Hanoi Line 2 Complete Dwgs

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UY BAN NHAN DAN THANH PHO HA NQI - HA NOI PEOPLE'S COMMITTEE BAN Dl)' AN DlJONG SAT DOTH! HA NQI- HANOI METROPOLITAN RAILWAY TRANSPORT PROJECT BOARD (HRB)

B6 cAP v A HoAN THIEN THIET KE ca sa

SUPPI.~EMENT AND IMPROVING BASIC DESIGN

Dlf AN XAY DT/NG TUYEN DUONG skr DO THJ THANH PRO HA N(H SO 2, DO~N NAM THANG LONG- TR4.N HUNG D~O HANOI CITY URBAN RAILWAY CONSTRUCTION PROJECT- LINE 2, NAM TRANG LONG- TRAN HUNG DAO SECTION

TAP II: BAN VE- VOLUME II: DRAWINGS

QUYEN 1: DO~N TREN CAO BOOK 1: ELEVATED SECrfl()N

DIA DIEM: THANH PHO HANOI

LOCATION: HANOI CITY

LIEN DANH TU VAN OC/KEI/TEC/P AD/ALM/TEDI/TRICC- JOINT VENTURE OF OC/KEFfEC/PAD/ALM/TEDI/TRICC

HA NQI, THANG 11 NAM 2011 -HANOI, NOVEMBER 2011

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QUYEN 1: f>O~N TREN CAO BOOK 1: ELEVATED SECTION

QUYEN 2: f>O~N f>I NGAM BOOK 2: UNDERGROUND SECTION

QUYEN 3: DEPOT VA CO SO TONG HAU MAY TOAXE, V~N HANH VA BAO DUONG BOOK 4: E&M SYSTEM, RAILWAY TRACK, ROLING STOCK, OPRATION & MAINTENANCE

1.1 DRAWING LIST ? N

1.1 DANH MUC BAN VE

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DRAWING TITLE

AND PROFILE -MAINLINE KM 0+600 TO KM 1+200

AND PROFILE- MAINLINE KM 1+200 TO KM 1+800

T~N BAN V~

LIST OF DRAWING (1/3) DANH MUC BAN VE (1/3)

DRAWING TITLE

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~~ il~s~~~:V~o=d~l =~~~~A~~=~=========N=0~.?~~~~~~~~~~~~~~~~=61==========~=====~E~~~p~~L~()~Y=~E~R~=-=C~~H~U~'=8~~A~U~~T~~LJ=======~===============G~~E~N~~E~RA~=~L=C~~()~=N~S~U~~L3T~A~N=:T==-~T:~LJ~=V~A~=N=C~~H=U~:N:G~~=====~:::::~,-----,N~H:~~~~~~cN~n~0~"~~~~~"-T~~~~L~Nw"-:NJN7~no0"-N~~o~sU.~CT~cn~'~w%o~~~o~N~~E~EcTr('l----ID.ou''-'-"'"010Awv~.-----i : 0::1 TITLE NAME Dl! AN xAY DVNG TUY~N >VO'NG sAT >0 TH[ THANH PH6 HANQI SCALE TY LJ;: ~.~fL----i----+-----------------------------1 HA N()l PEOPLE'S C()~~ITTEE cHucoANH ToN TUYENSi52.BDANNAMTHANGLoNc-TRAI

DRAWING TITLE

HA NOI PEOPLE'S COMMITTEE UY BAN NHAN DAN TP HA NQI HANOI METROPOLITAN RAILWAY

TRANSPORT PROJECT BOARD

T~N BAN vE

BAN Dl/ AN flU'ONG sAT flO TH! HA NQI

LIST OF DRAWING (2/3) DANH MUC BAN VE (2/3)

DRAWING NUMBER sAN VE s6

vc

COVER 110

DRAWING TITLE TEN BAN VE

. VJEVVI'()R p Yiffi jBO TRI CHUNG TR\ ~ ::rQp: I lBO TRI C I P16L lEW I _PIER lBO TR UNC I I FC _PIER lBO 1BL

IFO I 1,1 P19L

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m I FOR I-STEEL GIROERAT PLAo -u~"' 86 TRI CHUNG DAM IKE GA: L= 20m COVER '_1.7.3.1.2 SUI . KET CAll PHAN DVO

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IFORP11SPIER B0TRICHUNGTRl.JP11S I FOR P12S ' P17S PIER 80 fRI CHUNG TRU I P17S I FOR P1BS PIER BC rRI CHUNG fRU P18S

[1":7.3.2 NGOAI GIAO DOAN STATION (C2 STI\ll()_t

D RAWING NUMBER BA N v~ s6

111

COVER

10 11

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DRAWING TITLE

'PLAN I PLAN

,CROSS SECTION 'DETAIL 1 'DETAIL2

[1.8.2 NGOAI GIAO DOAN STATION (C2 STATION) [SITE PLAN

I AREA GUPLATFORM I AREA

PLAN 'PLAN

I PLAN [ELE [CROSS I

'DETAIL 1 DETAIL2

.8.3 rAY HO TAY STATION (C3

1.2 GENERAL INFOMATIONS " 1.2 THONG TIN CHUNG

1.2.1 GENERAL NOTES T

1.2.1 GHI CHU CHUNG

l OUNGSO'AD61 (NAM THANG LONG- TRAN HUNG DAOSECTION {UNE2){1) :[ ~ TITLE NAME SIGNATURE DIJ AN xAy DUNG TUY~N ElUO'NG SAT ElO THI THANH PHd HANOI '"' HANOI PEOPLE'S COMMITTEE cHvcoANH reN cH~ ruv~Ns6z,ooANNAMTHANGLoNG-TRANHVNGoAo ~ ~ t------t-----+---------------------------1 ., DESIGNER ~ STAGE: SUPPLEMENT & IMPRROVING BASIC DESIGN ~,g UY BAN NHAN DAN TP HA NO. I " THI~TK!';" HOANGNGHIAQUANG GTAIDO;:.N:B6C~VAHOANTHI~NTHI~TK~CC1S0 g' ~ t------t-----+---------------------------1 CHECK t ~'!.. lj} sCAT HOANG OUOC CUONG ;-" J..C.--~ it------t-----+---------------------------1 H~RNA~S~~T:,-0:~6~~~~ ~~~~~ Y Hanoi Qty Urban Railwav ConsUJ!cfion PfJl:;;.;. ~~MT~~~~~Kl voSHIO MAEDA v GENERAL NOTES (1/5) l~t------+-----+---------------------------1 NamThangLcmg-TranHungDaosoo,on(Line2) ~~~~TrM HARUOYANAGAWA ~~ .~ GHI CHO CHUNG (1/5) ORGS.-KhDBV: ~~L-__ J_ __ _l ________________________ ~ __ B_A_N __ D~~-A_._N_B_U __ O_N_G __ s_A_T_B_O __ T_H~[_H_A __ N_Q~I-l_o_c __ t_K_E_I_I_T_E_C_I_P_A __ D_I_A_L_M __ I_T_E_D_I_I_T_R_IC_C __ ~~~,~~~~a~~~~~~~~,~~~~"'~""~'~~w=A----~----~------------------------------------L---------~

SCALE TY L :

SHEET No. TCI S6:

ORG No. BV s6: HNL2JBDIEUGNTI0001

GENERAL NOTES (2/5) GHI CHU CHUNG (2/5)

2.3 Throng lord I Sidewalk Live load (LP) 2.3 Tng c.lam c.long 1 Ho~t tai bQ hanh (LP) Throng load is not only weight of many people, it include the mechanical equipment on the bridge Ho


2.6 Shrinkage (SH) and Creep (CR) 2.6 Co ng6t (SH) va tll' bien (CR) In designing a concrete structural member, the influence of creep and Trong thiet ke cau ki~n ket cau be tong, anh hU'ong tll' bien va co ng6t cua be tong se dU'

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2.9 Wind load (W) The wind load shall be set appropriately considering the location, topography, ground surfacecondition at the site and the structural properties and section from of the structure. The decision of this load should refer to Vietnamese Technical Standards due to the natural influence.

2.10 Earthquake Force (EQ) Earthquake effects shall be decided with considering the location of structure, geotechnical condition and characteristic period of structural. The decision of this forceshould refer to Vietnamese Technical Standards TCXDVN 375-2006.

2.11 Impacting vehicle force (M) Basically, the guard fence for the column of viaduct should be installed to avoid the vehicle crash. If it is no guard fence, the impacting vehicle force shall be considered to design of the structure at above the ground 1.8m height and horizontally. The force shall be as follows,

( 4M2=500kN

M1=1 ,OOkN Where; Ml: Force of longitudinal road direction= 1,000kN M2: Force of road cross direction = 500kN

2.9 Tai tr9ng gi6 (W) Tai tr9ng gi6 se du'

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"' GENERAL NOTES (5/5) GHI CHU CHUNG (5/5)

3. MATERIAL 3.1 Concrete:

DesiQn strenqth (by cylinder test)_ of concrete of specified as follows:: Class Structure Elements in use Strength fc' (Mpa) C40 Fabricated Pre-stressed Concrete Girder(Box and 40 I Girder) C35 Pre-stressed Concrete Cast in situ (diaphragm,

anchor block, cantilever beam) C30 Piers, Abutment, Bored pile C25 Deck slab C20 Levellin>J concrete, Regulated set Cement C15 Lean concrete

40

35 25 20 15

3.2 Reinforcing steel bar:

3.3

Strength of reinforcing steel bar used follows TCVN 1651:2008 I Type I Yield strength (MPa) I Tensile strength (MPa) I I CB400V I 400 I 570 I

Elastic moduls of the reinforcing steel is 200,000Mpa in accordance with article 5.4.3.2 of 22TCN-272-05. The strength of a mechanical joint shall not be les than 125% b the strength of the rebar to be jointed. Diameter and sectional areas of rebar to be used in the design are shown in table as

follows: Reinforce bar Diameter an sectional areas

Nominal Diameter of Rebar Sectional area (mm2) Unit Weight (Kg/m) D10 78.5 0.617 D12 113.1 0.888 D14 153.9 1.210 D16 201.1 1.580 D18 254.5 2.000 D20 314.2 2.470 D22 380.1 2.980 D25 490.9 3.850 D28 615.8 4.830 D32 804.2 5.550 D36 1017.9 6.310

Prestressing Tendons: Notation, norminal diameter yield and tensile strength of prestressing tendons are specified as follows:

Notation Nominal Yield strength Tensile Utilization diameter (mm) (MPa) strength (MPa) Box girder, I

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1.2.2 CONSTRUCTION GAUGE 1.2.2 KH6 GI6I HAN

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1. GENARAL AREA KHU VlfC CHUNG

Legencdc.;: ________________ __

UNDERGROUND SECTION SCALE 1:50 DO~N Dl NGAM

riLE 1:50

RAIL LEVEL CAO ElO ElU'ONG RAY

Special Construction Gauge for PSD Sensor Kh6 gi&i h~n a~c bi!)!t cho bQ cam biGn clra chan ke ga

: Vehicle Gauge with Gadget on Roof when Pantograph folding : Kh6 gi&i h

1.3 ALIGNMENT LOCATION MAP 1.3 BAN DO VI TRi TUYEN

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[LEGEND I GHI CHO: I -o- NOT GIAO /INTERCHANGE

' === EllfONG SATOu6c GIA/ NATIONAL RAILWAY -(j)- TUY~N EllfONG sAT ElO THI s611 LINE 1 +++!li+J+ TU~N EllJONG sAT ElO THJ s6 2/ LINE 2

~ TU~NEllfONGsATElOTHJs63/LINE3 ......{!)-- TUY~N EllfONG sAT ElO TH! S6 4/ LINE 4 ......{!)-- TUY~N EllJONG sAT ElO THI s6 5/ LINE 5 ---- EllfONG SAT LI~N TlNH /INTERPROVINCIAL RAILWAY

-"~ DlfONG TRVC CH[NH ElO THI/ MAIN CITY HIGHWAY --- EllJONG TRVC HlJONG TAM&CAOT6c/ MAIN RADIAL ROAD & EXPRESSWAY --- lllitiNG VANH llAI/ RING ROAD

NOTE: THE DRAWING IS REFERRED FROM TRANSPORT DEVELOPMENT PLAN OF HANOI CITY UP TO 2020 IN DECISION 90/2008/QD-TTG. CHO THIGH: BAN Vf':. NAY flU'Q'C THAM KHAO TCJ' BAN flO QUY HOACH MANG LU'CYI GIAO THONG TP.HA NOI fl~N NAM 2020 THEO Qfl90/2008/Qfl-TTG.

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~ . BAN Dl)' AN flU'O'NG SAT flO TH! HANOI OC I KEI/ TEC I PAD I ALM I TED I/ TRICC ALIGNMENT LOCATION MAP I BAN flO V! TRI TUY~N

HANOI PEOPLE'S COMMITTEE OY BAN NHAN DAN TP HA NOI HANOI METROPOLITAN RAILWAY

TRANSPORT PROJECT BOARD BAN Dlf AN DLYO'NG SAT DOTH! HA NQI """"""'--~ Hanoi Ci'Ja 1/cban Railway Cons!wction froifct -- Nam T ng Long- Tran Hurlll Dao Sacllon (Lone 2) OC I KEII TEC I PAD I ALM I TED II TRICC

LEGEND I CHU THiGH: UNDERGROUND SECTION ElO,O.N Ell NGAM

ELEVATED SECTION ElO,O.N Ell CAO

0 INTERMEDIATE STATION GA TRUNG GIAN @ MULTI MODAL STATION GA TRUNG CHUYEN

D TERMINAL STATION GA ElAU CUOI TUYEN ABBREVIATION FULL NAME CHCI' VIET TAT TEN ElAY ElO

C1 NAM THANG LONG STATION GA NAM THANG LONG

C2 NGOAI GIAO DOAN STATION GA NGO,O.I GIAO lOAN

C3 TAY HOTAY STATION GATAYHOTAY

C4 BUOI STATION GABU'OI

C5 QUAN NGUA STATION GAQUAN NGI)'A

C6 BACH THAO STATION GABACHTHAO

C7 HOTAY STATION GAHOTAY

cs HANG DAU STATION GA HANGEl,O.U

C9 HOAN KIEM LAKE STATION GA HO HOAN KIEM

C10 TRAN HUNG DAO STATION GA TRAN HU'NG El,O.O

ALIGNMENT LOCATION MAP I BAN ElO V! TRi TUYEN

1.4 ALIGNMENT PRINCIPAL POINTS

1.4 cAc DIEM cHiNH Y:Eu TREN TUYEN

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COORDINATE TABLE OF PRINCIPAL POINTS BANG TOA DO COA CAC DII~M CHiNH YEU

NO. COORDINATE /TQA 80 E N BT 583027.12586 2331994.81484 BP 583064.79182 2331825.82269

Pl-1 583086.95539 2331729.07594 Pl-2 582938.01231 2331360.69202 Pl-3 582691.49496 2330800.57624

