSIS & LOAD SCHEDULE TYPICAL FEEDERS 1 TO 45 (FEEDING 22 LED LUMINAIRES) PROVISION FOR SIDEWALK & BICYCLE LANE LIGHTINGS, 'SIDE 1' (POWER HOUSE 1 TO 15) PROVISION FOR SIDEWALK & BICYCLE LANE LIGHTINGS, 'SIDE 2' (POWER HOUSE 1 TO 15) PROVISION FOR SIDEWALK & BICYCLE LANE LIGHTINGS, 'SIDE 1 & 2' (POWER HOUSE 15 - CKT NoS. 5 TO 12) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT D E F ELECTRICAL LOAD ANALYSIS & LOAD SCHEDULE SCALE AS SHOWN DRAWING STATUS FINAL DRAWINGS PROJECT CODE DRAWING NO. - E-31 DATE APPROVED DATE REVISED - - SIZE A1 REV. - 1-192 1-191 1-190 1-189 1-175 1-188 1-176 1-187 1-177 1-186 1-178 1-185 1-179 1-184 1-180 1-183 1-181 1-182 PARTICULARS LIGHTING STATIONS (CLUSTERS) LIGHT POSTS, 12.0M-HT 3.0M-DOUBLE-ARM LIGHT POSTS, 12.0M-HT 3.0M-SINGLE-ARM LIGHT POSTS, 6.0M-HT 0.8M-DOUBLE-ARM 18 18 0 70 ROADWAY LIGHTING LAYOUT STA. 7 + 000.000 - STA. 7 + 700.000 (LIGHTING STATIONS 1-175 - 1-192) C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT TO NCC ACCESS ROAD SHEET CONTENT ROADWAY LIGHTING LAYOUT STA. 7 + 000.000 - STA. 7 + 700.000 SCALE AS SHOWN PROJECT CODE DRAWING STATUS FINAL DRAWINGS DRAWING NO. E-9 DATE APPROVED - DATE REVISED - SIZE A1 REV. - LANDSCAPE DRAWINGS 10.50m 10.50m 5.00m 3.60m 3.60m 5.00m WALK- BIKE- CARRIAGEWAYCARRIAGEWAY BIKE- WALK(3 LANES) (3 LANES) WAY WAY WAY WAY 2.50m PLANTING STRIP 2.50m PLANTING STRIP 1.50m PLANTING STRIP PEDESTRIAN CROSSING LA-3 5.00 TYPICAL PALM SPACING 4 LA-3 NEW CLARK CITY NEW CLARK CITY TYPICAL SEQUENCE OF PLANTING DESIGN PATTERNS TOWARDS CENTERLINE OF ROAD BLOCK LENGTH 10.00 10.00 PLANTING PLANTING DESIGN 2 DESIGN 1 PEDESTRIAN REFUGE 3 PACKAGE 3 - AIRPORT TO NEW CLARK CITY [KM. 1+500.00 TO KM. 16+000.00] ACCESS RAMP NEW CLARK CITY ACCESS RAMP PALM ROW TO SIGNAL INTERSECTION ROAD WIDTH CENTERLINE PEDESTRIAN CROSSING NEW CLARK CITY 3 1 NEW CLARK CITY NEW CLARK CITY 10.00 TYPICAL TREE SPACING 10.00 KEY PLAN OF PACKAGE 2 - AIRPORT-NCC ACCESS ROAD 2 68.00m AIRPORT-NEW CLARK CITY ACCESS ROAD 3.50m LANE 3.50m LANE 3.50m LANE LEVEL 0% 2.0 % 2.0 % 2.0 % 1.80m MEDIAN 20.00m LIGHT RAIL TRANSIT RIGHT-OF-WAY 3.50m LANE 3.50m LANE 3.50m LANE 2.50m GREEN 2.0 % 2.0 % 2.0 % LEVEL 0% 1.50m 3.60m BIKEWAY GREEN 5.00m SIDEWALK 6.50m RAIL RIGHT-OF-WAY 6.50m RAIL RIGHT-OF-WAY 5 LOT BOUNDARY NEW CLARK CITY 10.00 PAVING DESIGN 2 1:150M 2.50m GREEN 3.50m LANE 3.50m LANE 3.50m LANE LEVEL 0% 2.0 % 2.0 % 2.0 % LEVEL 0% 2.0 % 2.0 % 3.50m LANE 3.50m LANE 2.50m GREEN 2.0 % 2.0 % 2.0 % LEVEL 0% 0% 3 2.0 % LEVEL 0% 6.50m RAIL RIGHT-OF-WAY 2.0 % URBAN STREETSCAPE TYPICAL CROSS SECTION NEAR INTERSECTION 1:150M 48.00m VEHICULAR AND PEDESTRIAN ROAD RIGHT-OF-WAY 5.00m SIDEWALK NEW CLARK CITY 1.50m 3.60M GREEN BIKEWAY 2.50m GREEN 3.50m LANE 3.50m LANE 3.50m LANE 1.80m MEDIAN 3.50m LANE 3.50m LANE 20.00m LIGHT RAIL TRANSIT RIGHT-OF-WAY 3.50m LANE 2.50m GREEN SPACE FOR TRANSPORT STOP SHED LEVEL 0% 2.0 % LEVEL 0% 2.0 % 3.60m 1.50m BIKEWAY GREEN 5.00m SIDEWALK 6.50m RAIL RIGHT-OF-WAY 6.50m RAIL RIGHT-OF-WAY SPACE FOR TRANSPORT STOP SHED 2.0 % 2.0 % 2.0 % 2.0 % 0% 2.0 % 2.0 % LEVEL 0% 2.0 % LEVEL 0% 2.0 % 1 LA-5 TRACK CL 4 URBAN STREETSCAPE TYPICAL CROSS SECTION AT TRANSPORT STOP PROVISION 1 SUBMITTED BY 1:150M REVISIONS NEW CLARK CITY A CHECKED BY B APPROVED BY C - 6.50m RAIL RIGHT-OF-WAY 68.00m AIRPORT-NEW CLARK CITY ACCESS ROAD 1:500M DATE: 5.00m SIDEWALK 1 URBAN STREETSCAPE TYPICAL ROAD BLOCK LENGTH SITE DEVELOPMENT PLAN Urban Integrated Consultants, Inc. 1.50m 