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DETAILED DESIGN STUDY ONTHE BAGO RIVER BRIDGECONSTRUCTION PROJECT
FINAL REPORT ATTACHMENTSDRAFT TENDER DOCUMENT (FINAL VERSION)
Volume - IV
PACKAGE 2
OCTOBER 2017
JAPAN INTERNATIONAL COOPERATION AGENCY (JICA)
NIPPON KOEI CO., LTD.ORIENTAL CONSULTANTS GLOBAL CO., LTD.
METROPOLITAN EXPRESSWAY COMPANY LIMITED.CHODAI CO., LTD.
NIPPON ENGINEERING CONSULTANTS CO., LTD.
DRAWINGS
REPUBLIC OF THE UNION OF MYANMARMINISTRY OF CONSTRUCTIONDEPARTMENT OF BRIDGE
EICR(2)17-123
DETAILED DESIGN STUDY ONTHE BAGO RIVER BRIDGECONSTRUCTION PROJECT
FINAL REPORT ATTACHMENTSDRAFT TENDER DOCUMENT (FINAL VERSION)
Volume - IV
PACKAGE 2
OCTOBER 2017
JAPAN INTERNATIONAL COOPERATION AGENCY (JICA)
NIPPON KOEI CO., LTD.ORIENTAL CONSULTANTS GLOBAL CO., LTD.
METROPOLITAN EXPRESSWAY COMPANY LIMITED.CHODAI CO., LTD.
NIPPON ENGINEERING CONSULTANTS CO., LTD.
DRAWINGS
REPUBLIC OF THE UNION OF MYANMARMINISTRY OF CONSTRUCTIONDEPARTMENT OF BRIDGE
C. STEEL BOX GIRDER BRIDGE
LOCATION MAP P2-GE-0001 SUPERSTRUCTURE COORDINATES OF SUPERSTRUCTURE (P13-P20) (1)~(2) P2-SB-1001 ~ 1002
GENERAL VIEW OF BAGO RIVER BRIDGE (1)~(3) P2-GE-0002 ~ 0004 GENERAL VIEW OF SUPERSTRUCTURE (P13-P20) P2-SB-1011
GENERAL NOTES (ROAD DESIGN) P2-GE-1011 STRESS DIAGRAM OF MAIN GIRDER G1 (P13-P20) (1)~(7) P2-SB-1021 ~ 1027
GENERAL NOTES (STEEL BOX GIRDER BRIDGE) P2-GE-1021 STRESS DIAGRAM OF MAIN GIRDER G2 (P13-P20) (1)~(7) P2-SB-1028 ~ 1034
GENERAL NOTES (PC BOX GIRDER BRIDGE) P2-GE-1031 COMMON DETAIL (P13-P20) (1)~(14) P2-SB-1031 ~ 1044
GENERAL NOTES (LIGHTING) P2-GE-1041 DETAIL OF MAIN GIRDER G1,G4 (P13-P20) (1)-(82) P2-SB-1101 ~ 1182
ALIGNMENT LAYOUT AND GEOMETRIC DATA P2-GE-2001 DETAIL OF MAIN GIRDER G2,G3 (P13-P20) (1)-(82) P2-SB-1201 ~ 1282
DETAIL OF END DIAPHRAGM AND CORSS GIRDER (P13,P20) (1)~(2) P2-SB-1301 ~ 1302
PLAN & PROFILE PLAN & PLOFILE (1)~(3) P2-RD-0100 ~ 0120 DETAIL OF MEDIAN SUPPORT DIAPHRAGM AND CROSS GIRDER (P14-P19) (1)~(6) P2-SB-1311 ~ 1316
TYPICAL CROSS SECTION TYPICAL CROSS SECTION (1)~(2) P2-RD-0200 ~ 0210 DETAIL OF CROSS GIRDER (1)~(5) P2-SB-1321 ~ 1325
PAVEMENT PAVEMENT LAYER P2-RD-0300 DETAIL OF CROSS BEAM SECTION (1)~(6) P2-SB-1331 ~ 1336
DETAIL OF CEMENT CONCREATE PAVEMENT (1)~(2) P2-RD-0310 ~ 0320 DETAIL OF DECK PLATE (1)~(79) P2-SB-1501 ~ 1579
CROSS SECTION CROSS SECTION MAIN ROAD (1)~(9) P2-RD-0400 ~ 0480 DETAIL OF PAINTING SYSTEM (1)~(2) P2-SB-1601 ~ 1602
PLAN & PLOFILE P2-RD-1000 CAMBER VIEW P2-SB-1701
TYPICAL CROSS SECTION P2-RD-1010 SUBSTRUCTUREAND FOUNDATION COORDINATES OF SUBSTRUCTURE (P14-P19) P2-SB-2000
CROSS SECTION P2-RD-1020 P14 PIER GENERAL VIEW OF P14 PIER (1)~(2) P2-SB-2001 ~ 2002
DRAINAGE DRAINAGE SYSTEM PLAN AND OUTLETS (RIGHT RIVER BANK) P2-RD-3000 BAR ARRANGEMENT OF P14 PIER (1)~(15) P2-SB-2003 ~ 2017
DRAINAGE SYSTEM PLAN (1)~(2) P2-RD-3010 ~ 3011 BAR ARRANGEMENT OF P14 FOOTING (1)~(6) P2-SB-2018 ~ 2023
DETAIL OF CONCRETE PIPE CULVERT Φ300 (CON.360°) TYPE A P2-RD-3020 GENERAL VIEW OF STEEL PIPE SHEET PILE FOUNDATION OF P14 PIER P2-SB-2024
DETAIL OF CONCRETE PIPE CULVERT Φ300 (CON.360°) TYPE B P2-RD-3021 DETAIL OF STEEL PIPE SHEET PILE OF P14 PIER (1)~(2) P2-SB-2025 ~ 2026
GENERAL VIEW OF CONCRETE PIPE CULVERT (1)~(3) P2-RD-3030 ~ 3032 DETAIL OF INTERLOCKING OF STEEL PIPE SHEET PILE OF P14 PIER P2-SB-2027
DETAIL OF SIDE DITCH (1)~(3) P2-RD-3040 ~ 3042 DETAIL OF CONNECTION BETWEEN STEEL PIPE SHEET PILE AND FOOTING OF P14 PIER P2-SB-2028
DETAIL OF CATCH PIT (1)~(3) P2-RD-3050 ~ 3052 DETAIL OF PILE TOP CONNECTION TO THE BASE CONCRETE OF P14 PIER P2-SB-2029
VERTICAL DRAIN TYPE A (1)~(3) P2-RD-3060 ~ 3062 (REFERENCE) LAYOUT PLAN OF COFFERDAM PART OF P14 PIER (1)~(2) P2-SB-2030 ~ 2031
VERTICAL DRAIN TYPE B P2-RD-3063 (REFERENCE) CONSTRUCTION PLAN OF STEEL PILE SHEET PILE WORK OF P14 PIER P2-SB-2032
DRAINAGE OUTLET TYPE-B (1)~(10) P2-RD-3070 ~ 3079 P15 PIER GENERAL VIEW OF P15 PIER (1)~(2) P2-SB-2101 ~ 2102MECHANICALLY STABILISEDEARTH WALL AND RETAINING MECHANICALLY STABILISED EARTH WALL (1)~(11) P2-RD-4000 ~ 4100 BAR ARRANGEMENT OF P15 PIER (1)~(15) P2-SB-2103 ~ 2117
DETAIL OF MECHANICALLY STABILISED EARTH WALL (1)~(4) P2-RD-4110 ~ 4140 BAR ARRANGEMENT OF P15 FOOTING (1)~(6) P2-SB-2118 ~ 2123
HANDRAIL ON MECHANICALLY STABILISED EARTH WALL (1)~(6) P2-RD-4150 ~ 4200 GENERAL VIEW OF STEEL PIPE SHEET PILE FOUNDATION OF P15 PIER P2-SB-2124
GRAVITY WALL (1)~(2) P2-RD-4210 ~ 4220 DETAIL OF STEEL PIPE SHEET PILE OF P15 PIER (1)~(2) P2-SB-2125 ~ 2126
HANDRAIL ON GRAVITY WALL P2-RD-4230 DETAIL OF INTERLOCKING OF STEEL PIPE SHEET PILE OF P15 PIER P2-SB-2127
DETAIL OF LIGHTING FOUNDATION P2-RD-4240 DETAIL OF CONNECTION BETWEEN STEEL PIPE SHEET PILE AND FOOTING OF P15 PIER P2-SB-2128
SOFT SOIL TREATMENT SOFT SOIL IMPROVEMENT MEASURES (1)~(2) P2-RD-5000 ~ 5010 DETAIL OF PILE TOP CONNECTION TO THE BASE CONCRETE FOR P15 PIER P2-SB-2129
CROSS SECTION OF DEEP MIXING (1)~(8) P2-RD-5020 ~ 5090 (REFERENCE) LAYOUT PLAN OF COFFERDAM PART OF P15 PIER (1)~(2) P2-SB-2130 ~ 2131
CROSS SECTION OF SURCHARGE (1)~(5) P2-RD-5100 ~ 5140 (REFERENCE) CONSTRUCTION PLAN OF STEEL PILE SHEET PILE WORK OF P15 PIER P2-SB-2132
CONSTRUCTION PROCEDURE (1)~(2) P2-RD-5150 ~ 5160 P16 PIER GENERAL VIEW OF P16 PIER (1)~(2) P2-SB-2201 ~ 2202
MISCELLANEOUS DETAILS OF KERB P2-RD-6000 BAR ARRANGEMENT OF P16 PIER (1)~(15) P2-SB-2203 ~ 2217
DETAIL OF CONCRETE SEAL P2-RD-6005 BAR ARRANGEMENT OF P16 FOOTING (1)~(6) P2-SB-2218 ~ 2223
DETAIL OF SIGNBOARD FOUNDATION AND POST P2-RD-6010 GENERAL VIEW OF STEEL PIPE SHEET PILE FOUNDATION OF P16 PIER P2-SB-2224
DETAIL OF SIGNBOARD P2-RD-6020 DETAIL OF STEEL PIPE SHEET PILE OF P16 PIER (1)~(2) P2-SB-2225 ~ 2226
ROAD MARKINGS DETAILS (1)~(2) P2-RD-6080 ~ 6090 DETAIL OF INTERLOCKING OF STEEL PIPE SHEET PILE OF P16 PIER P2-SB-2227
DETAILS OF GUARDRAIL (1)~(2) P2-RD-6100 ~ 6110 DETAIL OF CONNECTION BETWEEN STEEL PIPE SHEET PILE AND FOOTING OF P16 PIER P2-SB-2228
DETAILS OF GUARD PIPE P2-RD-6120 DETAIL OF PILE TOP CONNECTION TO THE BASE CONCRETE OF P16 PIER P2-SB-2229
APPROACH CUSHION SLAB (AF1) P2-RD-6200 (REFERENCE) LAYOUT PLAN OF COFFERDAM PART OF P16 PIER (1)~(2) P2-SB-2230 ~ 2231
(REFERENCE) CONSTRUCTION PLAN OF STEEL PILE SHEET PILE WORK OF P16 PIER P2-SB-2232
P17 PIER GENERAL VIEW OF P17 PIER (1)~(2) P2-SB-2301 ~ 2302
BAR ARRANGEMENT OF P17 PIER (1)~(15) P2-SB-2303 ~ 2317
BAR ARRANGEMENT OF P17 FOOTING (1)~(6) P2-SB-2318 ~ 2323
GENERAL VIEW OF STEEL PIPE SHEET PILE FOUNDATION OF P17 PIER P2-SB-2324
DETAIL OF STEEL PIPE SHEET PILE OF P17 PIER (1)~(2) P2-SB-2325 ~ 2326
DETAIL OF INTERLOCKING OF STEEL PIPE SHEET PILE OF P17 PIER P2-SB-2327