THE BEGINNING TANGENT (BT) DloM DAU CUA CANH TUYoN (BT) -,

0

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Pl-3,-__

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2+000~ i ' I

C2 STATION I GA C2 KM 1+135

C3STATION/GAC3 KM 1+890

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+ N 2329950.000

CURRENT SHEET TRANG HII:ON HANH

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LEGEND I CHO TH[CH:

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SURVEY CENTER LINE TIM TUY"N KHAO SAT

CHAINAGE POINT lli"M LY TRINH POINT OF INTERSECTION lliNH llliONG CONG

BOUNDARY POINT OF THE PACKAGES llloM PHAN CHIA CUA CAC G61 THAU

OTHER POINT cAc llloM KHAC

THE ABBREVIATION OF CONTRACT PACKAGE CHO'VI.TTATCUA TCI GOI THAU

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SCALE-TV~: 1112000

SHEET Na_- TO s6:

DRGN.-BVS6: HNL2/BDIELIPP/0001

DRGS.-KhOBV:

' ~ KM 2+232.21CONTRACT PACKAGE: CPA0031 ' I CONTRACT PACKAGE: CPA0011 I ' I ' I i ' I ' I ' I ' I '

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C4STATION GAC4

KM 3+509.922

LEGEND I CHU THIGH:

0

CPA

SURVEY CENTER LINE TIM TUYEN KHAO SAT

CHAINAGE POINT lli~M LY TRINH POINT OF INTERSECTION lllNH lll!ONG GONG

BOUNDARY POINT OF THE PACKAGES lli~M PHAN CHIA COA CAC G61 THAU OTHER POINT cAc lli~M KHAC THE ABBREVIATION OF CONTRACT PACKAGE CHO'VIETTAT COA TO' G61 THAU

EMPLOYER- Tlf HANOI PEOPLE'S COMMITTEE UY BAN NHAN DAN TP HA NQI HANOI METROPOLITAN RAILWAY


COORDINATE TABLE OF PRINCIPAL POINTS BANG TOA DO GOA CAC DII~M CHINH YtU

Jftf-- -~ Hanoi~an Railwa~ Consfruclkln ljpi~ - - Nam long-Tron ungDaoSecti:n(line2) BAN Dl,f AN 8U'CJNG SAT 86TH! HA N

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COORDINATE TABLE OF PRINCIPAL POINTS BANG TOA flO GOA CAC flltM CHINH YtU

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C9 STATION I GA C9 KM 9+864.645

FRAGMENT DIAGRAM I SO flO GHEP MANH

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BOUNDARY POINT OF THE PACKAGES DIEM PHAN CHIA COA CAC G61 THAU

OTHER POINT cAc DIEM KHAC

CURRENT SHEET TRANG HII;N HANH

t l I CPA THE ABBREVIATION OF CONTRACT PACKAGE CHO' VIET TAT COA TCr G61 THAU i m-~ ?.:

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CAC fli~M CHINH Y~U TR~N TUY~N (3/3)

SCALE-TV~: 1112000

SHEET No.- TO s6:

DRG No.-BV S6: HNL21BD/EL!PP/0003

ORGS.-Kh5BV: H BAN DU'. AN flU'

1.5 PLAN AND PROFILE 1.5 BiNH Do v A MAT cAT noc

TO THE BP /81 DAU TUY~N

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RAIL LEVEL

NORTH BOUND DEPOT ACCESS DUONG vAo room"'.~ .. " BAc CAOD

E>fNHRAY

SURVEY CENTERLINE TIM TUY~N KHAOSAT SOUTH I

VERTICAL 1:~;:; ~7~ND DEPO~~C~E: ALIGNMEN-T SURVEY CENTERLINE

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I NORTH BOUND DEPOT ACCESS

f~O~UON~GV~AO~DE~P~OT~"~"~~~~~~~==f=======~~~~~==~~~~~~==:}~~~~======~~::~=========================================== NORTH BOUND TRACK HORIZONTAL EJUONG HUONG sAc IBTC :Q-439.310 L'l::90; R=303.B; L2"'60 ETC" O-'l81.460 ALIGNMENT r-~~~~~f-~~~;,;===~======~~~~L==~~~~~~==:}~~~~======~~:::=========================================== SURVEY CENTERLINE BlNHDit;N TIMTUY~NKHAOsAT IBTC=0-439.305 L1=90;R=301.9;L2=60 ETC=O-'lS'l.4S2

TUY~N SOUTH BOUND TRACK DUONG Hl16'NG NAM I BTC = 0-439.300 ET~=U-1H1.445

SOUTH BOUND DEPOT ACCESS OL10NG VAO DEPOT HL16NG NAM @ll~s~&'A~ii~1 ~~~l~~=,~=m~NHN~Q.~~~~~~~6~~~~~o4oo==~~~~~~o~-ioo~~~~~~~o~oo~~~~~~~o~-1oo~~~~~~~o~~oo~~~~~~~~~~~~~~~ ~ NOTE/ GH! CHU: ALL I :SHOWN ARE f-'KU. DATA" :ONLY !TOAN BQ LYTRiNHfJVQCTHEH!I~.NTREN BANVE lALYTRiNHTVONG lJNG C0AElV6NG TIM TUYEN. EMPLOYER- CH''' n'R'' TLJ GENERAL CONSUL THIT Tl P \/A hi r''-'1 lhlr.! HANOICil/URBAN RAILWAY CONSTRUCTION PROJECT lU 1:.11"\U -I Ml" ' U v ~" ~"':""'::"__ 11 'I HANG TRAN HUNG DAO SECTION (LINE21(11

HANOI PEOPLE'S COMMITTEE ~~-~~:i~ANH~;;:;;;~","10~~E==tl"~~~~ ~~"~iN.~N'i.,ffiu~~N~H'i~~i~r~,g~~~,j~"~~~H~~~NH~PEH~O~H~A=N0=1 ==ils:CAl,~--;rr>~'~'~,~,=1 LJY BAN NHAN DAN TP HA NQI Jli.. ~ JNGOY'""""AN ~ '' 1 ' '"mNo-T0s6, HANOI METROPOLITAN RAILWAY ~'"~ .. --... .cH"uvuHo~uc"' . .??. PLANANDPROFILEtBINHflOVAMi)TcArooc ""'

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TO THE BP 181 llAU TUYEN

VPI CHA = 0+700 VPI ELEV = 19.650

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C2 STATION I GA C2 KM1+~~

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TO THE EP I Ill cu61 TUYEN

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DATUM ELEV I M;!.TSOsANHD

SURVEY CENTERLINE TIM TUY~N KHAO SAT THI~TK~ SOUTH

NORTH BOUND DEPOT ACCESS DUONG VAO DEPOT HUClNG BAC

13.030%o fil 165.000 . ~-

25.400%o 250.000

13.030%o 165.000

O.OOD%o 684.417

O.OOO%o 750.000

0.000%. 686.943

R388.3: L -so

~ NORTH BOUND TRACK ETC= 0+824.783 ~ HORIZONTAL I -~9~U~ON~G;Hu~ON~G:BA~c~-+====~:B~~===,=='::::L=a=o=~~~~=====~~~~===================================== ~ ALIGNMENT r-~ SURVEY CENTERLINE ETC= 0+824.783 ! TIM TUY~N KHAO SAT R=400; L=SO ~ BlNH DI(:N

~ ~~ ~=-TUY~N SOUTH BOUND TRACK

JU0NG HUClNG NAM

SOUTH I WONG VAO DEPOT Hlf0NG NAM

I r TRINH loSDD

R401.9: L80

R"411.7; L80

O>JDD

ETC 0>824.782

ETC 0+"7 7?7

D+SDD 0+000 1+000 1+ioo 1+2oo NOTE/ GHI CHU: ALL I 'SHOWN ARE I ROJECTIVE DATA TO SURvt< liNe ONLY /TOAN sO LV :THE HIEN- ''" "' \ LYTRINHTUONG UNG CUAWClNGTIM TUvEN.

EMPLOYER- CHU DAU Tlf GENERAL CONSULTANT - Tlf VAN CHUNG ~~:~~~~,~~~:.:~"~'~;: I

TO THE BP /lllllAU TUYEN

C3 STATION I GA C3 KM 1+890

VPI CHA:: 2+000 VPI ELEV:: 18.850

VCL- 69.500 0 -,-----,------,-----~E=L=EV==/~C=A~O~Il=0=:~+=1B=.8=5=-,-----,-----j~~:~L__,-----,-----,--~~H~~~----r-----r-----r-----~----~----~----~----,---AB~~~arr~,~Km~~~~~2~.2~,-----,-----, 30 m 00. t ~

ALIGNMENT

BINH D!I$.N TUY~N

DUONG VAO DEPOT Hl16'NG sAc

NORTH BOUND TRACK mtONG HlfO'NG sAc

SURVEY CENTERLINE TIM TUY~N KHAO SAT

SOUTH BOUND TRACK ElUO'NG HL16"NG NAM ~ ~ 1i: SOUTH BOUND DEPOT ACCESS

c:"'!lll ~ ~ EIU0NG VAO DEPOT Hlf0NG NAM

TO THE EP /Ill CU61 TUY~N

!lf---------~C~H~A~IN~A~G~E~I~L~Y~T~R~IN~H~------~~~.-8r0~0----,------,-----,------r-----t09_0_0----r------.-----.------.----2-00-00-----.-----,------r------.----2-T10-0-----.-----.------.-----.-----2-2T0-0-----.-----.------.-----,-----2+30C ~" ~ E NOTE I GHl CHO: ALL CHAINAGE SHOWN ARE PROJECTIVE OAT A TO SURVEY CENTERLINE ONLY I TOAN BQ L Y TRiNH 8UQC THE Hlli:N TREN BAN VE LA LY TRiNH TL!ONG CfNG GOA 8LJC1NG TIM TUYEN . i~s;r;:..:"'.::D'jv.::o:-'1,1_-:.:.~"'G=i.ir~~~~~~~~~~~~~~"N-Oo:.'f;~"''"u3"'~'"~:',~"1,'"'~~~~6~1~~~~~~~~~~~~~~~~~E~"M:-.:.::p~~L~O~_:Y:-_:::E~:_R= :_-_--_:-=c~:_H:-"::'u='' _:-:El~:_A''-~u~~T~_,:-LJ :_:;-_-_-_-_-_-_-_-+' _-_-_-_-_-_-_-_--~::. _:: _:.: _-= _:: _::. ...:::G~~E~N~~E~RA~iil~3c~_,o==--=N~_,\s::u~~L~T~A~.:.:::N .:_==Tt~--:.: 'C=TtlJ~t..:v\:..A: N~t.:c::::::H~.:u,.: :;::N1.;;\G::. _-= _:: _-= _:. _-= _:.: ..,= '"_: ",.: .,-= "_:":.: ,.,.-=o1.:;.:.:..:.:.:..:{:.;~,:;:M;;N;:~H:=;, ~,;,TY;;G;:,~:,;:;;:;~,;G.:,;\;;":.:;,;;:~w~H:;:'ii~N ciiGo~~;;,:o;;'"~s~7;~;,;~;;,,~;;,%,;7iL~~;:~:,;~;::~T~{I)=-=:.:.:r;;:oAiiTiE :;_ ,iioiAv;,,:.:_:=--~ ~2 HANOI PEOPLE'S COMMITTEE TITLE NAME SIGNATURE Dt,fANxAYDt,fNGTUY~NElUONGSATf.l0TH!TI;!ANHPH6 HANQI SCALE-TYL~: ~ ~ 1-----+-----+------------------------------------..j , " A ' A DE~~~~ROANH T~N C= TUY~~T~~E~~~~P:M~~ :~~~:D~~~~~~S~~NG ElJ?-0 112000

C6~, -----+-----+----------------------------------1 UY BAN NHAN DAN TP HA NQI ' THI~TK~ NGUYENBINHAN .............,. GIAiflOAN:B6CAPVAHOANTHI~NTHI'TK~CC1S0 SHEETNo.-TCis6 wl CHECK g. ~~ cHIFUYUHORIUcHI PLAN AND PROFILE 1 BlNH 80 vA M~T cAroqc 0515 ~' -~--+~~+~~~~~~~~~~~~~~..j HANOI METROPOLITAN RAILWAY o-~ .. ~-~ T

TO THE BP /lllllAU TUYEN

'

'

VPI CHA 0 031 250 ~ VPI ELEV = 10.000

VCL = 62.500 30 - ~~

LJ~ oo ~ m oo ,; 20 ~C! o~ w 0 Li..i .. " > " 5555 \0 I 112000 ---- ---- ----- ----

DATUM ELEV I M,;TSOSANH = 0 RAIL LEVEL 0 0 0 0 M 0 0 0 0 N ~ ;; ~ m "' CAD El liNH RAY ;> ,; ~ ~

EXISTING GROUND LEVEL m m ~ m ~ CAD 80 MAT DATTHttN NHttN ;: "'

~

" ro ~ ~ ~ ~

VERTICAL ALIGNMENT O.OOO%o ~I 31.250%o DQ D6C DQC THI~T K~ 31.250 :1:40.000 HORIZONTAL ALIGNMENT

BlNH DI~TUY~ CHAINAGE I L Y TRINH 0+000

/ /

/

I I

/ /

// " /

"

/

/ /

/

/

/ /

/

BOUNDARY 0 DEPOT AREA 8l10NG RA H GIOI DEPOT

I I

~ ~It)

;} ~ .. w g

-

VPI CHA = 0+271.250 VPI ELEV = 17.500

vc = 93.750 R = 3000

---- ----- ---- ------

- -------- ---- ---

ro

:< ~ ~ ro

~

0+100

---

- -

M ro M ro M ro M ;;; ~ m 1:1 v

"

m ro ~ ;:) "'

ro ~ ; ~ " "

~ ~ ~ ~ M "' ;; ~ ill ~ "' ro :;] ~ ~ ~ ~ ro ~ ~

31.250%o 240.000

BCC 0+204.365

BTC = 0+129.365

0+200

Jftl-~~-~-, Hanoi Ci(K, Urban Railwav Cons/we/jon F'rfJject -- Nam T ang Lcng. Tran Hung Dao Section (Une )

OC I KEII TEC I PAD I ALM I TEDII TRICC

ro ~ ~

'\ B :0 0 ~ ;:

"' ~ ~I O.OOO%o 303.750 R 160; L-75

0+300

~ ~ 0 ,; 0

"' M ~ 0 g I"

---- - ---- -

0 0 0 0 0 0

~ ~ ~ :0 ~ v ~ ro

" ,; ~ ro

TO THE EP /Ill CU61 TUYEN

I

-- - -- ---- -------

---- ------

0 0 0 0 0 0 0 0 0 0 g 0 0 0 "' ~ ~ ~ ~ ~ :0 :0

" :0

0 ~ N ro M 0 N ;;< ro ro

"' :;] " "' ~ ~ ~ ~ ~

ECC- 0+385.469

ETC = 0+460.469

0+400 0+500

PLAN AND PROFILE I BlNH )()VA M,;T Cf:..TOQC NORTH BOUND DEPOT ACCESS I JL10NG VAO DEPOT HL10NG sAC

Km 0+000 to Km 0+500

TO THE BP /919AU TUY~N

u +

+

m . '

() O.,m II

.o 0 + II ....