3.60m BIKEWAY GREEN TRACK CL LOT BOUNDARY PALM ROW TO SIGNAL INTERSECTION 3.50m LANE NEW CLARK CITY 10.00 TYPICAL 10.00 TREE SPACING 5.00 TYPICAL PALM SPACING 1.80m MEDIAN 20.00m LIGHT RAIL TRANSIT RIGHT-OF-WAY LOT BOUNDARY 1.50m 3.60M GREEN BIKEWAY 1 C O N S U L T A N T S URBAN STREETSCAPE TYPICAL CROSS SECTION 1 LOT BOUNDARY 10.00 TYPICAL TREE SPACING 5.00m SIDEWALK LA-2 1 2.0 % 48.00m VEHICULAR AND PEDESTRIAN ROAD RIGHT-OF-WAY 3 LA-2 LEVEL 0% 68.00m AIRPORT-NEW CLARK CITY ACCESS ROAD 1 LA-2 NEW CLARK CITY 2.0 % 2 4 4 2 0% ROAD LENGTH CENTERLINE NEW CLARK CITY TYP. SEQUENCE OF PAVING DESIGN PATTERNS FR. EDGE OF ROAD BLOCK LENGTH TOWARDS ROAD BLOCK LENGTH CENTERLINE 10.00 10.00 10.00 10.00 10.00 PAVING PAVING PAVING PAVING PAVING DESIGN 1 DESIGN 2 DESIGN 3 DESIGN 4 DESIGN 1 2.0 % TRACK CL NEW CLARK CITY LA-2 LEVEL 0% 2.0 % 10.00 PAVING DESIGN 3 NEXT PATTERN TO FIT TO REMAINING LENGTH BEFORE SPACE 10.00 PROVISION FOR PAVING TRANSPORT 20.00 DESIGN 4 STOP SHED SPACE PROVISION FOR TRANSPORT STOP SHED (VERIFY BCDA ARCHITECT FOR DESIGN OF SHED) PROPOSED LAY-BY FOR TRANSPORT STOP LA-2 NEW CLARK CITY INTERSECTION 2.50m GREEN NEW CLARK CITY 1 1.50m 3.60M GREEN BIKEWAY LOT BOUNDARY NEW CLARK CITY URBAN AREA TYPICAL ROAD BLOCK (VERIFY ROAD DESIGN ENGINEERING DRAWINGS FOR LENGTH OF EACH BLOCK) NEW CLARK CITY 48.00m VEHICULAR AND PEDESTRIAN ROAD RIGHT-OF-WAY 5.00m SIDEWALK NEW CLARK CITY 10.00 TYPICAL TREE SPACING 1 LOT BOUNDARY ROAD INTERSECTION 1.50m PLANTING STRIP 1.80m CENTER ISLAND 20.00m LIGHT RAIL RIGHT-OF-WAY EFREN L. DAVID ALBERTO C. CAÑETE RYAN PAUL S. GALURA JOVITO M. SUNGA PRESIDENT - UICI PROJECT MANAGER - UICI PROJECT MANAGER OIC - PMD DATE: - DATE: - DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT-NCC ACCESS ROAD SHEET CONTENT URBAN STREETSCAPE TYPICAL ROAD BLOCK LENGTH SITE DEVELOPMENT PLAN SCALE AS SHOWN PROJECT CODE - DRAWING STATUS FINAL DRAWINGS DRAWING NO. LA-1 DATE APPROVED DATE REVISED - - SIZE A1 REV. - 0.20 2.80 0.20 1.80 0.20 NEW CLARK CITY 0.20 2.80 0.20 1.80 0.20 1.50M-WIDE BIKEWAY PAVING MAINFIELD (COLORED ASPHALT FINISH, GREEN) 0.20M-WIDE BIKEWAY PAVING BANDING (PLAIN CONCRETE FINISH, 3000 PSI) 1.50M-WIDE BIKEWAY PAVING MAINFIELD (COLORED ASPHALT FINISH, GREEN) 0.20M-WIDE BIKEWAY PAVING BANDING (PLAIN CONCRETE FINISH, 3000 PSI) 1 4 0.20M-WIDE WALKWAY PAVING BANDING (0.20M X 0.20M & 0.20M X 0.40M TEXTURED HOMOGENOUS TILE FINISH, GRAY) 2.40 2.50 0.75 SQ.M. GRASS STRIPS "Paspalum cv." (FROG GRASS) TILE PAVING MAINFIELD (0.40M X 0.60M TEXTURED HOMOGENOUS TILE FINISH, DARK GRAY) 0.20 0.20 1.30 3 URBAN STREETSCAPE PAVING PATTERN 3 DETAILED PLAN 2 1:100M NOTE: PAVING DESIGN PATTERN 3 IS NEXT TO PAVING DESIGN PATTERN 2 TOWARDS ROAD BLOCK LENGTH CENTERLINE. NOTE: FOR BRIDGE WALKWAY/BIKEWAY, PAVING DESIGN WILL BE SAME AS STREETSCAPE PAVING PATTERN. HOWEVER, MATERIAL FINISH WILL BE STAMPED CONCRETE FINISH. GRASS STRIP SHALL BE ARTIFICIAL GRASS STRIP. 18° 4.20 18° 4 ± 0.00 0.17 ± 0.00 R6.0 0 1.50 RAMP DOWN RAMP DOWN +0.15M PLAIN CEMENT FINISH +0.15M 0.20 3.60 BIKEWAY 18° 6 R7.00 4.20 0.20 1.50 TILE PAVING MAINFIELD (0.20M X 0.20M HOMOGENOUS TILE FINISH, ALTERNATE BOND ARRANGEMENT, DARK GRAI) 0.20 1.50 1.50 PLANTING STRIP 0.20 0.20 1.50M-WIDE BIKEWAY PAVING MAINFIELD (COLORED ASPHALT FINISH, GREEN) 0.20M-WIDE BIKEWAY PAVING BANDING (PLAIN CONCRETE FINISH, 3000 PSI) 1.50M-WIDE BIKEWAY PAVING MAINFIELD (COLORED ASPHALT FINISH, GREEN) 0.20 1.80 CONCRETE PAVERS ON SAND SETTING