DETAIL OF CONNECTION BETWEEN STEEL PIPE SHEET PILE AND FOOTING OF P17 PIER P2-SB-2328
DETAIL OF PILE TOP CONNECTION TO THE BASE CONCRETE OF P17 PIER P2-SB-2329
(REFERENCE) LAYOUT PLAN OF COFFERDAM PART OF P17 PIER (1)~(2) P2-SB-2330 ~ 2331
(REFERENCE) CONSTRUCTION PLAN OF STEEL PILE SHEET PILE WORK OF P17 PIER P2-SB-2332
CONTENTS OF DRAWINGS
A. GENERAL
B. ROAD DESIGN
RELOCATION ROAD BETWEENSHUKHINTHAR MAYOPAT ROADAND YANGON-THANLYINBRIDGE
C. STEEL BOX GIRDER BRIDGESUBSTRUCTUREAND FOUNDATION P18 PIER GENERAL VIEW OF P18 PIER (1)~(2) P2-SB-2401 ~ 2402 SUBSTRUCTURE
AND FOUNDATION BAR ARRANGEMENT OF CAST IN PLACE PILE FOR A2 ABUTMENT (1)~(2) P2-PB-2201 ~ 2202
BAR ARRANGEMENT OF P18 PIER (1)~(15) P2-SB-2403 ~ 2417 STEEL PIPE SHEET PILE FOUNDATION FOR P20 PIER (1)~(6) P2-PB-2211 ~ 2212
BAR ARRANGEMENT OF P18 FOOTING (1)~(6) P2-SB-2418 ~ 2423 STEEL PIPE SHEET PILE FOUNDATION FOR P21 PIER (1)~(6) P2-PB-2221 ~ 2224
GENERAL VIEW OF STEEL PIPE SHEET PILE FOUNDATION OF P18 PIER P2-SB-2424 STEEL PIPE SHEET PILE FOUNDATION FOR P22 PIER (1)~(6) P2-PB-2231 ~ 2232
DETAIL OF STEEL PIPE SHEET PILE OF P18 PIER (1)~(2) P2-SB-2425 ~ 2426 BAR ARRANGEMENT OF CAST IN PLACE PILE FOR P23 PIER (1)~(2) P2-PB-2241 ~ 2242
DETAIL OF INTERLOCKING OF STEEL PIPE SHEET PILE OF P18 PIER P2-SB-2427 BAR ARRANGEMENT OF CAST IN PLACE PILE FOR P24 PIER (1)~(2) P2-PB-2251 ~ 2252
DETAIL OF CONNECTION BETWEEN STEEL PIPE SHEET PILE AND FOOTING OF P18 PIER P2-SB-2428 BAR ARRANGEMENT OF CAST IN PLACE PILE FOR P25 PIER (1)~(2) P2-PB-2261 ~ 2262
DETAIL OF PILE TOP CONNECTION TO THE BASE CONCRETE OF P18 PIER P2-SB-2429 BRIDGEACCESSORIES DETAIL OF BEARINGS P20~A2 <L, R> (1)~(7) P2-PB-3001 ~ 3007
(REFERENCE) LAYOUT PLAN OF COFFERDAM PART OF P18 PIER (1)~(2) P2-SB-2430 ~ 2431 DETAIL OF EXPANSION JOINT P20~A2 <L, R> (1)~(4) P2-PB-3101 ~ 3104
(REFERENCE) CONSTRUCTION PLAN OF STEEL PILE SHEET PILE WORK OF P18 PIER P2-SB-2432 DETAIL OF CURB P20~A2 <L, R> P2-PB-3201
P19 PIER GENERAL VIEW OF P19 PIER (1)~(2) P2-SB-2501 ~ 2502 DETAIL OF LIGHTING BASE P20~A2 <L, R> P2-PB-3301
BAR ARRANGEMENT OF P19 PIER (1)~(15) P2-SB-2503 ~ 2517 DETAIL OF RAILINGS P20~A2 <L, R> (1)~(2) P2-PB-3401 ~ 3402
BAR ARRANGEMENT OF P19 FOOTING (1)~(6) P2-SB-2518 ~ 2523 DETAIL OF DRAINAGE P20~A2 (1)~(2) P2-PB-3501 ~ 3502
GENERAL VIEW OF STEEL PIPE SHEET PILE FOUNDATION OF P19 PIER P2-SB-2524 DETAIL OF MANHOLE P20-A2 <L,R> P2-PB-3601
DETAIL OF STEEL PIPE SHEET PILE OF P19 PIER (1)~(2) P2-SB-2525 ~ 2526 FALL PREVENTIVE HANDRAIL OF P20 PIER (1)~(3) P2-PB-3701 ~ 3703
DETAIL OF INTERLOCKING OF STEEL PIPE SHEET PILE OF P19 PIER P2-SB-2527 REFERENCEDRAWING CONSTRUCTION PLAN OF STEEL PIPE SHEET PILE WORK (REFERENCE DRAWING) P2-PB-4001
DETAIL OF CONNECTION BETWEEN STEEL PIPE SHEET PILE AND FOOTING OF P19 PIER P2-SB-2528 TEMPORARY COFFERDAM (1)~(2) (REFERENCE DRAWING) P2-PB-4011 ~ 4012
DETAIL OF PILE TOP CONNECTION TO THE BASE CONCRETE OF P19 PIER P2-SB-2529 QUANTITY TABLE OF SUPERSTRUCTURE P20-A2 (REFERENCE DRAWING) P2-PB-4101
(REFERENCE) LAYOUT PLAN OF COFFERDAM PART OF P19 PIER (1)~(2) P2-SB-2530 ~ 2531 QUANTITY TABLE OF SUBSTRUCTURE P20-A2 (REFERENCE DRAWING) P2-PB-4102
(REFERENCE) CONSTRUCTION PLAN OF STEEL PILE SHEET PILE WORK OF P19 PIER P2-SB-2532 E. TOLL COLLECTION FACILITYBRIDGEACCESSORIES DETAIL OF RUBBER BEARING (MOVABLE TYPE, P13) (1) P2-SB-3001 GENERAL GENERAL VIEW P2-TC-0001
DETAIL OF RUBBER BEARING (FIXED TYPE, P14&P19) (2) P2-SB-3002 TOLL ISLAND/LARGE ROOF LAYOUT PLAN OF TOLL ISLAND/LARGE ROOF P2-TC-1001
DETAIL OF RUBBER BEARING (FIXED TYPE, P15-P18) (3) P2-SB-3003 PLAN VIEW OF TOLL ISLAND/LARGE ROOF P2-TC-1002
DETAIL OF RUBBER BEARING (MOVABLE TYPE, P20) (4) P2-SB-3004 ELEVATION VIEW OF TOLL ISLAND/LARGE ROOF P2-TC-1003
DETAIL OF EXPANSION JOINT (P20) (1)~(4) P2-SB-3011 ~ 3014 CROSS-SECTION VIEW OF TOLL ISLAND/LARGE ROOF P2-TC-1004
DETAIL OF STEEL GIRDER END FOR EXPANSION JOINT (P20) (1)~(3) P2-SB-3015 3017 REFLECTED CEILING PLAN/ ROOF PLAN OF TOLL ISLAND/LARGE ROOF P2-TC-1005
(REFERENCE) DETAIL OF STEEL GIRDER END FOR EXPANSION JOINT (P13) (1)~(3) P2-SB-3018 3020 TOLL ISLAND DETAIL PLAN P2-TC-1006
DRAINAGE DETAIL (1)~(4) P2-SB-3031 ~ 3034 STRUCTURAL PLAN VIEW OF TOLL ISLAND/LARGE ROOF P2-TC-1007
DETAIL OF BRACKET FOR LIGHTING POST P2-SB-3035 STRUCTURAL ELEVATION VIEW OF TOLL ISLAND/LARGE ROOF P2-TC-1008
INSPECTION WALKWAY P2-SB-3041 DRAWING OF TRUCK SCALE P2-TC-1009
DETAIL OF COPING AND BARRIER(1)~(2) P2-SB-3051 ~ 3052 ISLAND DETAIL P2-TC-1010REFERENCEDRAWING (REFERENCE) QUANTITY TABLE OF SUPERSTRUCTURE P2-SB-4001 BOOTH FINISH SCHEDULE (TOLL COLLECTION BOOTH) OF TOLL COLLECTION BOOTH P2-TC-2001
(REFERENCE) QUANTITY TABLE OF SUBSTRUCTURE P2-SB-4101 PLAN VIEW/ ELEVATION VIEW/ CROSS-SECTION VIEW OF TOLL COLLECTION BOOTH P2-TC-2002
SECTIONAL DETAIL OF TOLL COLLECTION BOOTH P2-TC-2003
SUPERSTRUCTURE COORDINATES OF SUPERSTRUCTURE P20-A2 <L,R> (1)~(8) P2-PB-0001 ~ 0008 ELECTRIC WIRING DIAGRAM (TRUNK CABLE) OF TOLL COLLECTION BOOTH P2-TC-2004
GENERAL VIEW OF SUPERSTRUCTURE P20-A2 <L, R> (1)~(10) P2-PB-1001 ~ 1010 FINISH SCHEDULE OF MACHINERY BOOTH P2-TC-2005
DETAIL OF PRESTRESSING P20~A2 <L,> (1)~(21) P2-PB-1101 ~ 1121 PLAN VIEW/ ELEVATION VIEW/ CROSS-SECTION VIEW OF MACHINERY BOOTH P2-TC-2006
TYPICAL CROSS SECTION OF GIRDER P20~A2 <L, R> P2-PB-1201 SECTIONAL DETAIL OF MACHINERY BOOTH P2-TC-2007
BAR ARRANGEMENT OF SEGMENT P20~A2 <L, R> (1)~(38) P2-PB-1301 ~ 1338 ELECTRIC WIRING DIAGRAM (TRUNK CABLE) OF MACHINERY BOOTH P2-TC-2008
ARRANGEMENT OF SHEAR KEY P20~A2 <L, R> P2-PB-1401 ACCESS DETAIL DRAWING OF STAIRCASE P2-TC-3001SUBSTRUCTUREAND FOUNDATION COORDINATES OF SUBSTRUCTURE (P20-A2) P2-PB-2000 ADMINISTRATIVE
OFFICE LAYOUT PLAN OF ADMINISTRATIVE OFFICE P2-TC-4001
GENERAL VIEW OF A2 ABUTMENT (1)~(2) P2-PB-2001 ~ 2002 FINISH SCHEDULE OF ADMINISTRATIVE OFFICE P2-TC-4002
GENERAL VIEW OF P20 PIER (1)~(2) P2-PB-2011 ~ 2012 PLAN VIEW OF ADMINISTRATIVE OFFICE P2-TC-4003
GENERAL VIEW OF P21 PIER P2-PB-2021 ELEVATION VIEW OF ADMINISTRATIVE OFFICE P2-TC-4004
GENERAL VIEW OF P22 PIER P2-PB-2031 CROSS-SECTION VIEW OF ADMINISTRATIVE OFFICE P2-TC-4005
GENERAL VIEW OF P23 PIER P2-PB-2041 PLAN VIEW OF PIT FLOOR OF ADMINISTRATIVE OFFICE P2-TC-4006
GENERAL VIEW OF P24 PIER P2-PB-2051 ROOF PLAN OF ADMINISTRATIVE OFFICE P2-TC-4007
GENERAL VIEW OF P25 PIER P2-PB-2061 CROSS-SECTION DETAIL DRAWING OF ADMINISTRATIVE OFFICE P2-TC-4008
BAR ARRANGEMENT OF A2 ABUTMENT (1)~(8) P2-PB-2101 ~ 2108 FLOOR DETAIL DRAWING OF ADMINISTRATIVE OFFICE (1)~(2) P2-TC-4009 ~ 4010