. ~ 1J ""'

....

'?. .... .... "'

" ~ r--:\----,;1 '

+

VPI CHA=0+740 VP! CHA = 0+575 VPI ELEV = 19.650

VPI ELEV = 17 500 VCL = 39 090 VCL- 39.090 ~ R = 3000 ~ ~ R- 3000 ~ ~ ~ ~ 0 ~0 v ~ v m ~ vo ~ ~ 0 M m :l N .,; ~

30 ~"' v ~ ~ ~ ~ ~ 0 "

0

" + + 0 0

" u u 00 u

~ u ~ > 00 ~w > 00 20

+

+

~ 'o

':.\ -\- 6

+,\ \ 1'viAJN LJNJ

CHINHTUY~N

'+ +

I 1. \ 1~

TO THE EP /91 CU61 TUY~N

;;: ~ 'l c: z m -

'e. 0: z Gl Gl

"'

+

10~-+---~~--~----+----4----~----~---+----+-----~---+----+----4----~----~---+----+---~~---+----+----4----~----~---+----+---~-_____ l 112000

DATUM ELEV I M.;TSO sANH = 0 RAIL LEVEL 0 0 0 M 0 g 0 0

::' ~ ~ GAO El(l 8iNH RAY ~ ~ ~ EXISTING GROUND LEVEL N ,. M

"' GAO 10 MAT ElATTHI~N NHI~N

"' "' ~ ~ ~

" VERTICAL ALIGNMENT O.OOO%o ~I fJ 06C DQC THI~T K~ 303.750 HORIZONTAL ALIGNMENT

BlNH DII~N TUY~N CHAINAGE I L Y TRINH 0+500

HA NOI PEOPLE'S COMMITTEE UY BAN NHAN DAN TP HA NQI HANOI METROPOLITAN RAILWAY


0 0

~ ~ ~

BAN Dl/ AN fllfO'NG sAT flO TH! HA N(ll

m :g ~ 00 00 m m m 0 N v 0 m ~ 00 00 ~ ::< 0 M m ~ M :l "' ~ ~

TO THE BP I Dl DAU TUYEN TO THE EP I Dl CU61 TUY~N

I '

~ i '

' 0< R=An1 ~~ ' NORTH BOUND DEPOT ACCESS ' 'L~6~~[', ' ~ ' ""'''''"''""""l"'"'~ I ' I ~ ~. i ~ ' ! ' ' ' ' '. ' ' ' ' ' ' I +! + + 0 ' ' i ~. ' I i ' ' ' [ j1G2 STATIGN I GA C2 ' h o, ~~ I ~ l,; 0 KM 1+135 ~ ' , 0 l ' ' ' + ' \! ' JINHRAY w ; ; :;) w "' :;) "' "' ; :;) "' w ; "' w ; "' :;) "' ;; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~

EXISTING GROUND LEVEL ~ ~ ~ f1 ~ ~ '!'- ~ m w m ~ m m ~ N w ~ ~ m w ~ AD DO MAT DAT THitN NHitN :;J " " :;J "' "' :;J "' 0

:6 " " ~-~ ~ w ~ w ~ w w w w w m w w 61 (NAM THANG LONG- TRAN HUNG DAO SECTION (LINE 2) (I) HA NOI PEOPLE'S COMMITTEE TITLE

NAME SIGNATURE DU AN xAY DUNG TUY~N >UO'NG Sfi.T DO THI THANH PH6 HANOI SCALE- TV t.e: CHLfCDANH T~N cHa K'f . TUY~N s6 2, DO~ NAM THANG LONG- TR.f..N HLING D~O . DESIGNER ~ STAGE: SUPPLEMENT & IMPRROVING BASIC DESIGN 112000 UY BAN NHAN DAN TP HA NQI lftl-~ ..... -... THI~T K~ NGUYEN SINH AN GIAI 00~: 86 cAf' VA HOAN THI;_N THI~T K~ CO SO SHEET No.- TO s6: CHECK --soAr CHIFUYU HORlUCHI PLAN AND PROFILE I B]NH 80 VA MATCfi..T DQC 03/3 HANOI METROPOLITAN RAILWAY TEAM LEADER _p; DRG No.- BV s6:

TRANSPORT PROJECT BOARD Henoi c;IK Urban RaUwav Consfmc/ion ~m __ .. CHU TRl THii::T K~ CHIFUYU HORIUCHI NORTH BOUND DEPOT ACCESS I 8UO'NG VAO DEPOT HUONG Bf..C MANAGER ~ 1--

HNL2/BDIEUA110008 Nam T ang Long- Tran Hung Dao Sec!Jon (Une )

CHU NHIEM HARUO Y/>NAGAWA DRGS.-Kh0BV: BAN Dl/ AN DLJO'NG SAT 80TH! HA NQI Km 1+000 to Km1+424.417 OC I KEII TEC I PAD I ALM I TEDII TRICC PR. DIRECTOR \t ~/ A3 GIAM EJ6c DI,T AN TADASHI ISHIKAWA

TO THE BP /lllllAU TUYEN TO THE EP /Ill CU6J TUY~N

0

~ w 0

~ 'l z

'!: "' !1.

~ ~~ ~;

-~ ~~ 439.310

o4oo

:; ~ REV. DATE DESCRIPTION "' - -. HANOI CITY URBAN RAILWAY CONSTRUCTION PROJECT ~ * SUAD61 NGAY NOI DUNGSUAD61 EMPLOYER- CHU flAU TU' GENERAL CONSULTANT - TU' VAN CHUNG (NAMTHANG LONG-TRAN HUNGDADSECTION(LINE2){1) DATE-NGAY: >- > TITLE NAME DU' N.J. xAY DUNG TUY~N E1U'O'NG sAT EJO THI THANH PH6 HA NOt 1~1---l---+----------------1 HANOI PEOPLE'S COMMITTEE CHVCDANH TI~N . TUY~NS62,DOANNAMTHANGLONG-TRANHUNGDAO . SCALE-li'1~0~

., DESIGNER STAGE: SUPPLEMENT & IMPRROVING BASIC DESIGN ?lt---j----j-------------------1 UY BAN NHAN DAN TP HA NQI Jft4 THI~TKI'?: NGUYENBJNHAN GIAIOO~:B6CI)PVAHOANTHIIONTHI~TK~COS0 SHEETNo.-T0s6:

~ ~ CH~CK CHIFUYU HORIUCHI "' 0113 ~~'---+--+----------------1 HANOI METROPOLITAN RAILWAY o-~---~ :~:~ceADeR PLANANDPROFILEIBINH80VAM.i'.TCATDQC ORG"'.BVSO, = cnl ..... CHLJ TRl THti::"T K: CHIFUYU HORIUCHI :g -~ TRANSPORT PROJECT BOARD Hanoi City Urban Railway ConsfnJCtiqn pmiect --..... SOUTH BOUND DEPOT ACCESS /EllfO'NG vAo DEPOT Hlf0NG NAM HNL21BDIEVA!J0009 E > t----+---+------------------1 Nam Thanglong- Tran HungDao Sec\lon(Une~ MANAGER ~ ~ BAN Dlf. AN fllfONG sAT f)Q THI, HA NO. I oc I KEII TEC I PAD I ALM I TED II TRICC ;:"o:~:;~DR HARUOYANAGAWA KmOOOO to Km0>500 DRGS.'"'::' ~o"-----"-----"----------------------------------L-------"------------------------~----_c __ _L __________________________________________ ~G~,AM~o~6~C~DU~AN~~o~ADo=~~H~"~SH~I"~W~Ac_ ____ -"--~

TO THE BP /818AU TUY~N TO THE EP /81 CU61 TUY~N

! %

~ 0 m

~ z

~

~ ~~ ~~ ;:~ fJ:ii

~" ;;3E

30

J~ 20 10

1/2000

DATUM ELEV = 0

RAIL LEVEL

EXISTING GROUND LEVEL

VERTICAL ALIGNMENT

HORIZONTAL ALIGNMENT

CHAINAGE

I I

- ---- -----

0 0 0 0 0 0

~ ~ ~ ~ m

g m g

~ 1

~ 0

~ '] z

" " E ~ u

0 Mo ~0: l1C1NG VAQ DEPOT Hl16'NG NA' \ 1 : ~ ! ' ~ ~ I! .il J ! ~ jl', I

R=6o1.355m

I "[' + r-:-~~-\ + + 11 L=60m , + ' 1~.

C2 STATION I GA C2 ELEV I DO CAO: +19.65 30.,----,----,----,----,----~---,----,----r--~r----,---,----,----,----,----,----,----,----,----,----,----r,

I : I

10~4----~----+----+---4-----l-----t--+----4----~----+----+----4-----r----t----+----4----~----+----+----4-----r4 1/2000

DATUM ELEV= 0

RAIL LEVEL

EXISTING GROUND LEVEL

VERTICAL ALIGNMENT

HORIZONTAL ALIGNMENT

CHAINAGE 1+000 1+100

BTC -1+248.594

1+200

R=601.355; L=60 JTC = 1+308.594 1+300

O.OOO%o 18 686.943 ~

ETC= 1+368.594 EP=1+406.942

1+400

TO THE EP I Bl CU61 TUYEN

2iE ~"f~c-rc~c-,------------npo,~OThnN------------,------:~c=~:--:-:--~~~~~-=:-:-------,-----------------~=c-:-:~c-c-~-:-:-::--:=c--:=~:-~~:-:--:~--------------,-----~~~~~~~>M""~~~~cnnM~""~------""~~~-------] ~i 1stA~6~ ~~~ N0~~~~~~~~~~61 EMPLOYER- CHO DAu TU GENERAL CONSULTANT - TU vAN CHUNG ,~:~~~~~~~~~~~wH~vN~o~:6~~~~~~%~~e~~~11) DATE-NGAY: ?~~--+--+-----------------1 HANOI PEOPLE'S COMMITTEE TITLE NAME SIGNATURE OVANxAYDVNGTUY~NEll16'NGSAT>0THITHANHPH6 HANOI SCALE-TYtJi:: :::: ~ CHUG DANH T~N CHa K'f . TUY~N s6 2, ElO~ NAM THANG LONG -'fRAN HUNG DAD .

112000 01 c ~ DESIGNER ~ STAGE: SUPPLEMENT & IMPRROVING BASIC DESIGN ~il-----t-----t----------------------------------1 UY BAN NHAN DAN TP HA NQI Jftf ~~~;:~ NGUYENBINHAN ..:&. GIAIE>O~:B6C{>f>VAHOANTHI~NTHI~TK~CC1S0 SHEETN.-T0S6: ~ SCAT CHIFUYU HORIUCHI ~ A 0313 u~'----+----+----------------------------1 HANOI METROPOLITAN RAILWAY -~,~-~ mMCEADER ~ PlANANDPROFILE/BINHElOVAM~TC TDOC DRG"-.-BVS6 :1 -a,l -- ~ CH0 TR] THii::T I6COUAN TADASHIISHIKAWA '\~.-'"" AJ

COORDINATE OF CARDINAL POINTS AND ELEMENT OF CURVES

TQA flQ cAc fllEM CHO YEU VA cAc YEU TO CUAflU'O'NG GONG

Line No.= Survey Center Line on Horizontal Alignment

PI No. Coordinate Distance PI-PI Azimuth lA N E 0 2,331,994.81484 583,027.12586

272.391 167-1842.341 1 2,331, 729.07594 583,086.95539 34-42.08.828

397.355 202.00-51.169 2 2,331,360.69202 582,938.01231 144-27.498

611.964 20345-18.667 3 2,330,800.57624 582,691.49496 24-01-28.468

2,520.844 17943-50.199 4 2,328,279.75999 582,703.34724

Line No.= North Bound_Tr~ck Center Line on Horizontal Alignment

PI No.

0

1

2

3

4

N E Coordinate 1----:::--"-"-'-'-'F'=--:::---1 Distance PI-PI

2,331,995.23216 583,028.97946 272.984

2,331, 728.91412 583,088.93938 397.977

2,331,359.95307 582,939.76297 611.589

2,330,800.18090 582,693.39684 2,033.979

2,328, 766.22440 582,702.96002

Azimuth lA

167-1842.341 34-42.08.822

202.00-51.163 144-27.507

20345-18.670 24-01-28.471

17943-50.199

Line No.= South Bound Track Center Line on Horizontal Alignment

PI No.

0

1

2

3

4

' . ... .. .. . . .... .. .

Coordinate 1-----,.,-=.:..:..:r=--:=---1 Distance PI-PI E N

2,331,994.39751

2,331 ,729.23m

2,331,361.43098

2,330,800.97159

2,328,766.20654

583,025.27225 271.797

583,084.97140 396.732

582,936.26166 612.340

582,689.59308 2,034.788

582,699.16006

LEGEND I CHU THIGH: ENGLISH Ll"e No.

"ucvey

Vertical Alignment

Azimuth

167-1842.331

202-00-51.170

20345-18.668

17943-50.199

lA

3442.08.840

1-44-27.497

24.01-28.468

I

so""""' Tim OUoc I KMo at

i i i i

'rAo dqc tuyi

L1

90.000

25.000

80.000

L1

90.000

25.000

80.000

L1

90.000

25.000

80.000

Circular Curve Radius

301.900

1,400.000

400.000

. .


303.800

1,401.900

398.100

. . .....


300.000

1,398.100

401.900

Note- p, 'to ucvey' PI No.

ChO thioh- Ly "'"h tuo"g ""' ' tim du4fi0 '""

0+099.107811 0+' 11 0+577.059636

ECC-3 0+ 744.782807 , ETC-3 0+824. 782807 2,

17124

Line No.- North Bound Track Center Line on Horizontal . i i

PI No. 0

2

3

.

Point No. PI.Q

BTG-1 BCG-1 ECG-1 ETG-1 BTG-2 BCG-2 ECG-2 ETC-2 BTG-3 BCG-3 ECG-3 ETw

Actual '. -0+573.141999

-0+349.014139 1 .0+241.459723 -0+241.634886 1 -0+181.459723 -0+181.444706

11 l1 0

0+099.124775 (}+1: 0+1 34 (}+577.117192 0+577.059079 (}+657.117192 179

0+824.783353 Note :

!,33' !,33'

N

!,33'' r76.08403 ~ ,;;: ,668.27398 582,06:-:65430

.33' .368.14022 B ',936. 14967

,33C 11 , !1444 '

""" to sun.ey center line .