PAVING MAINFIELD (0.125M X 0.368M PLANK PAVER, DARK GRAY, 3000 PSI) 0.20M-WIDE WALKWAY PAVING BANDING (0.20M X 0.20M & 0.20M X 0.40M TEXTURED HOMOGENOUS TILE FINISH, GRAY) 13.05 0.17 0.20 0.20M-WIDE BIKEWAY PAVING BANDING (PLAIN CONCRETE FINISH, 3000 PSI) CONCRETE PAVING MAINFIELD (PLAIN CONCRETE FINISH, 3000 PSI) 0.20 2.80 18° R7.00 0.20 4 CONCRETE PAVING BANDING (PLAIN CONCRETE FINISH, 3000 PSI) TILE PAVING MAINFIELD (0.20M X 0.20M HOMOGENOUS TILE FINISH, ALTERNATE BOND ARRANGEMENT, DARK GRAI) 0.20M-WIDE BIKEWAY PAVING BANDING (PLAIN CONCRETE FINISH, 3000 PSI) 4 0.20M-WIDE WALKWAY PAVING BANDING (0.20M X 0.20M & 0.20M X 0.40M TEXTURED HOMOGENOUS TILE FINISH, GRAY) 5.00 WALKWAY 4.60 CONCRETE PAVERS ON SAND SETTING PAVING MAINFIELD (0.125M X 0.368M PLANK PAVER, DARK GRAY, 3000 PSI) TILE PAVING MAINFIELD (0.40M X 0.60M TEXTURED HOMOGENOUS TILE FINISH, DARK GRAY) CONCRETE PAVING MAINFIELD (PLAIN CONCRETE FINISH, 3000 PSI) CONCRETE PAVING BANDING (PLAIN CONCRETE FINISH, 3000 PSI) 0.20 1 5.00 WALKWAY 4.60 0.20 0.20M-WIDE BIKEWAY PAVING BANDING (PLAIN CONCRETE FINISH, 3000 PSI) 10.00 0.20 1.30 0.20 4 3.30 NOTE: FOR BRIDGE WALKWAY/BIKEWAY, PAVING DESIGN WILL BE SAME AS STREETSCAPE PAVING PATTERN. HOWEVER, MATERIAL FINISH WILL BE STAMPED CONCRETE FINISH. GRASS STRIP SHALL BE ARTIFICIAL GRASS STRIP. 0.17 0.20 0.20 2 0.20 1.30 1.30 0.20 NEW CLARK CITY 0.17 0.20 0.20 0.20 0.20M-WIDE WALKWAY PAVING BANDING (0.20M X 0.20M & 0.20M X 0.40M TEXTURED HOMOGENOUS TILE FINISH, GRAY) 1:100M NOTE: PAVING DESIGN PATTERN 2 IS NEXT TO PAVING DESIGN PATTERN 1 TOWARDS ROAD BLOCK LENGTH CENTERLINE. 0.675 ROAD AND GUTTER 0.20 1.30 2 0.20 0.20 0.15M-HIGH X 0.0125M DEEP NEW CLARK CITY LETTERINGS CONCRETE INSET (ARIAL BLACK FONT STYLE, BLACK) URBAN STREETSCAPE PAVING PATTERN 2 DETAILED PLAN 2 PART OF CARRIAGEWAY 0.20 1.80 2 2.50 PLANTING STRIP 0.20 2.80 1.50 0.675 ROAD AND GUTTER 0.20 1.80 0.20 0 R6.0 2.50 PLANTING STRIP 0.15 CONCRETE PAVERS ON SAND SETTING PAVING MAINFIELD (0.125M X 0.368M PLANK PAVER, DARK GRAY, 3000 PSI) TILE PAVING MAINFIELD (0.40M X 0.60M TEXTURED HOMOGENOUS TILE FINISH, DARK GRAY) CONCRETE PAVING MAINFIELD (PLAIN CONCRETE FINISH, 3000 PSI) 2.80 0.20 0.17 PART OF CARRIAGEWAY 0.20 1.80 0.20M-WIDE WALKWAY PAVING BANDING (0.20M X 0.20M & 0.20M X 0.40M TEXTURED HOMOGENOUS TILE FINISH, GRAY) 1.80 10.00 10.00 3.60 BIKEWAY 4 10.00 1.30 0.20M-WIDE BIKEWAY PAVING BANDING (PLAIN CONCRETE FINISH, 3000 PSI) 1 3.30 1:100M NOTE: PAVING DESIGN PATTERN 1 ALWAYS STARTS AT INTERSECTION OF AIRPORT-NCC ROAD AND PERPENDICULAR ROAD OR AT END OF ROAD BLOCK LENGTH. NOTE: FOR BRIDGE WALKWAY/BIKEWAY, PAVING DESIGN WILL BE SAME AS STREETSCAPE PAVING PATTERN. HOWEVER, MATERIAL FINISH WILL BE STAMPED CONCRETE FINISH. GRASS STRIP SHALL BE ARTIFICIAL GRASS STRIP. 1.50 PLANTING STRIP 0.20 1.50M-WIDE BIKEWAY PAVING MAINFIELD (COLORED ASPHALT FINISH, GREEN) 0.20M-WIDE BIKEWAY PAVING BANDING (PLAIN CONCRETE FINISH, 3000 PSI) 1.50M-WIDE BIKEWAY PAVING MAINFIELD (COLORED ASPHALT FINISH, GREEN) 1.30 URBAN STREETSCAPE PAVING PATTERN 1 DETAILED PLAN 2 0.20M-WIDE BIKEWAY PAVING BANDING (PLAIN CONCRETE FINISH, 3000 PSI) ROAD LENGTH CENTERLINE 0.20 3.30 0.20 0.20 4 0.20 0.20 0.20M-WIDE WALKWAY PAVING BANDING (0.20M X 0.20M & 0.20M X 0.40M TEXTURED HOMOGENOUS TILE FINISH, GRAY) 0.20 2 0.75 SQ.M. GRASS STRIPS "Paspalum cv." (FROG GRASS) 2.50 0.20 0.20 2.40 0.20 1.30 1.30 NEW CLARK CITY CONCRETE PAVERS ON SAND SETTING PAVING MAINFIELD (0.125M