BAR ARRANGEMENT OF P20 PIER (1)~(4) P2-PB-2111 ~ 2114 ROOFTOP DETAIL DRAWING OF ADMINISTRATIVE OFFICE (1)~(2) P2-TC-4011 ~ 4012
BAR ARRANGEMENT OF P21 PIER (1)~(4) P2-PB-2121 ~ 2124 DEVELOPMENT VIEW OF ADMINISTRATIVE OFFICE (1)~(4) P2-TC-4013 ~ 4016
BAR ARRANGEMENT OF P22 PIER (1)~(4) P2-PB-2131 ~ 2134 REFLECTED CEILING PLAN OF ADMINISTRATIVE OFFICE P2-TC-4017
BAR ARRANGEMENT OF P23 PIER (1)~(6) P2-PB-2141 ~ 2146 DETAIL OF BOUNDARY FENCE (1)~(3) P2-TC-4018 ~ 4020
BAR ARRANGEMENT OF P24 PIER (1)~(5) P2-PB-2151 ~ 2155 ETC EQUIPMENT LAYOUT OF ETC EQUIPMENT (REFERENCE CASE) / PLAN VIEW (1)~(4) P2-TC-5001 ~ 5004
BAR ARRANGEMENT OF P25 PIER (1)~(4) P2-PB-2161 ~ 2164 LAYOUT OF ETC EQUIPMENT (REFERENCE CASE) / ELEVATION VIEW (1) P2-TC-5005
CONTENTS OF DRAWINGS
D. PC BOX GIRDER BRIDGE
D. PC BOX GIRDER BRIDGE
TYPICAL POWER DISTRIBUTION PLAN P2-EL-0001
TYPICAL WIRING PLAN P2-EL-0002
TYPICAL CUBICLE TYPE MV POWER RECEIVING PANEL P2-EL-0003
TYPICAL ELECTRIC POLE ASSEMBLING P2-EL-0004TYPICAL LIGHTING PLAN FOR STEEL BOX GIRDER BRIDGE AND PC BOX GIRDER BRIDGE (THAKETA SIDE) (1)~(2) P2-EL-0005 ~ 0006
TYPICAL LIGHTING PLAN FOR APPROACH BRIDGE (TOLL PLAZA SIDE) P2-EL-0007
TYPICAL LIGHTING PLAN FOR TOLL PLAZA P2-EL-0008
TYPICAL LIGHTING PLAN FOR FLYOVER BRIDGE P2-EL-0009
TYPICAL LIGHTING PLAN FOR THANLYIN CHIN KAT ROAD P2-EL-0010
(REFERENCE) SINGLE LINE DIAGRAM FOR PANELS P2-EL-0011
TYPICAL LED LUMINAIR AND POLE P2-EL-0012
TYPICAL FOUNDATION DETAILS FOR ROAD LIGHTING POLE P2-EL-0013
(REFERENCE) INSTALLATION DETAIL FOR FLEXIBLE PIPE P2-EL-0014
(REFERENCE) LIGHTING MAST STRUCTURE FOR GATEPLAZA P2-EL-0015
(REFERENCE) OUTLINE OF ELECTRIC PANELS P2-EL-0016
(REFERENCE) QUANTITY TABLE OF LIGHTING AND ELECTRICAL WORKS P2-EL-0017
G. REFERENCE DRAWING
(REFERENCE) GENERAL LAYOUT OF CONSTRUCTION YARD P2-REF-0001
(REFERENCE) NAVIGATION CONTROL PLAN P2-REF-0002
(REFERENCE) CONSTRUCTION SEQUENCE OF CONTINUOUS STEEL BOX GIRDER P2-REF-0003
(REFERENCE) CONSTRUCTION SEQUENCE OF CONTINUOUS PC BOX GIRDER P2-REF-0004
(REFERENCE) DIVERSION OF EXISTING TRAFFIC DURING CONSTRUCTION OF APPROACH ROAD TO EXIS P2-REF-0005
(REFERENCE) MONUMENT AND BRIDGE RECORD P2-REF-0006
(REFERENCE) NETWORK PLAN P2-REF-0007
(REFERENCE) EXISTING UNDERGROUND UTILITIES LAYOUT (1)~(2) P2-REF-0008 ~ 0009
(REFERENCE) QUARRY SITE LOCATION P2-REF-1001
(REFERENCE) LAND TRANSPORTATION ROUTE TO WASTE DISPOSAL SITE IN THILAWA SEZ P2-REF-1002
(REFERENCE) LAND TRANSPORTATION ROUTE FROM LANDING PORT P2-REF-1003
(REFERENCE) DIAGRAM OF RAILING POST P2-REF-2001
(REFERENCE) INSPECTION LADDER FROM DECK P2-REF-2002
CONTENTS OF DRAWINGS
F. LIGHTING
Detailed Design Study on Bago River Bridge Construction Project Package 2
A. GENERAL
BAGO RIVER BRIDGE PROJECT
L=3644.341m
PROJECT SITE
LOCATION MAP S=1:100,000
0 1 2 3 5km
DETAILED DESIGN ON
CONSTRUCTION PROJECT
REPUBLIC OF THE UNION OF MYANMAR
DEPARTMENT OF BRIDGEAPPROVED BY
SIGNATURENAME
PREPARED BY
CHECKED BY
NIPPON KOEI CO., LTD. COUNTERPARTPROJECT NAME DRAWING TITLE PACKAGE
DWG No.
JICA STUDY TEAM
METROPOLITAN EXPRESSWAY COMPANY LIMITED CHODAI CO.,LTD.
ORIENTAL CONSULTANTS GLOBAL CO., LTD. MINISTRY OF CONSTRUCTION
T. HAYAKAWA
Y. SANO
BAGO RIVER BRIDGE
DATEFINANCED BY
NIPPON ENGINEERING CONSULTANTS CO.,LTD.
JAPAN INTERNATIONAL
COOPERATION AGENCY15 Sep.2017
22 Sep.2017
29 Sep.2017
T. HAYAKAWA 2
P2-GE-0001LOCATION MAP
N
P13P12P11P10P7P6
P5P4
P3P2
P1
112000 224000 112000 112000448000
50000
50000
76500
5000050000
76500
BAGO RIVER BRIDGE L=2031.000
250000
50000
A128800 28800 28800 28800
Onramp Bridge L=115200
104000
CBRC
BR
1
CBRC
BR
2
CBRC
BR
3
CBRC
BR
10
CBRC
BR
11
CBRC
BR
12
W
W
W
W
ThanlyinchinkatRoad
Tem
p ora ry
Sto
re
Voltage Regular/Stabilizar
Building
Toll - Gate
5
5
5
5
5
5
5
5
5
5
5
5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.52.5
2.5
2.5
2.5
2.5
2.5
5
5
5
5
55
55
5
5
5
5
7.5
7.5
5
0
0
0
0
0
1
1
1
1
1
1
1
5
Bago River
NN
CBRC
BR
1
CBRC
BR
2
CBRC
BR
3
CBRC
BR
10
CBRC
BR
11
CBRC
BR
12
W
W
W
W
ThanlyinchinkatRoad
Tem
p ora ry
Sto
re
Voltage Regular/Stabilizar
Building
Toll - Gate
5
5
5
5
5
5
5
5
5
5
5
5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.52.5
2.5
2.5
2.5
2.5
2.5
5
5
5
5
55
55
5
5
5
5
7.5
7.5
5
0
0
0
0
0
1
1
1
1
1
1
1
5
Bago River
N
DL = -60.000
G R A D E
-40.000
-20.000
0.000
20.000
40.000
60.000
80.000
P R O P O S E DH E I G H T
G R O U N DH E I G H T
C H A I N A G E
C U R V EE L E M E N T
S U P E RE L E V A T I O N
100.000
0+
0.00
05.
089
5.69
5
0+10
0.00
04.
966
5.59
5
0+20
0.00
0 3
.514
5.95
3
0+30
0.00
03.
558
7.39
2
0+40
0.00
03.
240
9.76
7
0+50
0.00
03.
161
12.2
67
0+60
0.00
03.
383
14.6
81
0+70
0.00
0-3
.338
16.4
53
0+80
0.00
0-5
.298
17.4
81
1+10
0.00
0-7
.843
18.0
70
1+20
0.00
0-7
.959
17.9
93
1+30
0.00
0-7
.969
17.7
90
1+40
0.00
0-6
.887
17.4
95
1+
0.00
0-7
.424
18.0
23
0+90
0.00
0-6
.942
17.8
50
0+40
7.00
03.
253
9.94
2
0+45
7.00
03.
026
11.1
92
0+50
7.00
03.
156
12.4
42
0+55
7.00
03.
262
13.6
91
0+60
7.00
03.
152
14.8
30
0+68
3.50
0-1
.721
16.2
11
0+76
0.00
0-5
.346
17.1
59
0+86
4.00
0-4
.549
17.7
57
0+97
6.00
0-5
.411
17.9
93
1+ 8
8.00
0-7
.329
18.0
7118
.431
1+31
2.00
0-8
.024
17.7
57
5.69
5
5.46
7
17.2
67i=0.100%L=228.000mi=2.500%
L=472.000m i=0.300%
L=388.000m
0+22
8.00
04.
389
6.24
7
50000 50000 50000 50000 76500 112000 224000 112000 1120005-SPAN PC BOX GIRDER BRIDGE L=250000 3-SPAN STEEL CABLE STAYED BRIDGE L=448000
BAGO RIVER BRIDGE L=2031000
P1 P2 P4 P6 P7 P11
P12
P3 P5 P13
A1 P2 P3 P4 P5 P6 P10 P11 P12 P13
R=∞ R=∞L=24.970 L=51.200
A=160L=85.343
R=500L=51.200
R=160L=335.621
R=2000
L=309.188
3-SPAN STEEL BOX GIRDER BRIDGE L=257000
VCL=240.000, VCR=9200
VCL=296.000, VCR=13500
VCL=480.000, VCR=80000
P7
76500 104000
i=2.
000%
i=4.
000%
i=4.
000%
i=2.
000%1/125 1/125
0+35
7.00
03.
225
8.69
2A1 P1
0
P1
50000
MSL=0.00HHWL=4.99
No.B D -08G.L=-6.56mDep.=61m
No.B D -09G.L=-6.97mDep.=62m
No.B D -10G.L=-5.47mDep.=72m
No.B D -11G.L=-3.35mDep.=65m
No.B D -12G.L=-4.41mDep.=63m
No.B D -13G.L=-4.42mDep.=56m
No.B D -18G.L=0.60mDep.=59m
No.B D -19G.L=3.52mDep.=60m
No.B D -20G.L=3.41mDep.=62m
No.B D -21G.L=3.34mDep.=66m
No.B D -22G.L=3.38mDep.=62m
No.B D -23G.L=3.98mDep.=59m
No.B D -24G.L=3.85mDep.=57m
No.B D -25G.L=4.15mDep.=58m
No.13 B H-0 1G.L=4.226mDep.=62m
No.13 B H-0 2G.L=-4.628mDep.=54m LWL=2.89
Note: Pier names P8, P9 are not used.
E E E E E
E EM MFM FE E E
DETAILED DESIGN ON
CONSTRUCTION PROJECT
REPUBLIC OF THE UNION OF MYANMAR
DEPARTMENT OF BRIDGEAPPROVED BY
SIGNATURENAME
PREPARED BY
CHECKED BY
NIPPON KOEI CO., LTD. COUNTERPARTPROJECT NAME DRAWING TITLE PACKAGE
DWG No.
JICA STUDY TEAM
METROPOLITAN EXPRESSWAY COMPANY LIMITED CHODAI CO.,LTD.