:L!_rie- No.= South Bound Track Center Ui1e on Horizontal.f~~ignment - _________ ; - 1 Chainage = -OK571.988000

PI No. I Point No. Actual .. clive _ N E

Pl.Q .0+571.988000 -O+bto:i4'i999 ~ lTC D+438.145756 ~299755 583,054.67016

2

COORDINATE OF CARDINAL POINTS AND ELEMENT OF CURVES

TQA80 cAc DIEM CHU YEU VA CAC YEU TO CUA8U'C!NG GONG

Line No.= Survey Center Line on Vertical !\Jignment Chain age VPI No. Distance VPI-VPI Elevation

Actual Projective* BP -0+573.142000 733.142 22.650

0+160.000000 125.000 22.650 2 0+285.000000 165.000 26.000 Line No.= Depot Access North Bound Track Center Line on Horizontal Alignment 3 0+450.000000 250.000 26.000

Cardinal PI No. Point No. Actual

0 BP O+C BTC-1 C

-

-

1 1 = OKOOO.OOOOOO c

N 2,331,371.10307

E

4 0+700.000000 750.000 19.650 5 1+450.000000 200.000 19.650 6 1 +650. 000000 350.000 18.850 7 2+000.000000 871.000 18.850 8 2+871.000000 -11.417

Difference Height 0.000 3.350 0.000 -6.350 0.000 -D.800 0.000

-30.267

Grade(%o) 0.000

26.800 0.000

-25.400 0.000 -4.000 0.000

-34.750

.

VCL VCR

54.000 2,000.000 82.000 3,000.000 78.000 3,000.000 78.000 3,000.000 0.000 0.000 0.000 0.000

70.000 2,000.000

BCC-1 0+?04.:lnSOS.1 2,331,289.14323 582,777.09004 Note'": Projective chainage to Survey Center Une. ECC-1 o+:,flS.4flOOO' 0+340.154704 2,331,130.16052 582,841.64639 ETC-1 0+4il0.4fl9om BTC-2 0

0+414.743763 '"' OSQ 582,816.94165 Line No.~ Depot Access North Bound Tra~k Center Line on Vertical Alignment ..... , .. . ' .....

2 BCC-2 0+7C .19340 ECC-2 0+782.90R543 ,330,"R 34 582,706.13900 Chainage Difference VPI No. Distance VPI-VPI Elevation Grade(%,)

Actual Projective Height VCL VCR ETC-2 O+RR? 90RS41 0+821.837192 l,R7R. 582 BP 0+000.000000 - 31.250 10.000 0.000 0.000

3 2 0+031.250000 0+271.250000

240.000 303.750

10.000 17.500

7.500 0.000

31.250 0.000

64.000 94.000

2,000.000 3,000.000

BTC-3 i17974 }g JTC-3 1+326.067127 1+: .19065

3 4

EP

0+575. 000000 0+ 740.000000 1+424.417000

0+529.274760 0+696.415410 1+382.929424

165.000 684.417

17.500 19.650 19.650

2.150 0.000

13.030 0.000

40.000 40.000

3,000.000 3,000.000 ~d=:JE:lT~C-3c;=tE';+~"'"''06~7127TI~~ ~541 ,330,155.38177 ~ L EP EP 124 ,330,117.20535 = .

. :.:;.:.::c . . . 'to suM!y center line. . Note *: Projective chainage to SuM!y Center Lin~:_:

Line No. = Depot Access South Bound Track Center Line on Horizontal Alignment I. .... :::~~ t>egmn1ng Chainage = OKOOO.OOOOOO

PI No. Coordinate Cardinal Chainage r-~~~-,~~~--~----~----.---~---4 Actual Projective * N E Point No. BP BP 0+000.000000 - 2,331,366.46861 582,588.36069

BTC-1 0+108.206382 - 2,331,325.85551 582,688.65624 BCC-1 0+183.206382 - 2,331,292.45026 582,755.60160 ECC-1 0+364.310336 0+345.764045 2,331 '133.46755 582,820.15795 ETC-1 0+439.310336 0+420.373104 2,331,062.84696 582,795.45321 BTC-2 0+598.692283 0+579.753860 2,330,916.96865 582,731.24945

2 BCC-2 0+678.692283 0+658.647392 2,330,642. 77275 582,701.42327 ECC-2 0+771.321356 0+748.772212 2,330,752.27351 582,682.61110 ETC-2 0+851.321356 0+827.726995 2,330,672.33770 582,680.39778 BTC-3 1+248.593723 1+224.999362 2,330,275.06972 582,682.26563

3 JTC-3 1+308.593723 1+284.984432 2,330,215.09001 582,683.54522 ETC-3 1+368.593723 1+344.770540 2,330,155.32799 582,688.80873

EP EP 1 +406.943337 1 +382.929428 2,330,117.187 48 582,692.80807

Line No.: .. = Depot .AccessSouthBounci.Track Centeo:~Lin~.",\frticaiAiignrn..nt ... ~ . . ........ . VPI No. Chainage Distance VPI-VPI Elevation Difference Grade(O/oo) VCL

Actual Projective* Height VCR BP 0+000.000000 31.250 10.000 0.000 0.000

0+031.250000 240.000 10.000 7.500 31.250 64.000 2,000.000 2 0+271.250000 283.750 17.500 0.000 0.000 94.000 3,000.000 3 0+555.000000 0+536.062767 165.000 17.500 2.150 13.030 40.000 3,000.000 4 0+720.000000 0+698.854693 686.943 19.650 0.000 0.000 40.000 3,000.000 EP 1+406.943000 1+382.929428 19.650

Note : Projecti..e chainage to Survey Center Li.ne.

LEGEND I CHO THIGH:

North

ENGLISH Uoe No.

'Lioe

Dltooce PI-PI Azim"th

lA L L2

I ;

So""""'

""'

Toadi Khoaog caoh glil'a 2 loh du!!docd~~~~~~~~~~~---,o,m~~--__J VCL ~,d" duV0NGSATl0THITHANHPH6 HANOI ~Ol HANOI PEOPLE'S COMMITTEE CHVCDANH T~N CHlrKY . TUY~Ns62,DDANNAMTHANGLONG-TRANHUNGDA0 . [ij c;l----j----j----------------1 , DESIGNER ~ ~g UY BAN NHAN DAN TP HA NO. I '"''"' """''"""""" ---'= ~ ~~-----j----j----------------1 " CHECK - _ ..c Q; SCAT CHIFUYU HORIUCHI ~ ,-] ~'---j----j----------------1 HANOI METROPOLITAN RAILWAY ~ .. --.... TEAM CEADER - COORDINATE OF CARDINAL POINTS AND ELEMENT OF CURVES DRGN."'6' -~, ~~ loo~,,~,~ffi~'"~''~'~''~'~"'~'"~v"~"~o~~"'~"~' --~~~~~--~ 'g.~ TRANSPORT PROJECT BOARD Haooj City llrbanBailwayConstmG(jonpm!ecr -..... ~ANAGER HNL2JBOIEUAU0013 E ~ 1----t----t----------------1 Nam Tflang Lor~g- Trnn Hung Dao Sectton (Une ) CHU NHI~M CHITOSHIIZUMI ~ill:l ,v '1/ TQA > cAc DIEM CHU YEU v A cAc vEu T6 ellA f)U'dNG CONG ~D"'Rooc,oc.-o_ """''"'""' -:-, --1 ~ 0

0; BAN DU'. AN 8U'C!NG SAT 80 THI. HA NO. I OC I KEII TEC I PAD I ALM I TED I /TRICC eRmeecooR .-~ "

- L---~-----L-----------------------------L------~--------------------:__--~:___L ____________________________________ ~G~,A~M~B6~c~OV~""~~T~AD~~~R~"~'R~'~=W~A:__ ____ ~~~~----------------------------------------~-----------"

1.6 GENERAL VIEW

1.6 B6 TRi CHUNG CAU

1.6.1 MAIN LINE

1.6.1 cAu TUYEN CHINH

30 -

-

20 -

-

10 -

-

DATUM ELEV = 0 0 M.h-T SO SANH =0 _

10 -

-

LJ~=~ 1/1000 -40 -

RAIL LEVEL CAO>QRAY

-

cAio' '~''-'GROUND LEVEL CAOtJ\) M.h-T OAT THIEN NHIEN

~~~~-;; DOC1 .YTRINH

\

' -

II

~ ~

0- 00

.

r11 1 r21

~ ~

"'

30

20

10

DATUM ELEV = 0 M,i\T SO SANH =0

L 1/1000

RAIL LEVEL CAO D() RAY

-10

-20

0 0 0

-30

-40

EXISTING GROUND LEVEL CAO D() M,i\T DAT THIEN NHIEN VERTICAL ALIGNMENT DO D6C DQC CHAINAGE/ LY TRINH

u

'

.! " II "

0

"' "' N N

~ ,._

0-100

0

"' "' N N

"' ~ ...:

C\i 0'-""

0

"' "' N N

"' ~ ...:

0

"' "' N N

"' ~ ...:

HA NOI PEOPLE'S COMMITTEE OY BAN NHAN DAN TP HA NOI HANOI METROPOLITAN RAILWAY


0

"' "' N N

~

"' ...:

BAN DV' AN flU'O'NG SAT 80TH! HA NQI

P18S

0 0 0

"' "' "' "' "' "' N N N N N N

"' "' ~ "' "' ~ ...: ...:

...:

0+000

Jftl-~ .. ~~~ Hanoj CjtK. !ltban RajlwAV Consfmdion PffftCI - - Nam T ang Long- Tran Hung Dao Seclloo[Ur~e )

OC I KEI/ TEC I PAD I ALM I TED!/ TRIGG

0

"' "' N N

:;: 00

P19

I I I

0

"' "' N N 0> N

'"

0

"' "' N N ,._ ,._

'"

0+100

-34.40

0

"' "' "' "' N N N N N

~ "' 0 0> ...:

0.000 %o 560.000

' ,,

il i! ,: ,:

!! !! 11 II : : .li ,1,1,1 I'

11 II

i! i1 .,. :,I -35.40

"

0 ~ ~ N N

"' ,._

...:

"' "' N

VIADUCT GENERAL VIEW B6 TRI CHUNG CAU COIN

KM 0-100 TO KM0+200

~ N 0> N ,._

'" '" N N

"' ,._

0> "' ori ori

26.800 %o 125.000

0+200

'

30

20

10

DATUM ELEV = 0 0 M~T SO SANH =0

-10

LJ -20 0 0 0 -30 1/1000 -40

RAIL LEVEL CAODQRAY

EXISTING GROUND LEVEL CAO BQ M~T E>AT THIEN NHIEN ~- VERTICAL ALIGNMENT ~ M >(> o6c DQC {J

CHAINAGEI L Y TRINH " ~ ;; " ~ ~

\

ro'> ,'? ,'? ,'? .,_,19 )/i}orp ~ ~'? q

30 -

-

20 -

-

10 -

-

DATUM ELEV = 0 0 MAT so sANH =o

~ 1/1000

RAIL LEVEL CAOEl(l RAY

-

-10 -

-

-20 -

0 -0 0

-30 -

-

-40 -

-

EXISTING GROUND LEVEL CAOH) M~T BAT THIEN NHIEN VERTICAL ALIGNMENT EJO o6c DQC CHAINAGE/ LV TRiNH

0 N

"' N ~ N .. .. N N

~ 0 N

" "

0+500

30.00 30.00 30.00 30.00 [26[ [27] [28[ [29[

" ~ ~ 0 N ;:: 0 m ~ ~ N ~ ~

.; .; N N "'

N N N N m

"' a; m N 0 0

"' "' " "

30

20

10

DATUM ELEV = 0 M(\T SO SANH =0

LJ 1/1000

RAIL LEVEL CAOflQRAY

-10

-20

0 0 0

-30

-40

EXISTING GROUND LEVEL GAO 8 M~T 8AT THIEN NHIEN VERTICAL ALIGNMENT fl() D6c OQC CHAINAGE/ LY TRINH

I ------3

~

.a g.

~ z = ~ ~

P53S

f=f~ L~~.l

-..,,

II-~.:~ "1-'T" '' ''

= Hl:H I.,;_.;.._.J

Ql

~

0

"' "' ci

~ "'

1+100

I I I I I I_ -GA~GOAI G10DOJ(GAC2)l ! I i

I NG011 GIA~ o' AN STATION (C2 s1

ATION) ~M 1+135 ~v I I I I ~ P56S P57S PSBS ~ P55S ... ' ' ... l P54S I 1+200 '"'-'"'''()

' I ~~?l ~I I [t!i-I_ilil I r,;;..,..~-, I [~~~~-! : 1 '" _fl.,_ r:o..,..g>"~ I ~- '-~ ,'ftl:< - - --l '-<

u ~ l L ,\j r -__ I ~_: _ _j . [:r:::.::: ______ i ________

--------------

I I i ~-~f ' . I '

-----~

' ------------ -------1------- ------- ------

~

~ ' iS I r

" ~

I v~ ~ I' ~ ~ /; "' - :::== '\ ' '

\ 0 / ~ / 0 g1 ----- 0 . 0

.,. - 0 ,_

;!: II 0 ;!: >- P65

,_

II -~0 " II : 0 ';o Cil

~ / . ~ ::::::

. A/ .hi ;-(/ . . \------ ------- ------t-~--+ i ~----- ------- ------- -----Ti I ~~-~~~ .~~ ~' .,~, "'' "'"'' ~' ""' "~"' ~ ,. ,. '? ..._){B ~ ,. '"" ,. ,. X

il' ~~ ;;1:"'0 -z -~ 0~ "u

30 --

20 --

10 --

DATUM ELEV = 0 0 MAT so SANH =0

111000 RAIL LEVEL CA0>0RAY

-

-10 --

-20 --

-30 --

-40 --

EXISTING GROUND LEVEL CAO >(> M,5,T >AT THIEN NHIEN VERTICAL ALIGNMENT >(> o6c ooc CHAINAGE/ L Y TRINH

u I . \~ .)

(

/

.J 1

GAtAY 0TAY(11

C3) Jll_ AY 0 TAY STriON ( STATIO II

Kf'l 1+890 1

L I I I II

. ~.____________ _ _.____ ___ .--------......... - ~" ~ 1[, '1111111

30

20

10

DATUM ELEV = 0 Mi)T SO SANH =0

-10

-20

0 0 0 /J s -30

1/1000

RAIL LEVEL CAO 8Q RAY

-40

EXISTING GROUND LEVEL CAO > M~T >AT THIEN NHIEN VERTICAL ALIGNMENT Ele) o6c DQC CHAINAGEI LY TRINH

40.00 [64]

0

'" ~ 0 ui

871.000

6oo

.,

w lJ

I

~ 40.00 ,J~5~

lac; E I I ' '

'

-30.70

0 "' m m .. ~

"' '" 0

"' ~ "' ui ui

-34.750 %o

,./f-, /;dln~m _jl I[ I "'-l I II J I ! >o::;m di ~~~~~~"~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-~ ~lJol~totEieva:on-''c-~-'-----"~-"~-'-j

sectton : Km2 + 232.2

~

r -~ I I ! I ! I I ! I I I -32.70

0 ~ 0

'" N

"' -.i

EV-810 P88

2+10

~,~ 40.00 28.85 [66] [67]

~. ' '

' ' I I I

'

I -33.70 I ~ "'

0 ~ ~

"' m

ui ;!. .. 0

"' m

ui ui

2+100

P89

~~800 [68]

-n ~

' '

' I '

1

! I

! " 70 ' '

"' 0 ~ ~ ~ N

1.6.2 DEPOT APPROACH

1.6.2 cAu TUYEN V Ao DEPOT

1.6.2.1 DEPOT APPROACH GENERAL VIEW RIGHT SIDE .!:. , .!:. ' " ? 1.6.2.1 BO TRI CHUNG TUYEN V AO DEPOT BEN PHAI

:;, ~ ij

J ~~ M 0 6;~ MO .;..:(.9

~n ~o ~~

30 -

-

20 -

-

10 -

-

DATUM ELEV = 0 0 M,.;T SO SANH -0

RAIL LEVEL GAO ElQ RAY

-

-10 -

-

-20 -

-

-30 --

-40 -

EXISTING GROUND LEVEL GAO ElO MAT ElAT THIEN NHIEN VERTICAL ALIGNMENT H) o6c DQC CHAINAGE/ LV TRiNH

2.

II !! :: " !! fii :: I " " i !! tt,1 l1 " v " !! a " k" " II "

" ffili'J !! " " ll -32.80 " u ~

,;0

~ ..

"' ;f. "' 0

'"