X 0.368M PLANK PAVER, DARK GRAY, 3000 PSI) TILE PAVING MAINFIELD (0.40M X 0.60M TEXTURED HOMOGENOUS TILE FINISH, DARK GRAY) CONCRETE PAVING MAINFIELD (PLAIN CONCRETE FINISH, 3000 PSI) 1.80 NEW CLARK CITY 5.00 WALKWAY 0.20 4.60 0.20 1.20 0.10 0.10 0.20M-WIDE WALKWAY PAVING BANDING (0.20M X 0.20M & 0.20M X 0.40M TEXTURED HOMOGENOUS TILE FINISH, GRAY) 2.80 0.20 3.60 BIKEWAY 0.20M-WIDE BIKEWAY PAVING BANDING (PLAIN CONCRETE FINISH, 3000 PSI) 1 1.50 PLANTING STRIP 0.20 1.50M-WIDE BIKEWAY PAVING MAINFIELD (COLORED ASPHALT FINISH, GREEN) 0.20M-WIDE BIKEWAY PAVING BANDING (PLAIN CONCRETE FINISH, 3000 PSI) 1.50M-WIDE BIKEWAY PAVING MAINFIELD (COLORED ASPHALT FINISH, GREEN) 0.20 5.00 WALKWAY 4.60 0.20 0.20M-WIDE BIKEWAY PAVING BANDING (PLAIN CONCRETE FINISH, 3000 PSI) 0.20 4 0.20 1.50 PLANTING STRIP 0.20 2.50 PLANTING STRIP 0.17 2 4 INTERSECTION POINT OF ROAD 2 AND PERPENDICULAR ROAD 1 0.20 0.675 ROAD AND GUTTER 0.20 1.80 1.50 0.20 1.30 1.50 0.20 1.30 PART OF CARRIAGEWAY 0.20 1.80 1.50 0.675 ROAD AND GUTTER 0.20 10.00 10.00 2.80 1.50 3.60 BIKEWAY 2.50 PLANTING STRIP PART OF CARRIAGEWAY 0.20 1.80 1.50 2.50 PLANTING PLANTING PART OF 5.00 3.60 STRIP STRIP CARRIAGEWAY WALKWAY BIKEWAY 4.60 0.20 0.675 0.10 1.50 1.50 ROAD AND GUTTER 0.10 0.20 1.20 0.20 0.20 0.20 0.17 10.00 1.30 0.20 3.30 0.20 2.80 0.20 1.80 0.20 0.20 1.80 0.20 2.80 0.20 1.80 0.20 1.30 0.20 1.30 0.20 1.80 0.20 2.80 0.20 1.80 1.30 0.20M-WIDE WALKWAY PAVING BANDING (0.20M X 0.20M & 0.20M X 0.40M TEXTURED HOMOGENOUS TILE FINISH, GRAY) VERIFY PAVING DESIGN PATTERN NUMBER 19.80 VERIFY PAVING DESIGN PATTERN NUMBER 1.30 10.00 4 5 URBAN STREETSCAPE PAVING PATTERN 4 DETAILED PLAN 2 SPACE FOR TRANSPORT STOP SHED PAVING DESIGN DETAILED PLAN 2 1:100M NOTE: PAVING DESIGN PATTERN 4 IS NEXT TO PAVING DESIGN PATTERN 3 TOWARDS ROAD BLOCK LENGTH CENTERLINE. 1:100M NOTE: TRANSPORT STOP SHED DESIGN BY BCDA ARCHITECT. NOTE: FOR BRIDGE WALKWAY/BIKEWAY, PAVING DESIGN WILL BE SAME AS STREETSCAPE PAVING PATTERN. HOWEVER, MATERIAL FINISH WILL BE STAMPED CONCRETE FINISH. GRASS STRIP SHALL BE ARTIFICIAL GRASS STRIP. C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY Urban Integrated Consultants, Inc. B APPROVED BY C DATE: - EFREN L. DAVID ALBERTO C. CAÑETE RYAN PAUL S. GALURA JOVITO M. SUNGA PRESIDENT - UICI PROJECT MANAGER - UICI PROJECT MANAGER OIC - PMD DATE: - DATE: - DATE: - D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT-NCC ACCESS ROAD SHEET CONTENT URBAN STREETSCAPE TYPICAL WALKWAY AND BIKEWAY PAVING DETAILED PLANS SCALE AS SHOWN PROJECT CODE - DRAWING STATUS FINAL DRAWINGS DRAWING NO. LA-2 DATE APPROVED DATE REVISED - - SIZE A1 REV. - 5.00 2.00 PLANTING STRIP 1.80 PLANTING STRIP 55 PCS.-"Hymenocallis littoralis" (SPIDERLILY) 0.50m.ht. @ 0.30m.o.c. 24 PCS.-"Calathea lutea" (CIGAR PLANT) 0.75m.ht. @ 0.40m.o.c. 1 PC.-"Bucida philippinensis" (PHILIPPINE TALISAY) 3.0m.ht. as shown PROPOSED LAY-BY FOR TRANSPORT STOP PATTERN 1 URBAN STREETSCAPE PLANTING PLAN 3 1 PC.-"Cassia philippinensis" (PALAWAN CHERRY) 2.5m.ht. as shown 3 1 PC.-"Livistonia philippinensis" or 1 PC.-"Alstonia scholaris" (ANAHAW) (DITA) 5.0m.ht. as shown 3.5m.ht. as shown 1 PC.-"Alstonia scholaris" (DITA) 3.5m.ht. as shown 1:100M 55 PCS.-"Bougainvillea 'Mary Palmer"" (FUSCHIA BOUGAINVILLEA) 0.40m.ht. @ 0.30m.o.c. 100 PCS.