ORIENTAL CONSULTANTS GLOBAL CO., LTD. MINISTRY OF CONSTRUCTION
T. HAYAKAWA
Y. SANO
BAGO RIVER BRIDGE
DATEFINANCED BY
NIPPON ENGINEERING CONSULTANTS CO.,LTD.
JAPAN INTERNATIONALCOOPERATION AGENCY
29 Sept. 2017
3 Oct. 2017
6 Oct. 2017
T. HAYAKAWA
GENERAL VIEW OF BAGO RIVER BRIDGE (1)P2-GE-0002
2
Elevation represents above MSL unless otherwise indicated.
N
A2P25P24P23P22P21P20P19P18P17P16P15P14P13
112000 112000 112000 112000 112000 112000 104000 50000 50000 50000 50000 50000 50000300000776000
BAGO RIVER BRIDGE L=2031.000
55000
2@30000=60000
CBRC
BR
4
CBRC
BR
5
stone chipping stack
stone chipping stack
stone chipping stack
GPS 03
RL 4.115m
crusher
ruined jetty
Factory
Thar ke ta Side
access road
Fence Line
National R
ace Village
Weight Scale
W
Shukhinthar Mayo Pat
Bago River
N
23
45
67
81
9
N
CBRC
BR
4
CBRC
BR
5
stone chipping stack
stone chipping stack
stone chipping stack
GPS 03
RL 4.115m
crusher
ruined jetty
Factory
Thar ke ta Side
access road
Fence Line
National R
ace Village
Weight Scale
W
Shukhinthar Mayo Pat
Bago River
N
1+30
0.00
0-7
.969
17.7
90
1+40
0.00
0-6
.887
17.4
95
1+50
0.00
0-5
.462
17.1
95
1+60
0.00
0-4
.926
16.8
95
1+70
0.00
0-6
.249
16.5
95
1+80
0.00
0-6
.392
16.2
95
-6.1
0615
.197
2+20
0.00
0-4
.280
13.6
87
2+30
0.00
04.
169
11.2
75
2+40
0.00
04.
204
8.87
0
2+50
0.00
04.
139
7.87
9
2+60
0.00
03.
307
8.72
0
2+70
0.00
03.
741
11.3
00
2+80
0.00
04.
753
14.1
82
2+
0.00
0-6
.926
15.6
95
1+90
0.00
0-7
.426
15.9
95
1+31
2.00
0-8
.024
17.7
57
1+42
4.00
0-6
.276
17.4
23
1+53
6.00
0-5
.091
17.0
87
1+64
8.00
0-5
.262
16.7
51
1+76
0.00
0-6
.695
16.4
15
1+87
2.00
0-6
.989
16.0
79
1+98
4.00
0-6
.878
15.7
43
2+ 8
8.00
0-6
.550
15.3
04
2+13
8.00
0-6
.151
14.7
53
2+18
8.00
0-4
.608
13.9
26
2+23
8.00
00.
045
12.8
25
2+28
8.00
04.
114
11.5
75
2+33
8.00
04.
016
10.3
25
2+38
8.00
04.
112
9.11
3
15.2
75i=0.300%L=1052.000m
112000 112000 112000 112000 112000 112000 104000 50000 50000 50000 50000 50000 500007-SPAN STEEL BOX GIRDER BRIDGE L=776000 6-SPAN PC BOX GIRDER BRIDGE L=300000
BAGO RIVER BRIDGE L=2031000
P15
P16
P17
P18
P19
P20
P21
P22
P23
P24
A2P25
P13
P14
P13 P14 P15 P16 P17 P18 P19A2P25P24P23P22P21P20
2+14
0.00
0-6
.166
14.7
25
2+10
0.00
0
R=∞L=1769.899
5.83
2i=2.500%L=377.727mi=3.000%
L=312.273m
2+51
7.72
73.
867
7.89
4
R=420L=43.088 R=∞
L=4.834L=53.571A=150
L=53.571A=150
L=52.813A=130
VCL=200.000, VCR=9100
VCL=300.000, VCR=5500
VCL=130.0
2+73
6.00
03.
933
12.3
80
AF1
2+79
1.00
04.
607
13.9
65PF
3
55000 70
3-SPAN STEEL BOL=18
PF2 PF3
2-SPAN PC COMPO BRIDGEL=60000
PF1AF1
2+70
6.00
03.
780
11.4
80
2+67
6.00
03.
202
10.5
80
PF1
PF2
i=4.
000%
i=2.
000%1/223 1/449 1/221
1/2501/250
i=4.
000%
i=2.
000%
i=2.
000%
MSL=0.00HHWL=4.99
0 10 20 30 40 50
40
35
30
25
20
15
10
5
No.B H-14G.L=4.24m_Dep.=43.00m
N-Value
2.00 m
0 10 20 30 40 50
40
35
30
25
20
15
10
5
No.B H-13G.L=3.73m_Dep.=42.00m
N-Value
1.50 m
0 10 20 30 40 50
45
40
35
30
25
20
15
10
5
50
No.B H-12G.L=4.09m_Dep.=50.00m
N-Value
1.60 m
0 10 20 30 40 50
45
40
35
30
25
20
15
10
5
50
No.B H-11G.L=4.92m_Dep.=50.00m
N-Value
3.60 mNo.B D-01G.L=-4.40mDep.=49m
No.B D-02G.L=-5.45mDep.=49m
No.B D-03G.L=-6.22mDep.=46m
No.B D-04G.L=-6.87mDep.=51m
No.B D-05G.L=-6.90mDep.=53m
No.B D-06G.L=-4.41mDep.=59mNo.B D-07
G.L=-6.35mDep.=51m
No.B D-08G.L=-6.56mDep.=61m
No.B D-14G.L=4.13mDep.=48m
No.B D-15G.L=4.24mDep.=51m
No.B D-16G.L=4.35mDep.=57m
No.B D-17G.L=0.35mDep.=47m
No.13 B H-0 3G.L=-4.759mDep.=58m
No.13 B H-0 4G.L=-6.189mDep.=45m
No.13 B H-0 5G.L=4.682mDep.=50m
Lowest Soffit of Thanlyin Bridge H=11.41
2@30000=60000
LWL=2.89
EEEE
EEM EFFFFFFM M
M EFF F E
DETAILED DESIGN ON
CONSTRUCTION PROJECT
REPUBLIC OF THE UNION OF MYANMAR
DEPARTMENT OF BRIDGEAPPROVED BY
SIGNATURENAME
PREPARED BY
CHECKED BY
NIPPON KOEI CO., LTD. COUNTERPARTPROJECT NAME DRAWING TITLE PACKAGE
DWG No.
JICA STUDY TEAM
METROPOLITAN EXPRESSWAY COMPANY LIMITED CHODAI CO.,LTD.
ORIENTAL CONSULTANTS GLOBAL CO., LTD. MINISTRY OF CONSTRUCTION
T. HAYAKAWA
Y. SANO
BAGO RIVER BRIDGE
DATEFINANCED BY
NIPPON ENGINEERING CONSULTANTS CO.,LTD.
JAPAN INTERNATIONALCOOPERATION AGENCY
29 Sept. 2017
3 Oct. 2017
6 Oct. 2017
T. HAYAKAWA
Elevation represents above MSL unless otherwise indicated.
P2-GE-0003
2
GENERAL VIEW OF BAGO RIVER BRIDGE (2)
2+50
0.00
04.
139
7.87
9
2+60
0.00
03.
307
8.72
0
2+70
0.00
03.
741
11.3
00
2+80
0.00
04.
753
14.1
82
2+90
0.00
05.
038
15.5
50
3+
0.00
04.
919
15.5
64
3+10
0.00
05.
325
14.8
49
3+20
0.00
05.
293
13.2
09
3+30
0.00
05.
025
10.2
20
3+40
0.00
05.
146
7.22
0
3+50
0.00
05.
227
4.89
5
3+60
0.00
04.
983
5.83
2
15.2
00i=3.000%
L=312.273m
15.8
50
14.4
20
4.97
0
i=0.500%
L=130.000mi=0.715%L=200.000m
i=3.000%L=315.000m
2+51
7.72
73.
867
7.89
4
2+83
0.00
04.
888
14.7
94
2+96
0.00
04.
979
15.7
59
3+16
0.00
05.
281
14.1
34
3+47
5.00
05.
163
5.13
9
R=420L=43.088 R=∞
L=4.834L=53.571A=150
L=53.571A=150
L=126.272R=320L=52.813
A=130L=52.813A=130
L=620.958R=∞
3+64
4.34
1 5
.015
VCL=300.000, VCR=5500
VCL=130.000, VCR=5200 VCL=60.000, VCR=4900 VCL=100.000, VCR=4400
VCL=50.000, VCR=1900
2+73
6.00
03.
933
12.3
80
AF1
2+79
1.00
04.
607
13.9
65
PF3
2+86
1.00
04.
888
15.2
44
PF4
2+91
6.00
05.
019
15.6
30
PF5
2+94
6.00
04.
985
15.7
54
PF6
2+97
6.00
05.
441
15.7
16PF
7
3+
6.00
04.
942
15.5
21PF
8
2+ 3
6.00
04.
975
15.3
07PF
9
3+ 6
6.00
04.
953
15.0
92
2+ 9
6.00
05.
252
14.8
78
2+13
1.00
05.
197
14.5
77
3+18
3.00
05.
222
13.6
47
3+21
8.00
05.
355
12.6
80
55000 70000 55000 35000 52000 35000
3-SPAN STEEL BOX GIRDER BRIDGEL=180000
FLYOVER L=6020006-SPAN PC COMPO BRIDGE 6@30000=180000
3-SPAN STEEL I-GIRDER BRIDGEL=122000
PF9PF8PF7PF6PF5PF2 PF3 PF4
2-SPAN PC COMPO BRIDGEL=60000
2-SPAN PC COMPO BRIDGEL=60000
PF1AF1 AF2
3+24
8.00
05.
250
11.7
80
3+27
8.00
05.
249
10.8
80
AF2
2+70
6.00
03.
780
11.4
80
2+67
6.00
03.
202
10.5
80
PF1
PF2
i=4.
000%
i=2.
000%1/223 1/449 1/221
1/2501/250
i=4.
000%
i=2.
000%
i=6.
000%
i=2.
000%
i=6.
000%
i=2.