~~~~~ ~

~

30 -

-

20 -

-

10 -

-

DATUM ELEV = 0 0 M.-?.T SO SANH =0

RAIL LEVEL CAOfl

/ V '

> '

~ ~~"-:~' ~~ .'Mi ;;~

~f

0 0

30 -

-

20 -

-

10 -

-

DATUM ELEV = 0 0 M.',T SO SANH -0

RAIL LEVEL CAOEJ6 RAY

-

-10 -

-

-20 -

-

-30 -

-

-40 -

EXISTING GROUND LEVEL CAO EJ6 MAT EJAT THI~N NHI~N VERTICAL ALIGNMENT EJ-II .s -'---b toO

~ ~a. ..,-< :r;O :" uo ~~ I I I '

I

Span arrangement refered to main line above ~"29.00 B6 tri nhjp ctam xem tren tuym chinh

0 0

"' "' ~ ~ ,; ,; ~ ~ 0 0 II II II II

!! !! II II II II ,, ,, II II :: ::

1+300

BO trf nhip ctam xem tren tuy~n chfnh

0 0

"' "' ~ ~ ,; ,;

-ro 0

1.6.2.2 DEPOT APPROACH GENERAL VIEW LEFT SIDE

1.6.2.2 B6 TRi CHUNG TUYEN V Ao DEPOT BEN TRAI

of! ~ ~ = ~

~~ ~~ ~= MO ,;..;(!) ::g -u Oo ~5

30 -

-

20 -

-

10 -

-

DATUM ELEV = 0 0 Mi)T SO SANH =0

-

-10 -

-

-20 -

-

-30 -

-40 --

RAIL LEVEL CAO El RAY EXISTING GROUND LEVEL CAO ElO MAT ElAT THIEN NHIEN

VERTICAL ALIGNMENT El o6c o0 c CHAINAGEJ LY TRINH

Qi 31.00

[1]

6 1ft .o.:

-32.80 ~

I ~ ro N ., 0 m .. ..

ro -m

,..: 0

r~~~~ r~~~~ ~ ~ 31.00 31.00

[2] [3]

~~-~ ,m """"

I

..

-33.00 -34.00 ~~ ~ ;

~ ro ~ ... ... m ro ~ N ro

" m

.,; .,; "'

0

"' ;,: ~ ~ N N 0 0 ro 0 0 31.250 %o

240.000

0+200

r~~~~ r," r~, r" r~"' '); " ~ ~ ; ~ 2 ' ' " ' I I I ' I ! ! I I ' I ' ' '

-"?n -3040 -35.40 :35.70 c-=- -36.7 ~

~

ro ~ 0 0 0 0 0 ~ ., 0 0 0 0 0 N

" ~

"' ~ ~

"' ::: ... ,..: ,..: ::: ,..: ,..: -m ro

-

.,

"' ~ ro m m ro m N ,..: ,..: 0 ,..: ,..: 0 ro

~I 0.000 %. 283.750 0+300 0+400

~ ~~~s~~~;~~-6,~~~~A~~~-----------NO~.~~~~~~~R~d~~n~u~~~~6-,----------.------E--~--P-L_O __ Y_E __ R ____ C __ H_U,,-)-..A~U--T--Lf--------~---------------G--E_N __ E_R __ A_L __ C __ O_N __ S_U __ L_T_A __ N_T _____ T_Lf ___ V_A~--N--C_H __ U_N __ G--------------,-----

~ ~ ~

~ ~5 M~ 6;~ ~0 ~u ~,

~~ 5

30 -

-

20 -

-

10 -

-

DATUM ELEV = 0 0

M~T SO SANH -0 -

10 -

-

20 -

-

30 -

40 --

RAIL LEVEL CAD 80 RAY EXISTING GROlJND LEVEL CA0>6 MAT8ATTHIEN NHIEN VERTICAL ALIGNMENT 80 D6C DQC CHAINAGEI l Y TRINH

0 0

0 1 ,..-P10R 0 0 "' II ~ + 0 ~ II A~U~T~LJ~------,----------------G~E~N~E~FU\~~L~C~()~N~S~U~L~T~A~N~T=--_~T~Lf~V~A~N~C~H~U~N~G~------------,-----I,N~~~"N~'~~~~,TI~G"~"~~~7ANvT~~~~wvHA~u~~gvo~o~~~"T~~~-g'i:~g"~o~~7~'~"~~~r'1,-l----Tnrncr''~~N~GA~v~.------i ~ E TITLE NAME DIJ AN XAYDVNGTUY~Nf.JUONG sATD0THI THANH PH6 HANOI ~~1-----t----+-----------------------------i HANOI PEOPLE'S COMMITIEE cHcrcoANH TeN TuYSNs6z.wANNAMTHANGLoNG'rRiwHVNGoAo O.I'J\I:B6C~VAHOANTHIIONTHI~TK~cosa E'!:!J scAT HOANG QUOC CUONG :"'.~ ~~1----ji---+--------------1 HANOI METROPOLITAN RAILWAY ,_,~ ..... -... "'""'"'" GENERAL VIEW OF LEFT SIDE DEPOT APPROACH _ :0. CH0 TRI THI~T K~ YOSHIO MAEDA -g;; TRANSPORT PROJECT BOARD Hanoi c;~ymanaauwaveonstmction'{&1 -- B6 TRf CHUNG TUY~N VAO DEPOT BEN TRAI E ocl---i---+------------------1 NamT angLong-TranHungDaoSecton(Uoe J ~~~~~[M HARUOYANAGAWA

SCALE-TV~: 111000

SHEET No.- TO' s6:

ORG No. BV s6: HNL2JBDIELNDIDV0002

ORGS,-Khc'iBV: ~ 9 BAN Dl/ AN 8U'ONG SAT 80 THJ HA NQI OC I KEI I TEC I PAD I ALM /TED I I TRICC '" noe,cme ''""'""'"'""w' KM0+400 TO KM 0+700 ~oc_ ____ o_ ____ _c ____________________________________ j_ ________ c_ ________________________ _c ______ c_ __ L_ ____________________________________________ _J~G~OAM~D~6~C~D~U~ANe_c_ ________________ -"--~~c_L_ ________________________________________________ _c ______________ -"

30 -

-

20 -

-

10 --

DATUM ELEV = 0 0 M.~.T SO SANH -0

-

-10 -

-

-20 -

-

-30 -

-40 --

RAIL LEVEL CAD ElO RAY EXISTING GROYND LEVEL CAO EJC MAT ElAT THIEN NHIEN

VERTICAL ALIGNMENT 0 DO D6c DQC ~

CHAINAGE/ L Y TRiNH 5

REV. I ~~;::;

I

30.80 [18]

'"

m

"' .., m -~ N ,;

30 %o 165.000 0+700

I ' 'I ! c----- ~I---:- f----1 I ~ \\I

J '

\ ~--D

\ ~ I I I

' g I 'Oil .. ;:;.

I 0 v .. ~ ' z ;; "' 1/ ' ' r

>

w

P22R ,, -,, f I

P43 P44

i=ffll'o1JI

P45

~ I'~ I 1(1 I.,; _ _.__

0+800 P21L

~

~"~"" 1". 30.80 I 1191

r,'>'~-" 3080 I 1201

~~"" I" 3060 1 1211

r- -, =-'--'-=--- ~r Tl_,.....I.....Y. !! II H H 1! :,:,

-30.50

~

"' ~

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'"

0 ~ ~

'" ~ ~ ui

ii !! l! !1 j) )) !! !! :: :: -30.50

0.000 %o 686.943

0 0 ~ ~ ~ ~

~ '"

"' ;;

"' ,; ~

EMPLOYER-CH08AUTV HA NOI PEOPLE'S COMMITIEE 0Y BAN NHAN DAN TP HA NQI HANOI METROPOLITAN RAILWAY

TRANSPORT PROJECT BOARD BAN Dl)' AN DU'ONG sAT 80TH! HA NQI

~ ~ ~ -~ t \' ~,~

l ,- Span arrangement refered to main line above I BO trf nhiR dc3m xem tren tuy{m chinh

~~Om ,"!".! -.

"~

!! 11 :: :: ii ii II II

!! ii II II :: :: II II

II !t II II i i !! -29.60

0 0 0 0 0 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~

'" '" '" ~

'" '" -~ "' ill ~ ~ "'

"' ~ ~

"' "' ,; ,; ,; ,; ,; ,;

0+800

GENERAL CONSULTANT -TV VAN CHUNG ~~HA~Nt()I;Cir;',-;;;~;Too;;~,;;,~DAO

"' ! I I r I l ' ... : I

J .

-~

""' v g n ~ ~ ~ .-~- ~-~v // \ ~

0 P58S ~ ~ 0 P60R P61 P62 P63 N o:t 1+300 0 '..i...O' nil + -- 4- 0 .,~- I I .,,~, r:;;' -~., r:;;:-r;,_ + :>< - i!.'h 1'-EB U li's -- -l-- ,; Hl:H. . 'I:E:l:i . -r- . +~L .

- Ft'J'lflt: L91fJ L:!:. . .:'.J '"~R~ ~ .~j --1

.,.,..,:~~

~-~ '' . -- :: t - ' ! : -,, - . ' 01 ~ P59r-. - I [!t!j " ' 1+3~1_Q ..,J...,...t-, H~ -=t==--==1 -'o r 16C Dll AN TADASHIISHIKAWA

1.7 STRUCTURE

1.7KET cAu

1.7.1 VIADUCT STRUCTURE 1.1.1 KET cAu cAu CAN

1.7.1.1 SUPERSTRUCTURE

1.1.1.1 KET cAu PHAN TREN

3000

' ~ 0 ~ r0j

~~

L

.I

GENERAL VIEW FOR SPAN NO 63, L=35 m ,W=9.5m 80 TR[ CHUNG NHIP DAM SO 63, L=35 m ,W=9.5m

LONGDITUDINAL VIEW (scALE 1:2oo) MAT cAT DQC

~

~ E-E

17476

EMPLOYER-

35000 33700 25950

34950

DETAIL 1 (SCALE 1:50) CHI TIET 1 (TiL~ 1:50)

-fT

Tlf HANOI PEOPLE'S COMMITTEE UY BAN NHAN DAN TP HA NQI HANOI METROPOLITAN RAILWAY

TRANSPORT PROJECT BOARD BAN Dl,f AN fllJCJNG SAT 86TH! HA NQI

3000 15 0 50

~ "' ~

1

~ D-D

17474

GENERAL CONSUL

Hanoi CitK, Urban Raj/wav Cons/(ucffon ~iect - - Nam T ang Long- Tran Hung Dao Section (Une ) OC I KEII TEC I PAD I ALM I TED II TRICC

0 N

0

" 0

"'

0

N

0 0 m

"'

CROSS SECTION A-A (SCALE 1:100)

2850

- J M~TCATNGANG A-A (TIL~1:1oo) 9500 9040 3800 2850

VIEW FOR SPAN NO 63, L=35 m ,W=9.5m B6 TRI CHUNG NH!P DAM S6 63, L=35 m ,W=9.5m

GENERAL VIEW FOR SPAN N01 -NO 10, L =30.7 m, W=9.5m BO TR[ CHUNG NH!P DAM S01 -SO 10, L =30.7 m, W=9.5m

1 2E-E

LONGDITUDINAL VIEW (SCALE 1:150) v 0

MAT CAT DQC (TTL$ 1:150)

~ 30700 29400 21650

'I

:~1-----------1

65( 3000 1sdo 50

'/~~ ~ ~

0 0 0 l------------------------------------4------------------------------------+-gg "'

o~-1------------------------------------~ ~~~-1------------------------------------~ 0

"' ~

m m

L~------------------------------~======================j~ ~ 15325

i 1---f-----11----~------1

30650

HANOI METROPOLITAN RAILWAY TRANSPORT PROJECT BOARD

BAN Dl/ AN EllJCJNG SAT 80TH! HA NQI

15325

h ~IV

0 0 ;;;

g 1-- \[ 1--

I

~IV 0 0 ;;;

1650

CROSS SECTION A-A (SCALE 1:100) v 0

MAT CAT NGANG A-A (TTL$1:100) 9500 9040

2850 3800 2850

I I

... .... I[ -~ !b-= r I ..

r 1600 I 5000 1600 I

CROSS SECTION B-B (SCALE 1:100) MAT CAT NGANG B-B (TTL$1:100)

9500 9040

1650

2850 3800 2850

I I

-~ -'

rf ~\

I

:~ "'0 ::: "' 1-

l3f l\

*"l j_l I --4

-- I liOlio:

I 1o001 ;~ A ~ I

"' .. ,

! I 1650 l6ool 5000 l6ool 1650 1-

CROSS SECTION C-C (SCALE 1:100) MAT CAT NGANG C-C (TTL~ 1:100)

o TRI CHUNG NHIP DAM S01 S010: L =30.7 m .W-9.5m DRG'."'"v, \IZ---

Rsn 3000

GENERAL VIEW FOR SPAN N061, N062 , L =30.5 m , W=9.5m 80 TR[ CHUNG NHIP DAM S061,S062, L =30.5 m, W=9.5m

LONGDITUDINAL VIEW (SCALE 1:150) MAT cAT DQC (TTL~ 1:150)

CROSS SECTION A-A (SCALE 1:100) MAT CAT NGANG A-A (TIL~ 1:100)

9500 9040 ~ 2650 3600 2650 ~IV 30500

29200 65( 21650 3000 1500 l.sn

'I

0 0 o;

I ~\ - ~1.. g~ \~[~~~~~==~~jl_r~~==~P:~~~

I 1650 l6oo I 5ooo l6oo I 1650 I ~E-E ~ D-D :L:======================~F=====================~~~ CROSS SECTION 8-B (SCALE1:100) MAT CAT NGANG B-8 (TIL~ 1:100) 9500

9040

0.~+---------------------------------~ 0 ~+-+---------------------------------~ 0

0 0 .. 0

"' "'

~ L_~------------------------------~==============================~1~~ 15225

30450

DETAIL 1 (SCALE 1:50) CHI TIET 1 (Tl L~ 1:50)