-"Iris pseudacorus" (YELLOW IRIS) 0.40m.ht. @ 0.20m.o.c. 3 1:100M UTILITIES LEGEND LAMP POST QUICK COUPLER 3 1:100M NOTE: PLANTING DESIGN PATTERN 3 FOLLOWS PLANTING DESIGN PATTERN 2 TOWARDS CENTER OF ROAD BLOCK LENGTH AND/OR ROAD INTERSECTION. REVISIONS CHECKED BY B APPROVED BY C - EFREN L. DAVID ALBERTO C. CAÑETE RYAN PAUL S. GALURA JOVITO M. SUNGA PRESIDENT - UICI PROJECT MANAGER - UICI PROJECT MANAGER OIC - PMD DATE: - DATE: - 5.00 40 PCS.-"Crinum xanthophyllum" (YELLOW CRINUM) 0.60m.ht. @ 0.30m.o.c. 1 PC.-"Livistonia philippinensis" or 1 PC.-"Alstonia scholaris" (ANAHAW) (DITA) 5.0m.ht. as shown 3.5m.ht. as shown 10.00 5.00 5.00 100 PCS.-"Ipomoea pes-caprae" (BEACH KANGKONG) 0.60m.long @ 0.20m.o.c. 185 PCS.-"Arachis pintoi" (PEANUT PLANT) 0.15m.ht. @ 0.15m.o.c. 30 PCS.-"Calathea lutea" (CIGAR PLANT) 0.75m.ht. @ 0.40m.o.c. 40 PCS.-"Crinum xanthophyllum" (YELLOW CRINUM) 0.60m.ht. @ 0.30m.o.c. 88 PCS.-"Ipomoea pes-caprae" (BEACH KANGKONG) 0.60m.long @ 0.20m.o.c. 88 PCS.-"Iris pseudacorus" (YELLOW IRIS) 0.40m.ht. @ 0.20m.o.c. DATE: - 44 PCS.-"Philodendron selloum" (SELLOUM) 0.60m.ht. @ 0.30m.o.c. 1 PC.-"Bucida philippinensis" (PHILIPPINE TALISAY) 3.0m.ht. as shown PATTERN 3 URBAN STREETSCAPE PLANTING PLAN 5 RESPECTIVE ENGINEERING TRADE TO VERIFY AND COORDINATE FINAL LOCATIONS AND SPECIFICATIONS OF FIXTURES WITH LANDSCAPE ARCHITECT. 170 PCS.-"Arachis pintoi" (PEANUT PLANT) 0.15m.ht. @ 0.15m.o.c. NEW CLARK CITY A DATE: 24 PCS.-"Calathea lutea" (CIGAR PLANT) 0.75m.ht. @ 0.40m.o.c. 1.50 PLANTING STRIP NEW CLARK CITY 1 PC.-"Bucida philippinensis" (PHILIPPINE TALISAY) 3.0m.ht. as shown DIRECTION OF DRAIN 165 PCS.-"Arachis pintoi" (PEANUT PLANT) 0.15m.ht. @ 0.15m.o.c. 2.00 PLANTING STRIP 44 PCS.-"Hymenocallis littoralis" (SPIDERLILY) 0.50m.ht. @ 0.30m.o.c. 44 PCS.-"Alocasia odorata" (ELEPHANT EAR) 0.60m.ht. @ 0.30m.o.c. NOTE: LOCATIONS OF FIXTURES ARE INDICATIVE TO CONVEY INTENT OF DESIGN. SEE TECHNICAL SPECIFICATIONS FOR PROPOSED FIXTURE DETAILS. CORRESPONDING CENTER ISLAND 88 PCS.-"Ipomoea pes-caprae" (BEACH KANGKONG) 0.60m.long @ 0.20m.o.c. 1.50 PLANTING STRIP 30.00 PEDESTRIAN LAMP POST TYPICAL SPACING APPLY TYPICAL ROAD INTERSECTION PLANTING DESIGN 1 APPLY TYPICAL SEQUENCE OF PLANTING DESIGN PATTERNS TOWARDS CENTERLINE OF ROAD BLOCK LENGTH AND/OR ROAD INTERSECTION NEW CLARK CITY ROAD WIDTH CENTERLINE 55 PCS.-"Alocasia odorata" (ELEPHANT EAR) 0.60m.ht. @ 0.30m.o.c. 88 PCS.-"Wedelia trilobata" (WEDELIA) 0.25m.ht. @ 0.20m.o.c. STREETSCAPE TYPICAL ROAD BLOCK LENGTH PLANTING AND UTILITIES PLAN 1:100M NOTE: PLANTING DESIGN PATTERN 2 FOLLOWS PLANTING DESIGN PATTERN 1 TOWARDS CENTER OF ROAD BLOCK LENGTH AND/OR ROAD INTERSECTION. 1 PC.-"Alstonia scholaris" (DITA) 3.5m.ht. as shown 5.00 SUBMITTED BY Urban Integrated Consultants, Inc. 40 PCS.-"Alocasia odorata" (ELEPHANT EAR) 0.60m.ht. @ 0.30m.o.c. 10.00 5.00 55 PCS.-"Philodendron selloum" (SELLOUM) 0.60m.ht. @ 0.30m.o.c. NEW CLARK CITY 3 2.00 PLANTING STRIP NEW CLARK CITY 30.00 QUICK COUPLER VALVE TYPICAL SPACING 10.00 TYPICAL TREE SPACING 10.00 4.90 5.00 5.00 5.00 5.00 TYPICAL PALM ROW TO SIGNAL INTERSECTION 10.00 TREE SPACING NEW CLARK CITY 30.00 QUICK COUPLER VALVE TYPICAL SPACING NEW CLARK CITY T-ROAD INTERSECTION STREETSCAPE ROAD INTERSECTION PLANTING PLAN 2 5.00 40 PCS.-"Bougainvillea 'Mary Palmer"" (FUSCHIA BOUGAINVILLEA) 0.40m.ht. @ 0.30m.o.c. PATTERN 2 URBAN STREETSCAPE PLANTING PLAN 4 CORRESPONDING CENTER ISLAND 88 PCS.-"Iris pseudacorus" (YELLOW IRIS) 0.40m.ht. @ 0.20m.o.c. 100 PCS.-"Iris pseudacorus" (YELLOW IRIS) 0.40m.ht. @ 0.20m.o.c. D E F 44 PCS.