000%1/165
0 10 20 30 40 50
40
35
30
25
20
15
10
5
No.B H-14G.L=4.24m_Dep.=43.00m
N-Value
2.00 m
0 10 20 30 40 50
40
35
30
25
20
15
10
5
No.B H-13G.L=3.73m_Dep.=42.00m
N-Value
1.50 m
0 10 20 30 40 50
45
40
35
30
25
20
15
10
5
50
No.B H-12G.L=4.09m_Dep.=50.00m
N-Value
1.60 m
0 10 20 30 40 50
45
40
35
30
25
20
15
10
5
50
No.B H-11G.L=4.92m_Dep.=50.00m
N-Value
3.60 m
0 10 20 30 40 50
45
40
35
30
25
20
15
10
5
50
No.B H-10G.L=4.69m_Dep.=50.00m
N-Value
3.50 m
0 10 20 30 40 50
45
40
35
30
25
20
15
10
5
50
No.B H-09G.L=5.38m_Dep.=50.00m
N-Value
3.50 m
0 10 20 30 40 50
45
40
35
30
25
20
15
10
5
50
No.B H-08G.L=5.48m_Dep.=50.00m
N-Value
3.00 m
0 10 20 30 40 50
45
40
35
30
25
20
15
10
5
50
No.B H-07G.L=4.99m_Dep.=50.00m
N-Value
1.90 m
0 10 20 30 40 50
45
40
35
30
25
20
15
10
5
50
No.B H-06G.L=4.90m_Dep.=50.00m
N-Value
2.20 m
0 10 20 30 40 50
45
40
35
30
25
20
15
10
5
50
No.B H-05G.L=4.72m_Dep.=51.00m
N-Value
2.50 m
0 10 20 30 40 50
45
40
35
30
25
20
15
10
5
50
No.B H-04G.L=4.98m_Dep.=50.00m
N-Value
2.00 m
0 10 20 30 40 50
45
40
35
30
25
20
15
10
5
50
No.B H-03G.L=4.93m_Dep.=50.00m
N-Value
2.50 m
0 10 20 30 40 50
45
40
35
30
25
20
15
10
5
50
No.B H-02G.L=4.77m_Dep.=50.00m
N-Value
1.50 m
0 10 20 30 40 50
45
40
35
30
25
20
15
10
5
50
No.B H-01G.L=4.74m_Dep.=50.00m
N-Value
2.50 m
No.13 B H-0 5G.L=4.682mDep.=50m
2@30000=60000 2@30000=60000
i=0.300%L=25.000m
4.89
5
M EFF F E E E E EEEF F F F F F F F F F MMF FF M
N
35000 52000 350001220006@30000=180000
FLYOVER L=602000
55000
70000
55000
180000
2@30000=60000
2@30000=60000
CBRCBR4
CBRCBR5
CBRCBR6
CBRCBR7
CBR8
CBRCBR9
Yad
anar R
oad
Yadanar R
oad
PhayarSt
Zaya waddy St-1
Th
alar Wad
dy Road
Th
alar Wad
dy Road
Naw
aratSt
ThanlyinchinkatRoad
ThanlyinchinkatRoadThanlyinchinkatRoad
ThanlyinchinkatRoad
Shop( 5 ) Ro om
Shop(37)Room
Shop(17)Room
(108)Taung Pagoda
No.46 Basic
Education Primary
School
Nawin Kat Kyaw Zedi
Pyi Lone Chanther Min
Nandar Zedi
National Race Village
Thar/14 Water Supply
Office
26, RC-1
Nat-Nann
27,
RC-2
Thein28, RC-1
Monastery
29, RC-1
Nat-Nann
30, RC-1
Nat-Nann
31, RC-1
Nat-Nann
32, RC-1
Nat-Nann
33,
RC-1
Pagoda
34, RC-1
Nat-Nann
35, RC-1
Nat-Nann
39, RC-1
Sub Distrubution
Station
Weight Scale
W
W
24 Houses
CBR
Shukhin thar M
ayo Pat
Road
N
23
45
67
8
1
9
N
CBRCBR4
CBRCBR5
CBRCBR6
CBRCBR7
CBR8
CBRCBR9
Yad
anar R
oad
Yadanar R
oad
PhayarSt
Zaya waddy St-1
Th
alar Wad
dy Road
Th
alar Wad
dy Road
Naw
aratSt
ThanlyinchinkatRoad
ThanlyinchinkatRoadThanlyinchinkatRoad
ThanlyinchinkatRoad
Shop( 5 ) Ro om
Shop(37)Room
Shop(17)Room
(108)Taung Pagoda
No.46 Basic
Education Primary
School
Nawin Kat Kyaw Zedi
Pyi Lone Chanther Min
Nandar Zedi
National Race Village
Thar/14 Water Supply
Office
26, RC-1
Nat-Nann
27,
RC-2
Thein28, RC-1
Monastery
29, RC-1
Nat-Nann
30, RC-1
Nat-Nann
31, RC-1
Nat-Nann
32, RC-1
Nat-Nann
33,
RC-1
Pagoda
34, RC-1
Nat-Nann
35, RC-1
Nat-Nann
39, RC-1
Sub Distrubution
Station
Weight Scale
W
W
24 Houses
CBR
Shukhin thar M
ayo Pat
Road
N
DETAILED DESIGN ON
CONSTRUCTION PROJECT
REPUBLIC OF THE UNION OF MYANMAR
DEPARTMENT OF BRIDGEAPPROVED BY
SIGNATURENAME
PREPARED BY
CHECKED BY
NIPPON KOEI CO., LTD. COUNTERPARTPROJECT NAME DRAWING TITLE PACKAGE
DWG No.
JICA STUDY TEAM
METROPOLITAN EXPRESSWAY COMPANY LIMITED CHODAI CO.,LTD.
ORIENTAL CONSULTANTS GLOBAL CO., LTD. MINISTRY OF CONSTRUCTION
T. HAYAKAWA
Y. SANO
BAGO RIVER BRIDGE
DATEFINANCED BY
NIPPON ENGINEERING CONSULTANTS CO.,LTD.
JAPAN INTERNATIONALCOOPERATION AGENCY
29 Sept. 2017
3 Oct. 2017
6 Oct. 2017
T. HAYAKAWA
Elevation represents above MSL unless otherwise indicated.
P2-GE-0004
2
GENERAL VIEW OF BAGO RIVER BRIDGE (3)
DETAILED DESIGN ON
CONSTRUCTION PROJECT
REPUBLIC OF THE UNION OF MYANMAR
DEPARTMENT OF BRIDGEAPPROVED BY
SIGNATURENAME
PREPARED BY
CHECKED BY
NIPPON KOEI CO., LTD. COUNTERPARTPROJECT NAME DRAWING TITLE PACKAGE
DWG No.
JICA STUDY TEAM
METROPOLITAN EXPRESSWAY COMPANY LIMITED CHODAI CO.,LTD.
ORIENTAL CONSULTANTS GLOBAL CO., LTD. MINISTRY OF CONSTRUCTION
T. HAYAKAWA
Y. SANO
BAGO RIVER BRIDGE
DATEFINANCED BY
NIPPON ENGINEERING CONSULTANTS CO.,LTD.
JAPAN INTERNATIONAL
COOPERATION AGENCY15 Sep.2017
22 Sep.2017
29 Sep.2017
T. HAYAKAWA GENERAL NOTES
1.0 SPECIFICATIONS1.1 ALL WORKS SHALL COMPLY WITH THE AASHTO STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, AND WITH THE SPECIAL PROVISIONS &
SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THIS PROJECT.
2.0 DIMENSIONS2.1 DISTANCES AND ELEVATIONS SHOWN ON THE PLANS ARE IN METERS (m) UNLESS OTHERWISE SPECIFIED. 2.2 DIMENSIONS OF CULVERTS, BRIDGES AND OTHER STRUCTURES ARE MEASURED AND EXPRESSED IN MILLIMETERS UNLESS OTHERWISE SPECIFIED.
3.0 STATIONING3.1 STATIONING OF ROAD, BRIDGE, ELEMENTS OF CURVE FOR BOTH HORIZONTAL AND VERTICAL ALIGNMENTS ARE RECKONED FROM THE ROAD
CENTERLINE.3.2 STATION TICK MARKS ARE SHOWN AT 20m INTERVAL AND STATION LABELS AT 100m INTERVAL. STATIONS ARE SHOWN ALSO AT LOCATIONS OF
HORIZONTAL AND VERTICAL GEOMETRY.
4.0 HORIZONTAL AND VERTICAL ALIGNMENT4.1 NO ALTERATION/CHANGE IN ALIGNMENT SHALL BE MADE UNLESS EXISTING FIELD CONDITIONS SO WARRANT AND ONLY UPON APPROVAL OF THE
ENGINEER. 4.2 FINISHED GRADE ELEVATIONS SHOWN ON THE PLAN AND PROFILE SHEET REFER TO THE FINISHED GRADE LEVEL AT ROAD CENTERLINE SHOWN ON THE
TYPICAL ROADWAY SECTIONS. MODIFICATIONS CAN BE DONE ON DESIGN GRADES AND ELEVATIONS ONLY UPON APPROVAL OF THE ENGINEER.4.3 GROUND LEVEL SHOWN ON THE PLAN AND PROFILE SHEET REFERS TO THE ELEVATION OF THE ORIGINAL GROUND ALONG THE DESIGN ROAD
CENTERLINE.
5.0 ROAD CONNECTIONS AND SHOULDER IMPROVEMENT5.1 ROAD CONNECTIONS SHALL BE CONSTRUCTED BY THE CONTRACTOR AS SHOWN ON THE PLAN OR AS DIRECTED BY THE ENGINEER IN SUCH MANNER AS
TO ENSURE SMOOTH CONNECTION AND GOOD RIDING QUALITY.5.2 THE SHOULDER STRUCTURE IS ASPHALT CONCRETE WITH VARYING WIDTHS. THE WIDTH MAY BE ADJUSTED DURING CONSTRUCTION TO SUIT EXISTING
FIELD CONDITION UPON APPROVAL OF THE ENGINEER.
6.0 REMOVAL OF EXISTING UTILITIES, STRUCTURES AND OBSTRUCTIONS6.1 ALL WORKS SHALL COMPLY WITH THE REQUIREMENTS AND CONDITIONS OF CONTRACT OF THE MINISTRY OF CONSTRUCTOIN.6.2 EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE ANY PORTION OF EXISTING UTILITIES DURING CONSTRUCTION. ANY
DAMAGE THEREOF SHALL BE REPAIRED OR COMPENSATED ON THE ACCOUNT OF THE CONTRACTOR.
7.0 DRAINAGE STRUCTURES7.1 EXACT LOCATIONS, SLOPES, OUTFALLS, AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE CHECKED IN THE FIELD BY THE
CONTRACTOR BEFORE MAKING ANY REMOVAL OR IMPROVEMENT. MINOR ADJUSTMENTS MAY BE MADE TO SUIT ACTUAL FIELD CONDITIONS UPON APPROVAL OF THE ENGINEER.
7.2 EXISTING DRAINAGE STRUCTURES THAT ARE FAULTY, BROKEN DOWN, OR NOT IN GOOD WORKING CONDITION SHALL BE DETERMINED IN THE FIELD. RECONSTRUCTION, REPAIR AND/OR REPLACEMENT OF SAME SHALL BE DIRECTED BY THE ENGINEER, AND SHALL CONFORM TO THE STANDARDS SHOWN IN THE DRAWINGS.
7.3 EXISTING DRAINAGE STRUCTURES OR PARTS THEREOF REMOVED BY THE CONTRACTOR THAT ARE STILL SERVICEABLE SHALL BE TURNED OVER TO THE GOVERNMENT AND SHALL BE DEPOSITED AT A PLACE DESIGNATED BY THE ENGINEER WITHOUT ANY EXTRA COMPENSATION. EXTREME PRECAUTIONS SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE THESE MATERIALS DURING THE REMOVAL AND HANDLING OPERATION.
7.4 PRIOR TO INSTALLATION OF PIPE CULVERTS AND OTHER DRAINAGE STRUCTURES, ALL MATERIALS SHALL BE TESTED TO CHECK ANY DEFECT AND CONFORMITY WITH TECHNICAL SPECIFICATIONS.
7.5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF MATERIALS INSTALLED AND FOUND TO BE DEFICIENT IN WORKMANSHIP AND QUALITY.
7.6 INLETS AND OUTLETS OF NEW AND OPERATIONAL EXISTING CULVERTS SHALL BE CHANNELIZED AND CLEARED OF DEBRIS AND OBSTRUCTIONS. THIS SHALL BE CONSIDERED AS SUBSIDIARY WORK OF OTHER DRAINAGE PAY ITEMS.
7.7 ANY REVISION, REMOVAL, CLEANING, UNCLOGGING AND/OR RE-LAYING OF DRAINAGE STRUCTURES AS DIRECTED BY THE ENGINEER TO SUIT EXISTING FIELD CONDITION SHALL BE CONSIDERED AS SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEMS. NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK UNLESS OTHERWISE SPECIFICALLY IDENTIFIED FOR PAYMENT IN THE BID SCHEDULE.