15225

230 ~ ~ r high voUage cable Noise barrier. Jff/

600 >< 1 cong - xon ao cap a1~n cao tne T-T~"~ongg~ chon~gg o;!:'nn -~Due s~~n~ fr( rrn ,J

650 1SOO 3000

GENERAL VIEW FOR SPAN N016,N017,N018,N024- N035, N045,N046,N053- N057, L =30.0 m, W=9.5m BO TR[ CHUNG NH!P DAM S016,S017,S018,S024- SO 35,SO 45,SO 46,SO 53- SO 57, L -30.0m ,W-9.5m

LONGDITUDINAL VIEW (SCALE 1:150) - . MAT CAT DQC (TTL~ 1:150)

30000 28700 20950

650 3000 1500 50

CROSS SECTION A-A (SCALE 1:100) MAT cAr NGANG A-A

9500

(\ IL:J I ~:l

I

w~ ' ~ I ~E-E 1 2 D-D ~~ ---'1"'65.,oc._41_,6o,.o~l ==========5:o:oo==========~~ ,-,6o,o._l_1_,6""5o"---'l -g r-r--------------------------------------4

0 0 0 ---~~-----------------------~----------------------~~~~

i

g,r-~--------------------------------------------~

14975 29950

D ET AIL 1 (SCALE 1 :50) CHI TIET 1 (Tl L~ 1:50)

230

14975

,.---~~ ~ 1 ~:~~~~:~~ ~~~p 01~n cao t~e TN~oiise '~ barrie~rr -~ Precas~t~, ouu iE Tuong chong on. uoc san 1j rrn 1--=

0

,---- ;V

CROSS SECTION B-B (SCALE 1:100) MATCATNGANG B-B (TlL~1:100)

9500 9040

2850 3800 2850 I I ~\

IL_~1~65~oL_41~6o~o~1--------~s~o~oo~--------+1~so~o~l--1~6~5o~~l-CROSS SECTION C-C (SCALE 1:100) MATCATNGANG C-C (TlL~1:100)

9500

'),- ~J~--~~--~----~~----~--~~28~50~~~~ - j I detai1 / I~

0 0 o;

chi tiet 1 ("'- \ \,\

~~~~~~~~~b~~~~~~~~~~~ I liWlOJ' I L J ... gi= \ \ _ _IlL!"~ ~~ ""n~t-~0 I o ~ ~ ~ ~ ";; 1 i communication cable

3~~ 7~~~ .5C HQp

~~ g~ 20d~~~J I ~VI Iii o~IvAHOANTHii:NTHI~TK~cosO ~ [1----t---+-------------4 ~~i~K MASAHIROMATSUZAWA ~? GENERAL VIEW FOR SPAN N016,N017,N018, N024-~ ~ HANOI METROPOLITAN RAILWAY -~ .. -.,. ~EAM~L~EAD~,~~~~~:=~~~~IJ>i~i035,N045,N046,N053N057 L =30.0 m W=9.5m ,!1 ~1----t---+-------------j ....... CH0 TRlTHI~T K~ YOSHIO MAEDA

'g-~ TRANSPORT PROJECT BOARD r HanzW~Wa~','gr,?M;mrnfg~.&.!f~7u~F' -.... MANAGER ~ (I A s6 TRI CHUNG NHI.P DAM S616,S61?,S618,S624 -86 35, E of----t---+-------------4 CH0NHii:M HARUOYANAGAWA ( ~ .. -~ ~\i BAN DU'. AN 8U'CJNG SAT 86 THI. HA N6. I OC I KEI /TEC I PAD I ALM /TED I /TRICC lii,.ii'i.oiii,.iiii,cc;,oo,-t====---+-"lo' ,/O,-f-l,:s645,S6 46,S6 53 s6 57, L =30.0 m W=9.5m ~OL_ __ ~---L------------------------~------~----~--~------~----~-L--------------------------------~G>~~~D~6C~D~V~~~TAD~M~"'~""~'~~W~A----~-~~~~-----------------------------------k--------~

SHEET No.- TO S6:

SCALE-TV~:

DRGNo.-svs6: HNL21SDIELNDISUP/0004

ORGS.-KhOBV:

GENERAL VIEW FOR SPAN N011 , L = 29.3 m , W = 9.5m BO TR[ CHUNG NHIP DAM SO 11 , L = 29.3m , W = 9.5m

LONGDITUDINAL VIEW (SCALE 1:150) CROSS SECTION A-A (SCALE 1:100) MAT CAT NGANG A-A ( Tf L~ 1:100) MATCATDQC (Tlu;o 1:150)

9500 ~~ ~ 29300 h 9040 l3f 5of

5

t

0

lioo I 28000

I 1s6~5~ 2850 3800 2850 - I I "l\ 3000 I 20250 3000 IV ,I I 0 ~ ~ ~ 0 ., N 0 ..!".. ..!. I~ - ..!. 0 " N '/ ' g ~ \J "[,Oj[Qjf I I .. I '/// r-\)_

r :~ ~ ~ .,

f;0;; %a ~~~ ~ I ~ 0 ~ N

~ E-E 1 I 1650 l6ool 5000 l6oo I 1650 1-

2 D-D [il-0 CROSS SECTION 8-8 (SCALE 1:100) ~ ~ 0 MAT CAT NGANG B-B ( Tl L~ 1:100) 0 m 9500

~3r 9040 ff 2850 3800 2850 .--

I I \j\ 0 0 0 /V 0 .,. 0 0 0 ~ 0 ~ m m 0

"' . I** ~l.l ..t. ... g = \J: "[,Oj[Qjf ~ :j 0 " ~ I L ,000:1 0 m '

GENERAL VIEW FOR SPAN N019,N044, L = 29 m , W = 9.5 m 80 TR[ CHUNG NH!P DAM S019 ,S044, L =29m, W = 9.5 m

15oo 3000

~ E-E

LONGDITUDINAL VIEW (SCALE 1:150) MAT cAT DQC

<

GENERAL VIEW FOR SPAN N067, N070,L = 28.85 m , W = 9.5 m 80 TRi CHUNG NH!P DAM SO 67,S070, L= 28.85 m, W=9.5M

1650 iioo I 3000

~ E-E

LONGDITUDINAL VIEW (SCALE 1:150) MAT cAT DQC (TILE; 1:150)

28850 27550 19800

_,

_,

'I

,----------------------F====================~=~~

~~~---~-----------------'

~ ~ ~------------------------------F============================~~~ 14400 14400

28800

CROSS SECTION A-A (SCALE 1:100) MAT cAT NGANG A-A (TTLE;1:1oo>

9500

~ ~~--~2~85~0----T-----~38~00~----T----2~8~50~~~ N I I ~\ 0 0

N

~ IV 0 0

N

1650

1650

r u;~ l6oo\-l---------5o-oo ________ ---[l6oo I 1650 I -

CROSS SECTION 8-8 (SCALE 1:100) MAT cAT NGANG 8-8 (TiLE;1:1oo)

9500 9040

2850

CROSS SECTION C-C (SCALE 1:100) MATCATNGANG C-C (TlLE;1:100)

9500

~\

1650

30 9040 23 rc>~ kJ~--~28~50~--4-----~38~00~----~~~28~50~~~~ ~ - 1 1 1 de1au1 .1 \1\\

g N

chi tiet 1"' \ \\

k IJL TANT - TU' vAN CHUNG

~:= \l2'[;j[Qji~=";~~:~o ~100~0_j~~o~,!~~~' ~~~~,t,l~ l...!.~~~=j7~o=..!.~~~''----"'~J#JJL~ ~ I

-_d I 1650 l6ool

I 5000 l6oo I 1650 '

HANOI CITY URBAN I :.I PROJECT (NAM THANG LONG I I

TITLE NA_ME

~!MI----1----1-----------------------j 0"'"''" --~~1--t----t--------------1 LJY BAN NHAN DAN TP HA NQI ... ''"'"" ::;tROt' ~ fNo.-TOSO CHVC DANH . T~N- D\f AN xAY D\(NG~TUlJY~Notl~"r.

_AP1 1 1510;00

I 3000

I

~ ~~ 1 ~ ~E-E .--

0 ~ ~ gt--"'t--

0 0 0

~

g'---"',---

0 ~ ~ '---

14375

GENERAL VIEW FOR SPAN N020 , L = 28.8 m , W = 9.5 m BO TRf CHUNG NH!P DAM SO 20, L = 28.8 m , W = 9.5 m

LONGDITUDINAL VIEW (SCALE 1:150) MAT CAT DQC (TILt; 1:150)

26600 27500 19750 _,

0 "f 0 0

"' I I

26750

DETAIL 1 (SCALE 1 :50) CHI TIET 1 (TIL~ 1:50)

I 3000

'i/

1 2 o-o

14375

~3r 65~ I 15ao 15o f IV ~

~ ~ ~\J. I

----lOl - I

h 0 0 ge-g .---IV m m

0 0 Oi

g ~\J_ ~

I

CROSS SECTION A-A (SCALE1:100) MAT CAT NGANG A-A ( Tl L~ 1:100)

9500 9040 i3f 2650 3600 2650

I l ~\

_.J.. _ ..

I~ I ..!.. ' r

r '-~ 0 0 ~ ~ l6oo I l6oo I 1-1650 5000 1650 CROSS SECTION B-B (SCALE 1:100) MAT CAT NGANG B-B (TIL~ 1:100)

9500 9040

2650 3600 2650 rr

~

1650

I T

..!. ....!. ,"iL rstk ~ r

~

"' ~ -, I 1ooill ,oo & I r

l6oo I 5000 l6oo I

CROSS SECTION C-C (SCALE 1:100) MATCATNGANG C-C (TILI;1:100)

9500

~\

,.~ 0 0

~ 0

~"'

1650 1-

~

1!ffsoo ~=~=,1;..,-B ~"'roan"'cg:.,., .' x"'1o0"'n~ ~ ,,.;'o~coh, ca .AU Tlf

0 0

Oi

GENERAL CONSULTANT - Tlf VAN CHUNG

1650 l6oo I

~

r

-1

~ rke'"'r"" ' -

.,

5000 l6ool 1650 1- :d HANOI CITY URBAN RAILWAY CONSTRUCTION PROJECT

(NAM THANG LONG - TRAN HUNG DAD SECTION (LINE 2) (I) DU AN xAY DlJNG TUY~N ElUONG Sf..T >0THI THANH PH6 HANOI

. TUY~N s6 2, DO,

GENERAL VIEW FOR SPAN NO 52,NO 58 , NO 68 , NO 69 , L = 28 m , W = 9.5m BO TR[ CHUNG NHIP DAM SO 52 ,SO 58 , SO 68, SO 69 , L = 28 m , W = 9.5 m

LONGDITUDINAL VIEW (SCALE 1:150) MAT cAr DQC )NNAMTHANGLONGTRANHVNG8~0 . g ~ J---+----1---------------------------1 ~ STAGE: SUPPLEMENT & IMPRROVING BASIC DESIGN ~,g UY BAN NHAN DAN TP HA N6, I ~ GIAIEJO~:s6c~vAHoANTHI~NTHit::TKt::cosC1 ~~1---+----1---------------------------1 A~ -- / GENERAL VIEW FOR SPAN NO 52,NO 58, NO 68, ~ ~1----+--+-------------1 HANOI METROPOLITAN RAILWAY '-~~-... NO 69, L =28m, w = 9.5m ~.- -~ TRANSPORT PROJECT BOARD ( HanoiCjtyllrbanRai/wavConsfructjonProi~~- 0:.. I 6 I ' 6 o 6 >j-----f----+---------------------------1 NamTnangLong-TranHungDaoSec1lon(LJne2) -;;;:yl 0 B TR CHUNG NH!P DAMS 52 ,S 58, S 68,

SCALE- TV ui::

SHEET No.- TO s6:

DRGNo.-BVS6: HNL2/BDIEUVDISUP10009 DRGS.-Kh6BV ~ ~ BAN DlJ AN fll!ONG SAT flO TH! HA NQI OC I KEI/ TEC I PAD I ALM I TED!/ TRICC sO 69, L =28m, w = g,5 m ~0~-L--~----------------L---~------------~~-L----------------------~~~==~=-----L~\~~L-----------------------~----~

GENERAL VIEW FOR SPAN N015, L = 25.3 m, W = 9.5 m BO TR[ CHUNG NHIP DAM SO 15, L= 25.3 m, W=9.5m

3000

~ E-E

g~-~---------------------------------4

0 0 0

"'

g;~-~----------------------------------0

"' "' L_~---------------------------~================~~

' ;

~ '

12625 25250

DETAIL 1 (SCALE 1:50) CHI TIET 1 (TI L(O 1:50)

230 r---~ Bracket for high - I I 1NJgoi~se~b~ar~rie>r;r ;P~re:g;calS1st~,cret0 TH! HA NQI

CROSS SECTION C-C (SCALE 1:100) MAT CAT NGANG C-C (TiL~1:100)

g5oo bo 9040 23 I[)~ }J~--~2~85~0 ____ T-__ --~38~0~0 ______ r-__ ~28~50~?~~ ~ ,- I I I ~1 I ~

chiti8t1(\ \\\

I

"'

e-l __,16"-'5'"-o ___jli-"6o""o+1----------'5'-"'~o,o'----------~-'16,oo4l __ -"'16005o,___l - ~ DATE-NGAY;

0 ~ ~ ;':

"'IJ:;oo_ 3ooo I

'

!/; /:1 ~/1 9983 r&Aj,

0 0

~

"'

0

GENERAL VIEW FOR SPAN N039, N043, L = 31 m ,CONNECTION, W = 29.1 m BO TR[ CHUNG NH!P DAM SO 39 ,SO 43, L = 31 m ,LO,.;>.I LIEN KET, W = 29.1 m

LONGDITUDINAL VIEW (SCALE 1:200) MAT CAT DOC (TiL~ 1:200)

31000 -CROSS SECTION A-A (SCALE 1:200) MAT CAT NGANG A-A (TiL~1:200)

29750 21950 3000 .15110 29100

2850 11700 11700

r4 Jlol 2100 lof

r i r"" """

n 2700 ~ooko ....