-"Costus spectabilis" (RED COSTUS) 0.40m.ht. @ 0.30m.o.c. NEW CLARK CITY C O N S U L T A N T S 88 PCS.-"Ipomoea pes-caprae" (BEACH KANGKONG) 0.60m.long @ 0.20m.o.c. 1:100M NOTE: PLANTING DESIGN PATTERN 1 ALWAY STARTS AT INTERSECTION OF AIRPORT-NCC ROAD AND PERPENDICULAR ROAD OR AT END OF ROAD BLOCK LENGTH AND/OR ROAD INTERSECTION. NEW CLARK CITY 2 LA-3 170 PCS.-"Arachis pintoi" (PEANUT PLANT) 0.15m.ht. @ 0.15m.o.c. NEW CLARK CITY NEW CLARK CITY 2.0 SQ.M.-"Paspalum cv." (FROG GRASS) SODDED 3 44 PCS.-"Philodendron selloum" (SELLOUM) 0.60m.ht. @ 0.30m.o.c. INTERSECTION POINT OF ROAD 2 AND PERPENDICULAR ROAD ROAD LENGTH CENTERLINE LA-3 55 PCS.-"Crinum xanthophyllum" (YELLOW CRINUM) 0.50m.ht. @ 0.30m.o.c. 1 PC.-"Bucida philippinensis" (PHILIPPINE TALISAY) 3.0m.ht. as shown 1.80 PLANTING STRIP NEW CLARK CITY NEW CLARK CITY 4 100 PCS.-"Wedelia trilobata" (WEDELIA) 0.25m.ht. @ 0.20m.o.c. NEW CLARK CITY 5 5.00 NEW CLARK CITY 40 PCS.-"Philodendron selloum" (SELLOUM) 0.60m.ht. @ 0.30m.o.c. LA-3 10.00 5.00 1.50 PLANTING STRIP 44 PCS.-"Crinum xanthophyllum" (YELLOW CRINUM) 0.50m.ht. @ 0.30m.o.c. 2.5 SQ.M.-"Paspalum cv." (FROG GRASS) SODDED 40 PCS.-"Crinum xanthophyllum" (YELLOW CRINUM) 0.60m.ht. @ 0.30m.o.c. 30 PCS.-"Calathea lutea" (CIGAR PLANT) 0.75m.ht. @ 0.40m.o.c. 1.50 PLANTING STRIP 44 PCS.-"Costus spectabilis" (RED COSTUS) 0.40m.ht. @ 0.30m.o.c. 3 6 1.80 PLANTING STRIP 55 PCS.-"Bougainvillea 'Mary Palmer"" (FUSCHIA BOUGAINVILLEA) 0.40m.ht. @ 0.30m.o.c. 100 PCS.-"Wedelia trilobata" (WEDELIA) 0.25m.ht. @ 0.20m.o.c. CORRESPONDING CENTER ISLAND 5.00 1 PC.-"Livistonia philippinensis" or 1 PC.-"Alstonia scholaris" (ANAHAW) (DITA) 5.0m.ht. as shown 3.5m.ht. as shown 100 PCS.-"Iris pseudacorus" (YELLOW IRIS) 0.40m.ht. @ 0.20m.o.c. 55 PCS.-"Philodendron selloum" (SELLOUM) 0.60m.ht. @ 0.30m.o.c. 2.0 SQ.M.-"Paspalum cv." (FROG GRASS) SODDED NEW CLARK CITY 88 PCS.-"Iris pseudacorus" (YELLOW IRIS) 0.40m.ht. @ 0.20m.o.c. 1 PC.-"Alstonia scholaris" (DITA) 3.5m.ht. as shown 10.00 5.00 100 PCS.-"Ipomoea pes-caprae" (BEACH KANGKONG) 0.60m.long @ 0.20m.o.c. 12 PCS.-"Hymenocallis littoralis" (SPIDERLILY) 0.50m.ht. @ 0.30m.o.c. 40 PCS.-"Hymenocallis littoralis" (SPIDERLILY) 0.50m.ht. @ 0.30m.o.c. 88 PCS.-"Wedelia trilobata" (WEDELIA) 0.25m.ht. @ 0.20m.o.c. 24 PCS.-"Calathea lutea" (CIGAR PLANT) 0.75m.ht. @ 0.40m.o.c. NEW CLARK CITY NEW CLARK CITY 30.00 QUICK COUPLER VALVE TYPICAL SPACING 10.00 TYPICAL TREE SPACING 10.00 NEW CLARK CITY 10.00 TYPICAL TREE SPACING 1 PC.-"Livistonia philippinensis" or 1 PC.-"Alstonia scholaris" (ANAHAW) (DITA) 5.0m.ht. as shown 3.5m.ht. as shown 1 PC.-"Alstonia scholaris" (DITA) 3.5m.ht. as shown NEW CLARK CITY NEW CLARK CITY 40 PCS.-"Bougainvillea 'Mary Palmer"" (FUSCHIA BOUGAINVILLEA) 0.40m.ht. @ 0.30m.o.c. 5.00 88 PCS.-"Ipomoea pes-caprae" (BEACH KANGKONG) 0.60m.long @ 0.20m.o.c. 30.00 PEDESTRIAN LAMP POST TYPICAL SPACING 5.00 5.00 5.00 5.00 4.90 PALM ROW TO SIGNAL INTERSECTION 30.00 QUICK COUPLER VALVE TYPICAL SPACING NEW CLARK CITY NEW CLARK CITY CORRESPONDING CENTER ISLAND 2.00 PLANTING STRIP 1.50m PLANTING STRIP 40 PCS.