8.0 OPEN DITCHES (LINED CANAL AND EARTH DITCH)8.1 ALL DITCHES SHALL COMPLY WITH THE REQUIRED STANDARDS.8.2 INVERT ELEVATIONS AND EXACT LOCATION AND DIMENSION OF OPEN DITCHES MAYBE ADJUSTED IN THE FIELD AS DIRECTED BY THE ENGINEER.
9.0 MISCELLANEOUS STRUCTURES
9.1 LOCATION AND LENGTH OF GUARDRAILS, SLOPE PROTECTIONS SUCH AS GROUTED RIPRAP, STONE MASONRY RETAINING WALLS AND OTHER STRUCTURES ARE SUBJECT TO ADJUSTMENT TO SUIT EXISTING FIELD CONDITIONS UPON APPROVAL OF THE ENGINEER.
9.2 GROUTED RIPRAP AND/OR RIPRAP, STONE MASONRY SHOULD BE WELL CONSTRUCTED AS SPECIFIED IN THE STANDARD SPECIFICATION FOR THE SAID ITEM.
9.3 CUT SLOPE CONSTRUCTION SHALL BE DONE AT PACE WITH EMBANKMENT CONSTRUCTION TO AVOID SLIDING OF FILL MATERIALS.
10.0 OTHERS10.1 ALL SCHEDULES/LISTINGS FOR GUARDRAILS, SLOPE PROTECTION STRUCTURES, PAVEMENT MARKINGS, ROAD SIGNS AND ALL OTHER RELATED
SCHEDULES/LISTINGS SHOWN ON THE PLANS ARE SUBJECT TO ADJUSTMENT/MODIFICATION TO SUIT ACTUAL FIELD CONDITION. THE ENGINEER MAY ORDER IN WRITING THE CONSTRUCTION/INSTALLATION OF NEW STRUCTURES/OR MISCELLANEOUS ITEMS IF IN HIS OPINION IS DEEMED NECESSARY IN ADDITION TO THE APPROVED SCHEDULES AND LISTINGS.
10.2 ADEQUATE ROAD SIGNAGE AND SAFETY PRECAUTION SHALL BE PROVIDED TO INFORM, WARN AND ALERT MOTORISTS DURING CONSTRUCTION.
GENERAL NOTES(ROAD DESIGN)
P2-GE-1011(ROAD DESIGN)
2
1. GENERAL DESCRIPTION1) A bridge with 4-lane road with width 3.5m/lane have been provided.2) All drawings are to be read in conjunction with the technical specification.3) All chainages, coordinates and elevations are shown in meter.4) All dimensions are shown in millimeters.5) WGS84 UTM coordinate system is applied.6) Vertical control is based on the BM. 76097 established by Myanmar Survey Department.
2. DESIGN CODESThe structure shall be designed in accordance with Specifications for Highway Bridges of Japan Road Associations (JSHB, 2012).
3. DESIGN LOADS1) Dead loads2) Live loads AASHTO HL-933) Effect of temperature +10℃ to +40℃ (25℃ ± 15℃)4) Wind load
W=44.7m/sec5) Effect of earthquake
Horizontal seismic coefficient K=0.306) Earth pressure7) Water pressure8) Buoyant Force9) Collision Load
4. RIVER CONDITION
5. CONCRETE1) Unless otherwise indicated the strength of concrete shall be of the following grade based on 28 days cylinder strength.
2) All exposed edges of concrete shall be chamfered 20x20 mm unless noted otherwise.
6. REINFORCEMENT1) Unless otherwise indicated reinforcement bar shall be high strength deformed bar confirming to the requirement of JIS G 3112.
2) Clear cover to reinforcement as follows unless otherwise stated on the component of drawings.
3) Minimum requirements for development length and lap length for reinforcement bar shall be comply to the JSHB. Mechanical splice shall be used for the connection of reinforcement bars 35mm of diameter or exceeded instead of lap joint.
7. STRUCTURAL STEELStructural steel for steel box girder shall comply with the below,
unless otherwise indicated on the drawings.
8. STEEL PIPE SHEET PILE1) Unless otherwise indicated steel pipe sheet pile shall be confirming to the requirement of JIS A 5530 or JIS G 3444.
9. OTHER STRUCTURE1) Bearings and Anchor bars shall satisfy the requirement of the force and displacement stated on the Drawings.2) Expansion joint shall satisfy the requirement of the displacement stated on the Drawings.
Elevation RemarksHigh Water Level (H.W.L.) MSL +4.990 100 year floodH.W.L. for temporary work MSL +4.340 5 year floodLow Water Level (L.W.L.) MSL -2.39River Bed Level P14 MSL-6.276m Designed River Bed Level P15 MSL-5.091m P16 MSL-5.262m
P17 MSL-6.695m P18 MSL-6.989m P19 MSL-6.878m
Class Yield point or Tensile Structural member 0.2% proof stress stress (MPa) (MPa) SD390 >>390 >>560 Pier column axial rebar :P14 through P29
SD345 >>345 >>490 Superstructure, substructure, Stud rebar
Structural member Cover (mm)Footing, Pier 70Pier beam 50Concrete curb etc. 30
Diameter σ=40N/mm2
σ=36 N/mm2σ=30 N/mm2σ=24 N/mm2
Standard Designation(Class) Structural Member JIS G 3101 SS400 Fabricated steel for main girder JIS G 3106 SM400 Ditto
SM490Y DittoSM520 Ditto
SM570 Ditto SM570 Ditto SM570-H Ditto
JS G 3444 STK400 Shapes STK490 Shapes
* S10T High strength bolt for splice jointsJIS B 1186 F8T Galvanized high strength bolt
F10T High strength bolt * Applied to Technical Specification
Strength(MPa) Structural member 30 Pier head and column : P14 through P19 24 RC concrete: concrete curb, foundation of lighting pole,
connection with expansion joint Footing : P14 through P19 21 Seal concrete (Bottom slab concrete, Filling inside of SPSP)
SD345 D13 D16 D19 D22 D25 D29 D32 D35 D38330 400 480 550 630 730 800 1160 340 420 500 580 660 760 840 1210370 450 530 620 700 810 890 980 1060410 510 600 690 790 910 1010 1100 1190
Lengthla (mm)
Class Yield point or Tensile stress Structural member proof stress (MPa) (MPa)SKY490 >>315 >>490 Steel pipe sheet pileSKY400 >>235 >>400 Steel pipe sheet pileSTK400 >>235 >>400 Joint pipe for steel pipe sheet pile
SD390420 520 610 710 800 930 1030 1120 1220 470 580 690 790 900 1050 1150 1260 1370
σ=30N/mm2σ=24 N/mm2
DETAILED DESIGN ON
CONSTRUCTION PROJECT
REPUBLIC OF THE UNION OF MYANMAR
DEPARTMENT OF BRIDGEAPPROVED BY
SIGNATURENAME
PREPARED BY
CHECKED BY
NIPPON KOEI CO., LTD. COUNTERPARTPROJECT NAME DRAWING TITLE PACKAGE
DWG No.
JICA STUDY TEAM
METROPOLITAN EXPRESSWAY COMPANY LIMITED CHODAI CO.,LTD.
ORIENTAL CONSULTANTS GLOBAL CO., LTD. MINISTRY OF CONSTRUCTION
T. HAYAKAWA
Y. SANO
BAGO RIVER BRIDGE
DATEFINANCED BY
NIPPON ENGINEERING CONSULTANTS CO.,LTD.
JAPAN INTERNATIONAL
COOPERATION AGENCYS. IMADA 15 Jun.2017
20 Jun.2017
21 Jun.2017
GENERAL NOTES(STEEL BOX GIRDER BRIDGE)
2
P2-GE-1021
GENERAL NOTES(STEEL BOX GIRDER BRIDGE)
1. GENERAL DESCRIPTION1) A bridge with 4-lane road with width 3.5m/lane have been provided.2) All drawings are to be read in conjunction with the technical specification.3) All chainages, coordinates and elevations are shown in meter.4) All dimensions are shown in millimeters.5) WGS84 UTM coordinate system is applied.6) Vertical control is based on the BM. 76097 established by Myanmar Survey Department.7) Dimensions shown in the drawing are ones after the period of calculation of creep and/or shrinkage.
2. DESIGN CODESThe structure shall be designed in accordance with Specifications for Highway Bridges of Japan Road Associations (JSHB, 2012).
3. DESIGN LOADS1) Dead loads2) Live loads AASHTO HL-933) Shrinkage and creep4) Effect of temperature +10℃ to +40℃ (25℃ ± 15℃)5) Wind load
W=44.7m/sec6) Effect of earthquake
Horizontal seismic coefficient K=0.307) Earth pressure8) Water pressure9) Buoyant Force
4. RIVER CONDITION
5. CONCRETE1) Unless otherwise indicated the strength of concrete shall be of the following grade based on 28 days cylinder strength.
2) Grouting mortar with ƒDck =45MPa is used .3) All exposed edges of concrete shall be chamfered 20x20 mm unless noted otherwise.
6. REINFORCEMENT1) Unless otherwise indicated reinforcement bar shall be high strength deformed bar confirming to the requirement of JIS G 3112.
2) Clear cover to reinforcement as follows unless otherwise stated on the component of drawings.
3) Minimum requirements for development length and lap length for reinforcement bar shall be comply to the JSHB. Mechanical splice shall be used for the connection of reinforcement bars 35mm of diameter or exceeded instead of lap joint.
7. PRESTRESSING STEEL1) Unless otherwise indicated prestressing steel shall be low relaxation strand confirming to the requirement of JIS G 3536 or JIS G 3109.
8. STEEL PIPE SHEET PILE1) Unless otherwise indicated steel pipe sheet pile shall be confirming to the requirement of JIS A 5530 or JIS G 3444.
9. OTHER STRUCTURE1) Bearings and Anchor bars shall satisfy the requirement of the force and displacement stated on the Drawings.2) Expansion joint shall satisfy the requirement of the displacement stated on the Drawings.
Elevation RemarksHigh Water Level (H.W.L.) MSL +4.990 100 year floodH.W.L. for temporary work MSL +4.340 5 year floodLow Water Level (L.W.L.) MSL -2.39River Bed Level A1 N/A Designed River Bed Level A2 side or P20~P22 MSL -7.490
Class Yield point or Tensile Structural member 0.2% proof stress stress (MPa) (MPa) SD390 >>390 >>560 Pier column axial rebar :P4 through P23 SD345 >>345 >>490 Superstructure, substructure, Stud rebar SD295 >>295 >>440 Accessories (saddle)
Structural member Cover (mm)Cast in situ pile 120Pile cap 70Pier, abutment and approach slab 70Pier beam 50Main girder 35Slab, wheel guard 30
Diameter σ=40N/mm2
σ=36 N/mm2σ=30 N/mm2σ=24 N/mm2
Class Grade Structural member19S15.2mm ECF strand SWPR7BL External tendon for PC box girder12S15.2mm strand SWPR7BL Internal tendon for PC box girder(longitudinal)3S12.7mm strand SWPR7BL Internal tendon for PC box girder(transverse)4S15.2mm strand SWPR7BL Internal tendon for PC box girder(crossbeam)φ32 bar SWPR930/1080 Internal tendon for PC box girder(crossbeam)12S12.7mm strand SWPR7BL Internal tendon for PC-I girder(longitudinal)1S19.3mm strand SWPR7A Internal tendon for precast PC panel of PC -I girderφ32 bar SWPR930/1080 Internal tendon for PC-I girder(crossbeam)
Strength(MPa) Structural member 50 Precast segment & CIP portion for PC box girder 40 Main girder for PC-I GIRDER 30 RC CIP slab, crossbeam and connection for PC-I girder Pier head and column : P4 through P23 Cast-In-Place RC pile 24 RC concrete: general, wheel guard.... Abutment A1 , A2 and AO1 Pier for P1 to P3,P24,P25,PO1 to PO3 Footing : P4 through P23 21 Seal concrete (Bottom slab concrete, Filling inside of SPSP) 18 Blinding concrete, etc
SD345 D13 D16 D19 D22 D25 D29 D32 D35 D38330 400 480 550 630 730 800 1160 340 420 500 580 660 760 840 1210370 450 530 620 700 810 890 980 1060410 510 600 690 790 910 1010 1100 1190
Lengthla (mm)
Class Yield point or Tensile stress Structural member proof stress (MPa) (MPa)SKY490 >>315 >>490 Steel pipe sheet pileSKY400 >>235 >>400 Steel pipe sheet pileSTK400 >>235 >>400 Joint pipe for steel pipe sheet pile
SD390420 520 610 710 800 930 1030 1120 1220 470 580 690 790 900 1050 1150 1260 1370
σ=30N/mm2σ=24 N/mm2
Note : This general notes is not applicable to the following structures; - Cable stayed bridge- Piers P10 through P13
GENERAL NOTES(PC BOX GIRDER BRIDGE)
GENERAL NOTES 2
(PC BOX GIRDER BRIDGE) P2-GE-1031
DETAILED DESIGN ON
CONSTRUCTION PROJECT
REPUBLIC OF THE UNION OF MYANMAR
DEPARTMENT OF BRIDGEAPPROVED BY
SIGNATURENAME
PREPARED BY
CHECKED BY
NIPPON KOEI CO., LTD. COUNTERPARTPROJECT NAME DRAWING TITLE PACKAGE
DWG No.