I ( ~ ~ \ I r ~ ~I ~ \ I I -!!if- 9983 v_...;v:~

I

9983 \ t6oa I 2doo lt6oo

5700

I I 2250 I 2250 5000 4100 9500 I 4100

CROSS SECTION B-B (SCALE 1:200) MAT CAT NGANG B-B (TlL~1:200)

1600

2850 \

I I I I 1600 I 2500

5700 I

~L 29100 2850 11700 11700 2850 ...,.., 1 400 2700

~ -1~ 0 0 :;;:

0 0

~

0 0

~

"'

0 0

~

I

15475

CHI TIET 1 (TiL~ 1:50) 230

~~~;:.'.'~~~--- 1 --- ,. c.ong- xon oo C0 THI THANH PH6 HANOI ~~1-----t----+--------------------------1 HANOI PEOPLE'S COMMITTEE CHlJCDANH T~N ,,.,.. . TUY~Ns62.00~NAMTHANGLONG-TRANHUNGDA0 .

'

~: ,

DATE NGAY

GENERAL VIEW FOR SPAN N040- N042, L =30m ,CONNECTION, W = 29.1m BO TRi CHUNG NHIP DAM SO 40- SO 42, L =30m ,LO~I LIEN KET, W = 29.1m

LONGDITUDINAL VIEW (SCALE1:200) AI B.l C:.l Mf\.TCATDQC (TiL$1:200) -., ' -., 30000 CROSS SECTION A-A (SCALE 1:200)

Mf\.T CAT NGANG A-A (TIL$1:200) 29100

1 E::::J:~~:: ::::::: :' :::::: ::::;~~::: ::::::Ji ::::: ::~~:c::=t; '8.J ll.i -'1 i

~ 2850 11700 11700 2850 I ;iool 2700 n I 101 2700 1000 1

"'"=' i.e rS ...,I I~ ""'I ,..,..-

\ ! ( w ~ \ I r w @j ~ \ I r

0

"' "' ;':

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"' N

' '---~ '' - -- --1 ---- ''' ----- ---- -- ---E (

I 0 0

~

0 0

"' N

0 0

~

i i I

= I I I

14975

DETAIL 1 (SCALE 1:50) CHI TIET 1 (TIL$1:50)

230

I 29950

_ ~~~C Bracket for high- I No~~~~~~};--- QC6ng-~n6o~~e ~ise barrier- Precast ouu CD T0~n~-lucsan .f./___ I

'f I I I I '1--,-CYY'J I] ~ -n, '"" for communication cable

300 7~~~ or Hi)p cap thOng tin 5( I f)~f)~ ~

20d 300 bnr

700 " --..._:____

14975

fD

k

' I

16aa I 2s1aa \ 1soo 5700

\y( w l16oo I 2Joo l16oo

I I I I 2250 16oo I 2~oo l16oo 2250 5000

4100 9500 4100 5700

CROSS SECTION B-B (SCALE1:200) Mf\.T CAT NGANG B-B (TiL$1:200)

29100 11700 11700 2850

3ebO betai11 / I 100 2700 1007 ' ?hi ti8t 1 "' \1

"""' I I I c# - ""-' II 0

2250 5doo I 225o 1600 I 25bo l16oo 5700 4100 9500 41oo I 51oo

2850

I ~~0 2700 ~ ""' ' \\ol ]/ 60Jg

11600 r ;;~00 11600

CROSS SECTION C-C (SCALE 1:200) Mf\.T CAT NGANG C-C (TiL$1:200)

29100 11700 11700

~ool ""'I

3sbo

e.,! ,-m 1-n 2700 ~ \\ ol 71 ~~I

2250 ~~0 -1 2250 I 5700 4100 I 9500 4100

2850

~I ""'"""'

LJ \\oiJ/ 1600 I ;;ioo l16oo I

5700

01

_sj

EMPLOY t:K- CHO flAU TLY r: rt>l t.;uNSULTANT - TU' VAN CHUNG I (N~';:'-~~; I I RAILWAY_ iTION PROJECT I lUI (LINE 2)} (I) 01/ A~~~~~~~:~~;;:~:~~~%'(; "ik'A".;'~~~~i:~ NOI HANOI PEOPLE'S COMMITTEE

OY BAN NHAN DAN TP HA NQI HANOI METROPOLITAN RAILWAY i

TRANSPORT PROJECT BOARD ' BAN Dl,J' AN DU'ONG SAT DOTH! HAN~

'--~~~-... Hanoi City Urban Rai/wav Con~tmction ~ect -- Nam Thang Long. Tran Hung Dao Seclion{Une )

OC I KEII TEC I PAD I ALM I TED II TRICC

I YOSHIO MAEOA I HARUO YANAGAWA

GIAI~~=~~&_I 1 1 I . GENERAL VIEW FOR SPAN NO 40-42,L- 30m,

CONNECTION,W- 29.1m 86 TRI CHUNG NH!P DAM S6 40-42 ,L- 30 m,

LO~I LllON K~T W - 29.1 m

'"''

rsH,,T No.- TO s6'

IORGNo.-svso.

3000

GENERAL VIEW FOR SPAN NO 47, L =30m ,CONNECTION, W = 29.1- 22.240m 80 TR[ CHUNG NH!P DAM SO 47 ,L = 30 m , LO~I KET NOI ,W = 29.1 - 22.240m

LONGDITUDINAL VIEW (SCALE 1:200) M,A.T cAT DQC

~ u

~ m N

" ~ ~ N

;; " ~ ro ~

; ~ 2 w , "' -

-~

~ , u -5 -~

" ,

~ w

~

' I' REV.

m] slrA161 ~ -~ 1Ql E6

~~ ~ DO -gg:

~f E 0 iH~ ~o

A.Jll.J 6so

'n IJ5oo_ 3000

I

~ 'i; v: ~ rx::1 6717 -~-

~ll.J .G.!

0 0

"' N

0

0

"' ~

GENERAL VIEW FOR SPAN N036, L = 21.2 m ,CONNECTION, W = 29.1m BO TRf CHUNG NHIP DAM S036, L = 21.2 m ,LOAI LIEN KET, W = 29.1 m

.G.! 21200 19900 _ _\35 12150 I 3ooo ,_151Do

~ f;:; 2850 i

f;:; I

1000 6~ 17 6717 1;::11;:-~

'""""' \ I I l,J I 16oo I 2~oo l16oo

5700

2850

CROSS SECTION A-A (SCALE 1:200) MAT cAT NGANG A-A ( Ti L\0 1 :200 )

29100 11700 11700

I 2700 DO DO 2700 1000

I I

l \ I r ~~I~ I 22so I I 5000 2250

4100 9500 4100

CROSS SECTION B-B (SCALE 1:200) MAT CAT NGANG B-B (Tl L~ 1:200)

29100

11700 11700

3abo

I 400 2700 100 I

I I OQ 2700 1000 0

0 0

"' :;;:

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0 0

~

0 0

"' N

0 0

~

I

I D ET AIL 1 (SCALE 1 :50) CHI TIET 1 (Ti L\0 1:50)

230

-~TT Bracket for high- voltage cable I= c-ong - xon oo cap men cau me 1N~o:"'is~e~ba"';rn~e~r;..'-Pcrr~eca~st~~''+', 1600 Toitng ch6ng on -flue san 'f;/ rrrx 1----=

~~~ ~ ~ rr I _l Duck for communication cable 900 . HQP cap tnong nn

700/ 5( I

'""""' \~f-)( ~ I16DD I 2 oo l1soo I 5700

I I

~ _I 7( ~ ~I l~ 0 22so I soho 2250

4100 9500 4100

CROSS SECTION C-C (SCALE 1:200) MATCATNGANG C-C (TlL~1:200)

29100

2850

I ,.., I I I

1600_1_ 2;00 1600 I

5700

2850

detail1 t' hi ti8t 1 I'

no\

~~ 16oo I 2soo 1soo _I

5700

OATE-NGAY:

SCALE-TV~:

SHEET No.- TO' S6:

ORGNo.-BVS6: HNL21BDIELND/SUP/0014

ORGS.-KhOBV:

0 g -

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39950

~30

7 \J_ 1.1.1 I ..

\\ I 162150 l6oo I 3500

GENERAL VIEW FOR SPANN049,N050,N051, L =40+40+40 m ,WIDER ,W=15.6- 9.5m BO TR[ CHUNG NHIP DAM SO 49,SO 50,80 51, L =40+40+40 m ,LOAI MO RONG ,W=15.6- 9.5m

. . .

LONGDITUDINAL VIEW< scALE 1:soo) - . MAT CAT DQC ( Tl L~ 1:500)

D-D

"' "'

-

"' -

-

~

40000

CROSS SECTION D-D (SCALE 1:100) MATCATNGANG D-D (TIL~1:100)

..J.. ...!.. ---

~ -

0

I

15600 15140

rS ~ ~

1ooo I I 10"001 I~ ~

3300 DC 3500 J6ool

E TLJ HANOI PEOPLE'S COMMITTEE OY BAN NHAN DAN TP HA NQI HANOI METROPOLITAN RAILWAY

TRANSPORT PROJECT BOARD BAN Dl)' AN 8LJ6'NG SAT 80TH! HA NQI

ol "'I

-

230 '"""'

~

- -

39950


-rr

~

1650

..[}

0 0 0

"'

,,_,_, ... -~ Hanoi c;~ Urban Railway Cqnstmcfion fm.ject - -

Nam T ang Long- Tran Hung Dao Seclion [Line )

1650

1650

1650

CROSS SECTION A-A (SCALE 1:100) MATCATNGANG A-A (TIL~1:100)

9500 9040

l6oo I 5000 l6oo I 1650 CROSS SECTION B-B (SCALE 1:100) MAT CAT NGANG B-B (TIL~ 1:100)

9500

l6ool

9040

"'

I 5000

CROSS SECTION C-C (SCALE 1:100) MATCATNGANG C-C (TiLJ;1:100)

9500 9040

detail1 chi tiet 1

4690

GENERAL VIEW FOR SPAN N049,N050,N051, L =3X40 m ,WIDER ,W=15.6 9.5m

86 TRI CHUNG NH!P DAM S6 49,S6 50,S6 51, L =3X40 m ,LO"'I MC! R0NG ,W=15.6 9.5m

1650

1650

0 0 0

"'

' '

40000 39350 30900

GENERAL VIEW FOR SPAN No 12-14 ,No 64-66 ,L=40+40+40m ,W= 9.5 m B6 TR[ CHUNG NH!P DAM S6 12-14, s6 64-66 ,L = 40+40+40m, W = 9.5 m