-"Philodendron selloum" (SELLOUM) 0.60m.ht. @ 0.30m.o.c. LA-3 LA-3 2.50m PLANTING STRIP NEW CLARK CITY ROAD URBAN AREA TYPICAL ROAD BLOCK INTER(VERIFY ROAD DESIGN ENGINEERING DRAWINGS FOR LENGTH OF EACH BLOCK) SECTION NEXT PATTERN NEXT PATTERN TO FIT TO TO FIT TO TYPICAL SEQUENCE OF PLANTING DESIGN PATTERNS TYPICAL SEQUENCE OF PLANTING DESIGN PATTERNS REMAINING LENGTH REMAINING LENGTH TOWARDS CENTERLINE OF ROAD BLOCK LENGTH TOWARDS CENTERLINE OF ROAD BLOCK LENGTH BEFORE SPACE BEFORE SPACE AND/OR ROAD INTERSECTION AND/OR ROAD INTERSECTION 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 PROVISION FOR PROVISION FOR 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 PLANTING PLANTING PLANTING PLANTING PLANTING PLANTING PLANTING PLANTING TRANSPORT TRANSPORT PLANTING PLANTING PLANTING PLANTING PLANTING PLANTING PLANTING PLANTING DESIGN 1 DESIGN 2 DESIGN 3 DESIGN 4 DESIGN 1 DESIGN 2 DESIGN 3 DESIGN 4 STOP SHED STOP SHED DESIGN 4 DESIGN 3 DESIGN 2 DESIGN 1 DESIGN 4 DESIGN 3 DESIGN 2 DESIGN 1 20.00 SPACE PROVISION FOR 30.00 TRANSPORT STOP SHED 30.00 PEDESTRIAN LAMP POST (VERIFY BCDA ARCHITECT PEDESTRIAN LAMP POST TYPICAL SPACING FOR DESIGN OF SHED) TYPICAL SPACING 1.50m PLANTING STRIP 1.80m CENTER ISLAND CORRESPONDING CENTER ISLAND 1.80 PLANTING STRIP 2.50m PLANTING STRIP 20.00m LIGHT RAIL RIGHT-OF-WAY 1.80 PLANTING STRIP 10.50m 10.50m 5.00m 3.60m 3.60m 5.00m WALK- BIKE- CARRIAGEWAYCARRIAGEWAY BIKE- WALK(3 LANES) (3 LANES) WAY WAY WAY WAY PATTERN 4 URBAN STREETSCAPE PLANTING PLAN 6 3 DATE 1:100M NOTE: PLANTING DESIGN PATTERN 4 FOLLOWS PLANTING DESIGN PATTERN 3 TOWARDS CENTER OF ROAD BLOCK LENGTH AND/OR ROAD INTERSECTION. PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT-NCC ACCESS ROAD SHEET CONTENT URBAN STREETSCAPE TYPICAL ROAD BLOCK LENGTH PLANTING AND UTILITIES PLAN SCALE AS SHOWN PROJECT CODE - DRAWING STATUS FINAL DRAWINGS DRAWING NO. LA-3 DATE APPROVED DATE REVISED - - SIZE A1 REV. - 0.10 0.10 0.10 10MM SQUARE BAR RAIL MEMBERS, WELDED, PAINTED FINISH, BLACK 2.00 1.80 3.60 BIKEWAY REINFORCED CONCRETE, PLAIN CEMENT FINISH, 3000 PSI MIN. VERIFY FINISH AT PAVING DETAILED PLANS 0.20 PAVING BANDING 1.50 PAVING MAINFIELD 0.10 REINFORCED CONCRETE, PLAIN CEMENT FINISH, 3000 PSI MIN.ASPHALT ON COLORED AGGREGATE BASE, GREEN COLOR VERIFY LENGTH AND LOCATION OF ACCESS RAMPS AT PAVING PATTERN PLANS PART OF WALKWAY/ BIKEWAY PART OF CARRIAGEWAY 0.20M X 0.20M ROAD TEXTURED HOMOGENOUS GUTTER TILE FINISH, DARK GRAY 0.20 ALTERNATING RUNNING BOND PAVING ARRANGEMENT BANDING PLAIN CEMENT FINISH, 3000 PSI MIN. FILLET EDGE .01 R0 VERIFY LENGTH AND LOCATION OF ACCESS RAMPS AT PAVING PATTERN PLANS 0.20 PAVING BANDING 0.20 PAVING BANDING ACCESS RAMP DETAILED SECTION (FOR 1.00M TO 1.85M IN LENGTH) 4 1:20M 1:20M PART OF CARRIAGEWAY 0.20M X 0.20M ROAD TEXTURED HOMOGENOUS GUTTER TILE FINISH, DARK GRAY 0.20 ALTERNATING RUNNING BOND PAVING ARRANGEMENT BANDING PLAIN CEMENT FINISH, 3000 PSI MIN. FILLET EDGE .01 R0 0.025 4 ACCESS RAMP DETAILED SECTION (FOR 1.850M IN LENGTH & ABOVE) 4 ROADSIDE RAILING GENERAL DETAILS VERIFY LENGTH AND LOCATION OF ACCESS RAMPS AT PAVING PATTERN PLANS PART OF WALKWAY/ BIKEWAY 0.20 PAVING BANDING 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 4 1:20M 0.075 TO 0.15 0.025 0.20 PAVING BANDING 7 BIKEWAY DETAILED SECTION 4 1:20M PART OF WALKWAY/ BIKEWAY 3 2 WALKWAY DETAILED SECTION 4 0.10 0.075 TO 0.15 1 2.00 1.80 10MM SQUARE BAR RAIL MEMBERS AND POSTS, WELDED PAINTED FINISH, BLACK 0.05 VERIFY FINISH AT PAVING DETAILED PLANS 0.20 PAVING BANDING 1.50 PAVING MAINFIELD 0.10 0.20 PAVING BANDING 4.60 PAVING MAINFIELD VERIFY FINISH AT PAVING DETAILED PLANS 0.20 PAVING BANDING 1.00 0.90 5.00 WALKWAY 0.20 PAVING BANDING 10MM SQUARE BAR RAIL POST SQUARE GRID, WELDED, PAINTED FINISH, BLACK 1:20M 10MM SQUARE BAR RAIL MEMBERS, WELDED, PAINTED FINISH, BLACK 0.20 10MM SQUARE BAR RAILING SUPPORT