JICA STUDY TEAM
METROPOLITAN EXPRESSWAY COMPANY LIMITED CHODAI CO.,LTD.
ORIENTAL CONSULTANTS GLOBAL CO., LTD. MINISTRY OF CONSTRUCTION
M. OHYAMA
T. HAYAKAWA
Y. SANO
BAGO RIVER BRIDGE
DATEFINANCED BY
NIPPON ENGINEERING CONSULTANTS CO.,LTD.
JAPAN INTERNATIONALCOOPERATION AGENCY
15 Jun.2017
20 Jun.2017
21 Jun.2017
GENERAL NOTES
1. THE ELECTRICAL WORKS SHALL BE DONE UNDER THE DIRECT SUPERVISION OF THE DUTY REGISTERED ELECTRICAL ENGINEER.
2. THE CONTRACTOR SHALL SECURE ALL PERMITS AND PAY ALL FEES REQUIRED FOR ELECTRICAL INSTALLATION WORKS AND FURNISH THE OWNER, THROUGH THE ENGINEER, THE FINAL CERTIFICATE OF ELECTRICAL INSPECTION AND APPROVAL FROM PROPER GOVERNMENT AUTHORITIES FOR THE COMPLETE ELECTRICAL WORKS.
3. ALL ELECTRICAL MATERIALS TO BE USED SHALL BE BRAND NEW AND APPROVED TYPES.
4. ALL UNDERGROUND CONDUIT PIPES AND CONDUIT RUN EMBEDDED IN CONCRETE SHALL BE HIGH-DENSITY POLYETHYLENE (HDPE)..
5. UNPROTECTED CONDUIT RISERS AND EXPOSED CONDUIT SHALL BE GAS PIPE(GP).
6. ALL CONDUIT RUN SHALL BE PROVIDED WITH A 14mm2 BARE COPPER GROUND WIRE AND SHALL BE TERMINATED AT MAIN DISTRIBUTION PANEL BOARD, ALL EQUIPMENT, METALLIC PARTS AND SURFACES SHALL BE EFFECTIVELY GROUNDED.
7. ALL STREET LUMINAIRE ASSEMBLIES INCLUDING POLES SHALL WITHSTAND UP TO 180 KpH GUSTING WINDS WITHOUT PERMANENT DEFORMATION.
8. THE ELECTRICAL SERVICE VOLTAGE FOR THAKETA SIDE SHALL BE 11KV/240V SECONDARY, 3-PHASE 4 WIRE, 50 HERTZ AC.
9. THE ELECTRICAL SERVICE VOLTAGE FOR THANLYIN SIDE SHALL BE 6.6KV/240V SECONDARY, 3-PHASE 4 WIRE, 50 HERTZ AC.
10. THE CONTRACTOR SHALL EXERCISE EXTREME CARE IN REMOVING EXISTING INSTALLATIONS, APPROPRIATE TOOLS AND EQUIPMENT SHALL BE UTILIZED TO MINIMIZED DAMAGE.
11. ALL FEEDER LINES AND BRANCH CIRCUITS SHALL BE INSTALLED AS INDICATED ON PLANS, INDIVIDUAL FEEDER AND BRANCH CIRCUIT AND HOMERUNS SHALL NOT BE COMBINED IN THE SAME RACEWAY UNLESS SPECIFIED.
12. LOCATIONS OF ELECTRICAL EQUIPMENT AND DEVICES INCLUDING CONDUIT ROUTINGS SHOWN IN THE DRAWINGS ARE APPROXIMATE LOCATION ONLY. CONTRACTOR SHALL ALLOW FOR NECESSARY FIELD ADJUSTMENTS TO SUIT ACTUAL CONDITION AT SITE.
13. SUBMIT COMPLETE TECHNICAL TECHNICAL SPECIFICATIONS OF MATERIALS/EQUIPMENTS AND SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO START OF INSTALLATION.
ABBRREVATIONS:
AACAFATBCWCCBCHHCTDFDIAECBEHHEL(GND)ATSHIDHZIMCIND'LKVAKWKWHRKAICLEDLPLTGMDPMTDP,ØPVCuPVCROWSTASDBCTWTYPTHWVVAWXLPETEI
: AMPERE: ALTERNATING CURRENT: AMPERE FRAME: AMPERE TRIP: BARE COPPER WIRE: CONDUIT: CIRCUIT BREAKER: COMMUNICATION HANDHOLE: CURRENT TRANSFORMER: DEMAND FACTOR: DIAMETER: ENCLOSED CIRCUIT BREAKER: ELECTRICAL HANDHOLE: ELEVATION: GROUND: AUTOMATIC TRANSFER SWICH : HIGH INTENSITY DISCHARGE LAMP: HERTZ: INTERMEDIATE METAL CONDUIT: INDUSTRIAL: KILOVOLT AMPERE: KILOWATT: KILOWATT HOUR: KILOAMPERE INTERRUPTIG CAPACITY : LIGHT EMITTING DIODE : LIGHTING PANEL BOARD : LIGHTING : MAIN DISTRIBUTION PANEL BOARD: MOUNTED: POLE, PHASE: POLYVINYL CHLORIDE: UNPLASTICIZED POLYVINYL CHLORIDE:RIGHT OF WAY : STATION: SOFT DRAWN BARE COPPER WIRE: THERMOPLASTIC MOISTURE RESISTANT: TYPICAL : THERMOPLASTIC HEAT AND MOISTURE RESISTANT: VOLT / VOLTAGE : VOLT - AMPERE : WATT: CORSS-LINKED POLYETHYLENE INSULATED CABLES: TARLAC ELECTRIC INCORPORATED
: Concrete pole
: Steel pole
: Traffic signal controller
: Vehicle traffic signal
: Arrow sign traffic signal
: Pedestrian signal
: Push-button switch
: Junction box
: Power supply box
: Pull box
: Hand hole
: Raising underground pipe
: Base mounted pole signal head pole (with arm)
: Pedestrian signal head pole (with push-button)
: Underground piping
: Underground wiring
: Control -use vinyl insulated vinyl sheated cable
: Indoor PVC
: Grounding
P B
J
S
P
H
LEGEND
SVV
E
IV
: Vehicle traffic signal : Green light
: Vehicle traffic signal : Yellow light
: Vehicle traffic signal : Red light
: Arrow traffic signal : Green light
: Pedestrian signal lamp : Green light
: Pedestrian signal lamp : Red light
: Common for all indication
G
Y
R
A
PG
PR
COM
MOLD-CASE CIRCUIT BREAKER
GROUNDING
CONTACTOR
BATTERY
AVR AUTOMATIC VOLTAGE LEGULATOR
AMPERE TRIPPINGAT A AMPERE METER
V VOLTAGE METER
F FREQUENCY METER
Eng DIESEL ENGINE
G GENERATOR
Ex EXITER
27R LOW VOLTAGE RELAY
59G OVER VOLTAGE
51R OVERCURRENT RELAY
VS VOLTMETER CHANGE OVER SWITCH
AS AMMETER CHANGOVER SWITCH
CT CURRENT TRANSFORMER
- LIGHTING PANEL
W - KILOWATT HR.METER
- POWER TRANSFORMER
- PRIMARY CUTOUT (PE) WITH POWER FUSE (PF)
- LIGHTING ARRESTER (LA)
- CURRENT FUSECF
- MAIN DISTRIBUTION PANELMDP
- POWER FUSEPF
DETAILED DESIGN ON
CONSTRUCTION PROJECT
REPUBLIC OF THE UNION OF MYANMAR
DEPARTMENT OF BRIDGEAPPROVED BY
SIGNATURENAME
PREPARED BY
CHECKED BY
NIPPON KOEI CO., LTD. COUNTERPARTPROJECT NAME DRAWING TITLE PACKAGE
DWG No.
JICA STUDY TEAM
METROPOLITAN EXPRESSWAY COMPANY LIMITED CHODAI CO.,LTD.
ORIENTAL CONSULTANTS GLOBAL CO., LTD. MINISTRY OF CONSTRUCTION
T. HAYAKAWA
Y. SANO
BAGO RIVER BRIDGE
DATEFINANCED BY
NIPPON ENGINEERING CONSULTANTS CO.,LTD.