RECTANGULAR GRID, WELDED, PAINTED FINISH, BLACK 0.20M X 0.20M TEXTURED HOMOGENOUS TILE FINISH, DARK GRAY ALTERNATING RUNNING BOND 0.10 VERIFY PAVING PATTERN PLANS FOR WIDTH OF LAY-BY ROAD PART OF GUTTERCARRIAGEWAY DOUBLE ROW OF 10MM SQUARE BAR PAINTED FINISH, BLACK 1.00 0.90 R LAY- BY PAVING FINISH (VERIFY ENGINEERING PLANS) 0.15 FILLET EDGE .01 R0 .01 6 PEDESTRIAN REFUGE DETAILED SECTION 4 C O N S U L T A N T S DESIGN OF RAIL POST (REFER TO ENGINEERING DRAWINGS) 8 LAY-BY DETAILED SECTION 4 1:20M REVISIONS A CHECKED BY B APPROVED BY C DATE: - EFREN L. DAVID ALBERTO C. CAÑETE RYAN PAUL S. GALURA JOVITO M. SUNGA PRESIDENT - UICI PROJECT MANAGER - UICI PROJECT MANAGER OIC - PMD DATE: - DATE: - DATE: - 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.03 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.03 BRIDGE RAILING GENERAL DETAILS 4 1:20M SUBMITTED BY Urban Integrated Consultants, Inc. DESIGN OF TOP RAIL (REFER TO ENGINEERING DRAWINGS) 0.10 PAVING FINISH (VERIFY PAVING DESIGN PLANS) FILLET EDGE 1 0.0 0.05 5 2.00 1.80 0.10 PART OF WALKWAY/ BIKEWAY 0.03 0.03 0.15 R0 PLAIN CEMENT FINISH, 3000 PSI MIN. 0.20 BANDING 0.15 0.20 BANDING FILLET EDGE PART OF ROAD CARRIAGEWAY GUTTER CENTER ISLAND 0.03 PART OF CARRIAGEWAY ROAD GUTTER D E F DATE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD PACKAGE 3 - AIRPORT-NCC ACCESS ROAD SHEET CONTENT URBAN STREETSCAPE HARSCAPE COMPONENTS DETAILED SECTIONS 1:20M SCALE AS SHOWN PROJECT CODE - DRAWING STATUS FINAL DRAWINGS DRAWING NO. LA-4 DATE APPROVED DATE REVISED - - SIZE A1 REV. - MISCELLANEOUS C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT AS SHOWN PROJECT CODE F PROJECT SIGNBOARD FINAL DRAWINGS DRAWING NO. M-1 D E DRAWING STATUS DATE APPROVED - DATE REVISED - SIZE A1 REV. - AURORA PANGASINAN CHEZIA RIE GEN. MERCHANDIZE San Bartolome, Mayantoc Boulders Quantity: Unlimited SUMAKBAW RIVER Pias, General Tinio Boulders, gravel, sand Quantity: Unlimited NEW CLARK CITY NUEVA ECIJA TARLAC CALUMPANG PIT Calumpang, Mabalacat Common borrow, clay TOKWING CONSTRUCTION Carmencita, Floridablanca Fine aggregate Quantity: Unlimited ZAMBALES JAGAL AGGREGATES CORPORATION Sapang Bayabas, Floridablanca Base, subbase, concrete aggregate Quantity: Unlimited D' PRIME ROCK CRUSHING PLANT Palacol, San Jose, Floridablanca Base, subbase, concrete aggregate Quantity: Unlimited ROCK-MIX, INCORPORATED Talisay River, Pilar Base, subbase, concrete aggregate Quantity: Unlimited NUEVA ECIJA PAMPANGA TAI PHIL SAND QUARRY Gumain River, Apalit, Floridablanca Fine aggregate Quantity: Unlimited ACCUMEN CONSTRUCTION & DEVELOPMENT CORP. Talisay River, Pilar Base, subbase, concrete aggregate, boulders Quantity: Unlimited BULACAN PAMPANGA RODELYN BUILDERS CONTRUCTION CORP. Dancol, Balanga Base, subbase, concrete aggregates, boulders Quantity: Unlimited RIZAL BATAAN 1 MATERIAL SOURCES MAP - SCALE NTS CAVITE C O N S U L T A N T S SUBMITTED BY REVISIONS A CHECKED BY B APPROVED BY C EFREN L. DAVID PRESIDENT - UICI DATE: - PROJECT MANAGER - UICI DATE: - DATE: - RYAN PAUL S. GALURA JOVITO M. SUNGA PROJECT MANAGER OIC - PMD DATE: - DATE SCALE PROJECT TITLE DETAILED ENGINEERING DESIGN OF THE PROPOSED AIRPORT-NCC ACCESS ROAD, MACARTHUR-NCC ACCESS ROAD, MACARTHUR-SCTEX ACCESS ROAD & OLYMPIC VILLAGE ACCESS ROAD AIRPORT - NCC ACCESS ROAD SHEET CONTENT D E F MATERIAL SOURCES MAP AS SHOWN PROJECT CODE - DRAWING STATUS FINAL DRAWINGS DRAWING NO. M-2 DATE APPROVED DATE REVISED - - SIZE A1 REV. -