JAPAN INTERNATIONAL
COOPERATION AGENCY15 Sep.2017
22 Sep.2017
29 Sep.2017
T. HAYAKAWA GENERAL NOTES
P2-GE-1041(LIGHTING)
2
GENERAL NOTES(LIGHTING)
ALIGNMENT DIAGRAM SCALE = 1:20,000
1. MAIN HIGHW
AY
2. ACCESS ROADFROM STAR CITYTO THE PROJECT HIGHWAY
5. RELOCATION ROAD BETWEENSHUKHINTHAR MAYOPAT ROAD ANDYANGON - THANLYIN BRIDGE
TO YANGON-THANLYIN BRIDGE
FROM YANGON-THANLYIN BRIDGE
YADANAR ROAD
SHUKHINTH
AR MAYOPAT R
OAD
NAW
ARAT
STR
EET
3. ACCESS ROADFROM TOLL PLAZATO SHUKHINTHAR MAYOPAT ROAD
4. ACCESS ROADFROM SHUKHINTHAR MAYOPAT ROADTO TOLL PLAZA
STAR CITYINTERSECTION
N 1,860,500 M
N 1,860,400 M
N 1,860,300 M
N 1,860,200 M
N 1,860,100 M
N 1,860,000 M
N 1,859,900 M
N 1,859,800 M
N 1,859,700 M
N 1,859,600 M
N 1,859,500 M
N 1,859,400 M
N 1,859,300 M
N 1,859,200 M
N 1,859,100 M
N 1,859,000 M
N 1,858,900 M
N 1,858,800 M
N 1,858,700 M
N 1,858,600 M
N 1,858,500 M
N 1,858,400 M
N 1,858,300 M
N 1,858,200 M
N 1,858,100 M
N 1,858,000 M
N 1,857,900 M
N 1,857,800 M
N 1,857,700 M
N 1,857,600 M
N 1,857,500 M
N 1,857,400 M
N 1,857,300 M
N 1,857,200 M
N 1,857,100 M
N 1,857,000 M
N 1,860,500 M
N 1,860,400 M
N 1,860,300 M
N 1,860,200 M
N 1,860,100 M
N 1,860,000 M
N 1,859,900 M
N 1,859,800 M
N 1,859,700 M
N 1,859,600 M
N 1,859,500 M
N 1,859,400 M
N 1,859,300 M
N 1,859,200 M
N 1,859,100 M
N 1,859,000 M
N 1,858,900 M
N 1,858,800 M
N 1,858,700 M
N 1,858,600 M
N 1,858,500 M
N 1,858,400 M
N 1,858,300 M
N 1,858,200 M
N 1,858,100 M
N 1,858,000 M
N 1,857,900 M
N 1,857,800 M
N 1,857,700 M
N 1,857,600 M
N 1,857,500 M
N 1,857,400 M
N 1,857,300 M
N 1,857,200 M
N 1,857,100 M
N 1,857,000 M
E 20
3,30
0 M
E 20
3,40
0 M
E 20
3,50
0 M
E 20
3,60
0 M
E 20
3,70
0 M
E 20
3,80
0 M
E 20
3,90
0 M
E 20
4,00
0 M
E 20
4,10
0 M
E 20
4,20
0 M
E 20
4,30
0 M
E 20
4,40
0 M
E 20
4,50
0 M
E 20
4,60
0 M
E 20
4,70
0 M
E 20
4,80
0 M
E 20
4,90
0 M
E 20
5,00
0 M
E 20
5,10
0 M
E 20
5,20
0 M
E 20
5,30
0 M
E 20
5,40
0 M
E 20
5,50
0 M
E 20
5,60
0 M
E 20
5,70
0 M
E 20
5,80
0 M
E 20
5,90
0 M
E 20
6,00
0 M
E 20
6,10
0 M
E 20
3,30
0 M
E 20
3,40
0 M
E 20
3,50
0 M
E 20
3,60
0 M
E 20
3,70
0 M
E 20
3,80
0 M
E 20
3,90
0 M
E 20
4,00
0 M
E 20
4,10
0 M
E 20
4,20
0 M
E 20
4,30
0 M
E 20
4,40
0 M
E 20
4,50
0 M
E 20
4,60
0 M
E 20
4,70
0 M
E 20
4,80
0 M
E 20
4,90
0 M
E 20
5,00
0 M
E 20
5,10
0 M
E 20
5,20
0 M
E 20
5,30
0 M
E 20
5,40
0 M
E 20
5,50
0 M
E 20
5,60
0 M
E 20
5,70
0 M
E 20
5,80
0 M
E 20
5,90
0 M
E 20
6,00
0 M
E 20
6,10
0 M
ALIGNMENT LAYOUT AND GEOMETRIC DATA2
POINTNAMEBPKE 1-1KA 1-1KA 1-2KE 1-2BC 2EC 2KA 3-1KE 3-1KE 3-2KA 3-2KA 4-1KE 4-1KE 4-2KA 4-2EP
STATION NORTHINGX-COORDINATE1857219.2910511857233.5087371857263.3723231857320.9936241857359.8503501857597.9276061857873.0732021859405.3802231859452.3111311859491.8268371859542.7490641859547.3760911859597.4675601859702.8294671859738.6113031860107.078174
EASTINGY-COORDINATE205789.549518205769.022741205727.441550205664.628061205631.296633205434.024909205242.524037204356.760802204330.947038204313.816465204297.209619204295.808734204279.125895204211.024695204172.202890203749.682533
ELEMENT ACCUMULATEDDISTANCE
0.00000024.96980576.169805
161.512727212.712727521.900231857.521703
2627.4203762680.9918042724.0798002777.6512282782.4856732835.2981732961.5706193014.3831193575.000000
0+000.0000000+024.9698050+076.1698050+161.5127270+212.7127270+521.9002310+857.5217032+627.4203762+680.9918042+724.0798002+777.6512282+782.4856732+835.2981732+961.5706193+014.3831193+575.000000
STRAIGHT LINECLOTHOID A=160CIRCLE R=500CLOTHOID A=160STRAIGHT LINECIRCLE R=2000STRAIGHT LINECLOTHOID A=150CIRCLE R=420CLOTHOID A=150STRAIGHT LINECLOTHOID A=130CIRCLE R=320CLOTHOID A=130STRAIGHT LINE
ELEMENTLENGTH
24.96980551.20000085.34292351.200000
309.187504335.621472
1769.89867353.57142943.08799553.5714294.834445
52.812500126.272446
52.812500560.616881
AZIMUTH ANGLE
1. MAIN HIGHWAY
DESIGN ELEMENTS OF HORIZONTAL ALIGNMENT
304°307°317°320°320°329°329°333°339°343°343°338°315°311°311°
42'38'25'21'21'58'58'37'30'
9'9'
25'49'
5'5'
29.009669"29.767749"16.250510"17.008590"17.008590"10.457547"10.457547"25.100803"
5.903241"20.546495"20.546495"39.671372"
7.291643"26.416517"26.416517"
POINTNAMEBPBC-1EC-1KA 2-1KE 2-1KE 2-2KA 2-2BC-3EP
STATION NORTHINGX-COORDINATE1857586.2507731857589.7358281857624.1345841857647.1024281857663.2828831857554.9810131857584.1545351857680.0705761857765.821505
EASTINGY-COORDINATE205393.281977205396.083549205436.728193205477.690573205517.356898205497.547926205466.177078205385.722045205321.300759
ELEMENT ACCUMULATEDDISTANCE
0.0000004.471511
58.044963105.007058148.110506367.483423410.586871535.778322643.083345
0+000.0000000+004.4715110+058.0449630+105.0070580+148.1105060+367.4834230+410.5868710+535.7783220+643.083345
STRAIGHT LINECIRCLE R=140STRAIGHT LINECLOTHOID A=50CIRCLE R=58CLOTHOID A=50STRAIGHT LINECIRCLE R=1000
ELEMENTLENGTH
4.47151153.57345146.96209543.103448
219.37291743.103448
125.191450107.305023
AZIMUTH ANGLE
2. ACCESS ROAD FROM STAR CITY TO THE PROJECT HIGHWAY
38°60°60°82°
298°320°320°326°
47'43'43'
0'43'
0'0'9'
42.593542"13.433109"13.433109"37.609033"11.268296"35.444221"35.444221"28.675974"
POINTNAMEBPKA 1-1KE 1-1KE 1-2KA 1-2KA 2-1EP
STATION NORTHINGX-COORDINATE1859387.0832661859410.8227241859457.1425191859495.6350511859545.9003321859550.5273591859596.665312
EASTINGY-COORDINATE204379.898737204366.175940204340.689898204324.002884204307.618036204306.217150204291.095464
ELEMENT ACCUMULATEDDISTANCE
0.00000027.42037680.298246
122.270570175.148440179.982885228.545623
0+000.0000000+027.4203760+080.2982460+122.2705700+175.1484400+179.9828850+228.545623
STRAIGHT LINECLOTHOID A=147.083849CIRCLE R=409.125000CLOTHOID A=147.083849STRAIGHT LINECLOTHOID A=132.996909
ELEMENTLENGTH
27.42037652.87787041.97232452.8778704.834445
48.562738
AZIMUTH ANGLE
3. ACCESS ROAD FROM TOLL PLAZA TO SHUKHINTHAR MAYOPAT ROAD
329°333°339°343°343°341°
58'40'33'
9'9'1'
10.457547"19.933366"
0.735807"20.546495"20.546495"10.050264"
POINTNAMEBPKA 1-1KE 1-1KE 1-2KA 1-2KA 2-1EP
STATION NORTHINGX-COORDINATE1859376.1982651859399.9377221859447.4797431859488.0186231859539.5977961859544.2248231859577.579400
EASTINGY-COORDINATE204361.068463204347.345665204321.204179204303.630046204286.801203204285.400317204274.853056
ELEMENT ACCUMULATEDDISTANCE
0.00000027.42037681.685363
125.889030180.154017184.988462219.973050
0+000.0000000+027.4203760+081.6853630+125.8890300+180.1540170+184.9884620+219.973050
STRAIGHT LINECLOTHOID A=152.909864CIRCLE R=430.875000CLOTHOID A=152.909864STRAIGHT LINECLOTHOID A=127.777631
ELEMENTLENGTH
27.42037654.26498744.20366754.2649874.834445
34.984588
AZIMUTH ANGLE
4. ACCESS ROAD FROM SHUKHINTHAR MAYOPAT ROAD TO TOLL PLAZA
329°333°339°343°343°341°
58'34'27'
9'9'0'
10.457547"39.093555"19.895993"20.546495"20.546495"29.487429"
POINTNAMEBPBC 1EC-1
TO YANGON-THANLYIN BRIDGEBC-2EP
FROM YANGON-THANLYIN BRIDGEBC-2EP
STATION NORTHINGX-COORDINATE1859592.4529451859591.8100751859568.426887
1859517.8161661859474.391353
1859530.9465411859492.287742
EASTINGY-COORDINATE204287.866125204312.163713204340.633817
204352.059301204380.139144
204349.095089204392.126807
ELEMENT ACCUMULATEDDISTANCE
0.00000024.30609263.975512
115.859871168.655834
102.399065164.083776
0+000.0000000+024.3060920+063.975512
0+115.8598710+168.655834
0+102.3990650+164.083776
STRAIGHT LINECIRCLE R=30
STRAIGHT LINECIRCLE R=75
STRAIGHT LINECIRCLE R=50
ELEMENTLENGTH
24.30609239.669420
51.88435952.795963
38.42355361.684711
AZIMUTH ANGLE
5. RELOCATION ROAD BETWEEN SHUKHINTHAR MAYOPAT ROAD AND YANGON - THANLYIN BRIDGE
91°167°
167°126°
167°96°
30'16'
16'56'
16'35'
56.114217"42.957166"
42.957166"43.638429"
42.957166"35.259250"
NOTE: 1. STAR CITY INTERSECTION CONSISTS OF FOUR (4) ROADS, I.E., MAIN HIGHWAY, YANGON ACCESS LINE, THILAWA ACCESS LINE AND STAR CITY ACCESS LINE. SEE STAR CITY INTERSECTION DRAWINGS FOR THE HORIZONTAL ALIGNMENT DATA OF YANGON ACCESS LINE, THILAWA ACCESS LINE AND STAR CITY ACCESS LINE.
2. SEE THE DESIGN DATA OF HORIZONTAL ALIGNMENT OF SHUKHINTHAR MAYOPAT ROAD AND NAWARAT STREET INTHE DRAWING INCLUDED IN PACKAGE 3 DRAWINGS.
3. SEE THE DESIGN DATA OF HORIZONTAL ALIGNMENT OF YADANAR ROAD IN THE DRAWING INCLUDED IN PACKAGE3 DRAWINGS.
DETAILED DESIGN ON
CONSTRUCTION PROJECT
REPUBLIC OF THE UNION OF MYANMAR
DEPARTMENT OF BRIDGEAPPROVED BY
SIGNATURENAME
PREPARED BY
CHECKED BY
NIPPON KOEI CO., LTD. COUNTERPARTPROJECT NAME DRAWING TITLE PACKAGE
DWG No.
JICA STUDY TEAM
METROPOLITAN EXPRESSWAY COMPANY LIMITED CHODAI CO.,LTD.
ORIENTAL CONSULTANTS GLOBAL CO., LTD. MINISTRY OF CONSTRUCTION
T. HAYAKAWA
T. HAYAKAWA
Y. SANO
BAGO RIVER BRIDGE
DATEFINANCED BY
NIPPON ENGINEERING CONSULTANTS CO.,LTD.
JAPAN INTERNATIONAL
COOPERATION AGENCY15 Jun.2017
20 Jun.2017
21 Jun.2017 P2-GE-2001