LONGDITUDINAL VIEW (SCALE 1:400) MAT cAT DQC (TIL~ 1:4oo>

~ 40000 40000 4oooo I 6.~ 39350

30900 . 3000 3000.3000 31000 3000 3000.3000

~~~~~d-==================~~=d=========~=c========~= ~~~~==================~~~ ~ E-E I ~ D-D 0 ot-,---------==----------~---------------------------------------------+====================================~~~==========================l~Nf-1

~t-~====================~==================~~*=~====================~ 0 0 0

~ ~---------------------r--------------------+---~-------------------+---------------------------------------------------------------------1g ~:t-~===================================================================j

19900

CROSS SECTION A-A (SCALE 1:100) MAT cAT NGANG A-A (TIL~ 1:1oo>

9500 9040

18500 3000 18500

CROSS SECTION B-B (SCALE 1:100) MATCATNGANG B-B (TILt;1:100)

9500 9040

59900

30

~ ~

0 N

CROSS SECTION C-C (SCALE 1:100) MATCATNGANG C-C (TIL~1:100)

9500 9040 23 l3f 3800 2850 h 2850 2850 l3f 2850 3800 28so A ~

detail / !\""' 3800 2850

I ~\ 3800

IV I I ~\ I I I chitil~t10 \ \ IV 3800

..... _,_ ~-

--

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1650

MOOD

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4690

DETAIL 1 (SCALE 1 :50) CHI TIET 1 (TILt; 1:50)

~~ I ...

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17ssl

1+ Bracket for high -voltage cable T~No~ise~> b~arrierr~-I P~recas~t ~h-_.----- l!f!lsoo,..,="'Tr ~~ ~""'"-ong-=n. xonn o'fii-o,~' cap>"""''"'""~ caon"'n" Tti~ng cnong on -DOc san Jj (Y'('t ~ --=

(Y'('t I] 900 , HQp - .. ,J tin

700/ 50 10:: I _1 Duck for communication cable

i ""n m ][ ~ g r--- '~%[ 20d 300 120( J

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0 g ~ ., ~ N N

1650 I_L_

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+ 0 1

;o

GENERAL VIEW FOR SPAN NO 21,22,23 ,L=21.2+40+21.2 m ,W=9.5m 80 TRi CHUNG NH!P DAM SO 21,22,23,L=21.2+40+21.2 m , W=9.5 m

LONGDITUDINAL VIEW (SCALE 1:400) c., A. MAT cAr DQC (TTL~ 1:4oo> 2~00 4 ~ 40000 21200 2o55o I 4oooo 2055o

6050 6050 3000 3000 3000 15500 15500 non '"nn '"on Rnon Rnon 65

a&E a~D 00~,-------,,~-----.--,--------------+=============~==============~-~~h ~~~-~======~-~~====~~~,==============~~ 0 0

IE 0 0 ~----------------------~-------------------------4~ ~ :ErF====================~ gf

41100

0 N

41100

CROSS SECTION A-A (SCALE 1:100) MArcATNGANG A-A (TTL~1:1oo>

9500

CROSS SECTION 8-8 (SCALE 1:100) M.J:I,TCATNGANG 8-8 (TILt;1:1oo)

9500

CROSS SECTION C-C (SCALE 1:100) MAT CAT NGANG C-C ( Tl Lt; 1:100)

9500 9040 9040 3n 9040

2850 3800 2850 2850 3800 2850 I 2850 3800 2850 I I ~\ I ~\ IV I fD I 17 -1 I detai1 (

- 0 chi tiet 1 1'--

..... -t ~ ~ 'i'ft

23 .---h Dj.

1\

I I - I -- I _I ~ \J.~ I I I I ~ '--1000 ~ :ff( \\ -, 1650 4845


-rr Noise barrier. Precast concrete r- f:fhoo ~ I ~~~~~t:~~ ~~~~;~'::~:.~~::

Tttong chOng on - E>uc san ~ rrn 1 -=

~ ~~-=~ communication cable

300 5( 7~~~ .0:( H')p cap thOng ttn

1"'1""r ~

k I

0 0 0 ~ 0 ::: N

I ~ -~ _d

16oo I 5~1oo 16oo I 1650 1650 I

~o~~~~~ J ~~~"~"'-----c~~n,w,-----,---=~~~~~~~~~-=~---,--------=~~~==~~~-=~~-==--=~~~~-=~,-------,--~~~~0-W~~VN~~~""'~~--~~~---!g sS:~61 ~~l~ Nt?~~~~~~~~~~61 EMPLOYER- CH0 8AU TU' GENERAL CONSULTANT - TU' VAN CHUNG

'3r

1650

0

"' ,I N

N .,

0 0 0

"' 0

"' N

I 39900

CROSS SECTION A-A (SCALE 1:100) & M~T CAT NGANG A-A (TIL~ 1:100)

9500

13f 9040 ~3r 2850 3800 2850

-0 0

"'

" "'

0 g "' .., ~ N N

GENERAL VIEW FOR SPAN NO 59-60 , L=40+40 m ,W=9.5m 80 TR[ CHUNG NHIP DAM SO 59-60, L=40+40 m ,W=9.5m

LONGDITUDINAL VIEW (SCALE 1:400) - " M/;\ T CAT DQC ( Tl L~ 1:400)

~.6.j

~ E-E I

"' I

I

CROSS SECTION B-B (SCALE 1:100) & M~T CAT NGANG B-B ( Tl L~ 1:100)

9500 9040 13f 2850 3800 2850

"'

~ ~D-D

39900

0 g "' .,. ~ N N

fD

k. I 1 755 1 4690 1 755 1 1650 1650 17551 4690 17551 1650

HANOI PEOPLE'S COMMITTEE UY BAN NHAN DAN TP HA NQI HANOI METROPOLITAN RAILWAY

TRANSPORT PROJECT BOARD BAN Dl)' AN DLJONG sAT 80TH! HA N

-- - -

0

"' ... ...

0 I II II 0 :;: 0 0 ...

"'

39900

LONGDITUDINAL VIEW (SCALE 1:400) MAT CAT DQC (TIL~ 1:400)

II

~.e,

- l -I

I

79800

D ET AIL 1 (SCALE 1 :50) CHI TIET 1 (TIL~ 1:50)

-fT

-

GENERAL VIEW FOR SPAN N037,38 ,L =2x40 m ,W=29.1m BO TR[ CHUNG NH!P DAM SO 37,38, L = 2x40 m ,W=29.1m

CROSS SECTION A-A (SCALE 1:200) MAT CAT NGANG A-A (TIL~1:200)

29100 2850 11700 11700

v I 1000 2100 on 0 2700

._,_, T

2850

1000 ,..,.,.-

L_\ I ~ I ~ \ I ~ ~ l,J r 1755 r 219011755

5700

-

--

0

"' "' :t

2850

39900

2850

2405 I 4690 I 2405 4100 9500 4100

CROSS SECTION 8-8 (SCALE1:200) MAT cAT NGANG B-B (TIL~ 1:2oo>

29100 11700 11700

0 2700

5obo 2250 9500 4100

CROSS SECTION C-C (SCALE 1:200) MAT CAT NGANG C-C (TILJ; 1:200}

29100 11700 11700

3&l0

0

5doo 9500

l1155 I 2190 l1155 I I 5700

2850 detai1

chi tiiH 1 I

2850

1.7.1.2 SUBSTRUCTURE

1.1.1.2 KET cAu PHAN nu61

SECTION B- B (SCALE 1:100) MATCATB-B (TiL~1:100)

8.165 ~

BLINDIN

1 0

0 0 ;;;

0 0

~

1 0

GL+6.700 :>JiKGJiK

GENERAL VIEW FOR ABUTMENT BO TRi CHUNG MO

SECTION A- A (SCALE 1:10o) MAT CAT A- A (Tl L~ 1:100)

Bl ~ 10~

1----------------~r--------------------+--.~

SECTION c- c (SCALE 1:100) MAT CAT c- c (TiLE 1:100)

~ ~ 8 BORED PILES D1000MM II! ! ! -!-!-llr------\jJIII~I+. ~I !tiiii-.;;.8-;,C~QC;c:;;KH~O~A"'N"'N.;;:H;;;O:;:,i D~1o::OO:;;;O~M;-cM

-33.5 11 1 111 111 11 I 11 11 1 I ~-----lft-i-!f7+---i~~~~~ifiMM ~~~~ _33_5 ::I I ""i 1

411+-1

--------trc_c;-Lltr--------tlt'-ll "'q-'-1 "~1111--------it'-'-:-'-'tt---;;-;;c==::-:-:-=::-;oc:-;1"'oo""oM=M ---::s,_ iii4L1Ji iii4Llli

---::s,_ iii 4J lJj iii 4J lJj __]

000 5oo I

I I I' CHAMFER 500X500M'I._ I 0

0 I .., "'

PLAN VIEW(SCALE1:100) MAT BANG (TiL~ 1:100)

~ 10400

3@300b=9000 9400

I I /1" 0 I 0 \+_j_ ~

0

100 I 5oo I w

"' 0

NOTED: 1. FOR GENERAL NOTE REFER TO DRAWING

..... , I \ I L+ t: I

a: -;::: "' z

' 11000 0 -'

L ______________ I ______________ .J S!~ IA"A ,I

0

"' z Zl :J :r:

~E ~ 1:\J ~re~-,""'~,-----~~~""-----,--~~~-=~~-~~~~~~---,-,------~~~~-,~~~~~~-,~~~-~~~-,-----~~--~~~~o.w~~~~~~~~~~--c~~~---1 1i sSi~61 ~~I~ N~~~~~~~~~~61 EMPLOYER- CH0 t>AU TU GENERAL CONSULTANT - TU VAN CHUNG (~~~~~~~~~~~=~wHAuYN~o;~~~~~~~%~~~~E~TQ oATE-NGAv: :... > TITLE NAME DV AN xAY DUNG TUY~N DVO'NG sAT DO THI THANH PH6 HANOI Hr--+--1-----------------1 HANOI PEOPLE'S COMMITTEE CHl!CDANH T~N . TUY~NS62,00ANNAMTHANGLONGTRANHUNG8~0 .

., ,. ,. DESIGNER STAGE: SUPPLEMENT & IMPRROVING BASIC DESIGN ~g UY BAN NHAN DAN TP HA NO, I " THI~TK~ TRANTHIHONG GIAIOOAN:B6C~VAHOANTHit:NTHI~TK~CdS0 ~[1----+--1-----------------1 CHECK .a Ql SOAT MASAHIRO MATSUZAWA

~ ~f--+--f---------------1 HANOI METROPOLITAN RAILWAY "-~,-) ~~~",~i:~~'' vo'"''"AEoA GENERAL VIEW FOR ABUTMENT ~- TRANSPORT PROJECT BOARD HanoiCifyllrbanBailwyConstn,c;t;onPro;..,,_.,. E >1---1----+----------------j NomThangLong-TranHungOaoSectJon(lJne:!) MANAGER B6' TRI CHUNG M6. - ~ , .. CHU NHI;:M HARUO YANAGAWA ORG $ . KhO BV : ~-0L __ _L __ _L ______________________ _L_B_A_N_D_V.:__A_N_8_V_O __ N_G_S_A_T_8_0_-_T_H.:_I._H_A_N~O . .:_I_L_O_C_i_K_E_I_i_T_E_C_i_P_A_D_i_A_L_M_i_T_E_D_I_IT_R_I_C_C-Ee~Ro~,"~'c~''~"~~~~~--~~~_L------------------------------~--------~ ~ GIAM 00COUJ.J.i TADASHIISHIKAWA

SCALE-rf t_;::

SHEET No.- TO S6:

DRGNo.-BVS6: HNL.2JBD/El.JVD/SUB/0001

GENERAL VIEW FOR P1 TO P10 PIER BO TR[ CHUNG TLJ TRl) P1 BEN P10

ELEVATION (SCALE1:100) MAT CH[NH (TiL~1:100)

SIDE VIEW (SCALE 1:100) MAT BEN (TiL~1:100)

PLAN VIEW OF PILECAP (SCALE 1:100) MAT BANG B~ CQC (TiL~1:100)

6000 1200 3600 1200

I I I . l 01200

0 0 0

"'

0 ~

1 0

0

"' 0 I ~

I 000 2obo

I

I

2000 5.900 ~

~- BLIND NG CONCRETE 100MM ,/BET IJNG l"M DAY 100MM 3.900

~ . - - -12~~~1 11 11 I li: I :two 36.00

I II I II I ao'oo !; I I II:! 1 0 'I I

4 BORED PILES 01200 4 CQC KHOAN NHOI 01200

P4 -34.00 P5 -34.00 P6 -33.00 P7 -32.00 PB -32.00 P9 -32.00 PlO -32.00

I 0 0

I ;:!

DETAIL ANCHOR BAR (SCALE 1:30) CHI TIET THANH NEO (TYL~ 1:30)

AT FIXED BEARING T~l GOI C6fl!NH

AT MOVABLE BEARING T~l G61 Dlfl()NG

SECTION A- A (SCALE 1:100) MAT cAT A-A (TiL~1:1oo>

SECTION B-B (SCALE 1:100) MAT cAT B- B (Tl L'" 1:1oo>

t 2600 2600 2 0 I I 0 I ~ 0

Etl ~ -EB ~f- ~ f!lR 0 I ~O':..L__

_j_ _g o_ - - o- - -~ 0

0 -1---~H- ~ ~ ~R E8 0 GHI LAM.

OC I KEII TEC I PAD I ALM I TEDII TRICC

SECTION D-D (SCALE :1110) M.i\ T cAT D-D (TYL,; 111 O)

GENERAL VIEW FOR P1 TO P10 PIER B6 TR[ CHUNG TRL) TlJ P1 BEN P10

0

:l 0: w => ~ '? ~ w 6

~ z I "

~ 2 00 D

" ~ u

~ ..,

1900 BEARING

GENERAL VIEW FOR P19 PIER BO TR[ CHUNG TRl) P19

ELEVATION (SCALE 1:100) MAT CH[NH (Tl L'" 1:100)

. "'M I z"'~ g 0 -1-----~H- ~ ~ [lj R +-~_:--+ MOVE BEARING :r: jJi5~-~-=r=-=~:::::;:;;, ::::;:=j:j"'~-==~==-1 G6J Dl 8NG

1175 I 2@1175 I 1175

0

0

700 3800 700

5

2000 7.500 .--~-L ____ mwu_~illlL-____ ~~

0 0 0 "'

0 ~

BLIND NG CONCRETE 100MM +~- ;s~T~NGl~MDAY;OOMM ~ 12~~ 1 : : ii 3doo tl 1 1 : J:ioo

10 111111 6abo 111111 10

~~~ ~ ~ tl I I 1 I I It 11 I I 1 I I It 11 I I I 111 11 I I I I lr 4 BORED PILES D1200MM II I I I I I I >.

-34.40 11 1 1 1 1 It 11 1 I I I It 4 CQC KHOAN NHul D1200MM ~ iLU LUi iLU LUi

SECTION B-B (SCALE 1:100) MAT cAT B- B

I

I

2000

0 0 0

"'

0 0 0

"'

-0 0 ro

C?-1---+0 ~ v f;l DETAIL ANCHOR BAR (SCALE1:30) CHI TIET THANH NEO (TY L~ 1:30)

AT FIXED BEARING TJI.I GO/ C68!NH

AI ~ ---fj--- I GOI CAU i -~OUTING MORTAL-VO'AE~M

1175

SECTION C-C (SCALE :1/10) M)\.T CAT C-C (TY u; 1110)

ANCHOR CAP 028 ~HANH NED D28

NOTED: 1. FOR GENERAL NOTE REFER TO DRAWING 2. OJ MENTION IN DRAWING IS MM, LEVEL ISM.

GHI CHU: 1. QUY liNH CHUNG XEM BAN VE S6

/I

2. KiCH THLJOC TRONG BAN VE GHI LA MM. CAD E>O GHI LAM.

AT MOVABLE BEARING TJI.I GO/ D/8QNG

\ $, STJELCOILD10 \_ '-. ___; ~ THEP C~ D10

I

-..._ ____ __jQ: _ ~ ~ _ _ Dl 71)0 _ > ~. ANCHOR CAF D28

"' / ;ANH NED D28

1175

SECTION D-D (SCALE :1110) M)\.T cAT D-D (TYL~ 1110)

0 0

PTFE PAD / TAM BAN li';M PTFE

ANCHOR CAP 028 THANH NED D28

140

SCALE - Ti' Ll$: :

SHEET No.- Ttl 56:

ORG No.- BV s6: HNL218D/EUVO/SU810003

DRGS.-Kh6BV:

~

~ 0 N

~ m

~

"' 0 > ~ w 0 m ':i z

~ ~ n 2

1;) ~ ,

"' N N

~

~ g ~ 0 5 ~

" , n

~ ~

' ~ >-~

0>~ co _ggJ

w

"' 0

' 1l "' ~ "-0 z 0 ti w 0: 0

~ t: "" "' z 0

~ ~

" ~ 0 S!

ELEVATION (SCALE1:100) MAT CHfNH (Tl u; 1:100)

GENERAL VIEW FOR P21 PIER BO TRf CHUNG TRl,J P21

SIDE VIEW (SCALE 1:100) MAT BEN (Ti L$1:100)

PLAN VIEW OF PILECAP (SCALE1:100) M,A.T BANG B~ CQC ((Tl LE 1:100))

60'00 1200 3600 1200

I I I . It

5200 . It LONGTITUDINAL DIRECTION OF BRIDGE

0 0 0 0 ~

~ 0 0

:::>

'tl () o-0 C9 z {)

"' J:

GENERAL VIEW FOR P22 PIER BO TRi CHUNG TRl) P22

PLAN VIEW OF PILECAP (SCALE1:100) MAT BANG B~ CQC ((TiL~ 1:100))

ELEVATION (SCALE 1:100) MAT CHiNH (Tl L~ 1:100)

.

2600 2600

ill' I Gl ,!, -rn FIX BEARING , __ ~_-,-ill __ I!I_R...!J - G61 c6 DINH !2QQ_j - I o , - -- - -,- - _;.16 - -1- ~-~~ I 00 ~ 00 R H. -1- MOVE BEARING

'fl G61 Dl fl0NG '

1175 I 2@1175 I 1175 700 3abo 700

SIDE VIEW (SCALE 1:100) MAT BEN (TiL~ 1:100)

'6 THI THANH PH6 HANOI ~~ HANOI PEOPLE'S COMMITTEE cHacoANH T~N cHLri:s>vAHoANTHttNTHt.t:TK.t:coso _g: !.l!f---+--f---------------__,j ... CHECK ?- ~ fftt SOAT MASAHIRO MATSUZAWA f /

SCALE-TV~:

SHEET No.- TO' s6:

ORGNo.-BVS6: ~ ~f---+--f---------------__,j H~RNA~S~~T~Q;~ci~~~~ ~~~~~ y ttanqi City Urban RailwavConsUJJGlion ~==~ ~:l:~~.t:~ K.t: vosHto MAEDA l~f---+--f---------------__,j NamTiiangLcr>g-TranHungOaoSectoon(Lone2) CHDNHI~M HARUOYMAGAWA ~.(/I ORGS.-KhOBV: ~L_ __ _L ____ L_ __________________________ ~B=A~N~D:V=~A~N~D:V~~~N~G~S:A~T~l~0~T~H~!~H~A~~N~0:.1~~0~C~/-K~E-I~/-T_E_C~/-P_A_D __ i_A_L_M __ iT __ E_D_I_i_T_R_I_C_C_j~~~~-~~~~~~~~~~~~~,~~~~"'~"~"'~~~wA~----j_~~~~L_------------------------------------~----------~

GENERAL VIEW FOR P22 PIER B6 TRi CHUNG TRL) P22 HNL2JBDIEUVOISUBI0006

w

"' 0 1i'. "' u. 0 z ~ 0 ti (.) w 0 "'

0 5

"' ~ z

1900 BEARING

GENERAL VIEW FOR P24, P25 PIER BO TRf CHUNG TRl) P24, P25

ELEVATION (SCALE 1:100) MAT CHfNH (TlL$1:100)

. tt. 5200

1900 .l

SIDE VIEW (SCALE 1:100) MAT BEN (TIL'" 1:100)

. li!Z:>li!Z

2000 zdoo 2000 7.000 T-+-------~~~-L~~----~~

I a a a

"'

a

I BLINDI~G CONCRETE 100MM J "{~ T?NG fli;M DAY ~OOMM _po 12~~ ! I ! ! i~18oo I 18ooii: ~ I : Hoo

10 l[[l[[~l 6000 ,,, Ill 10

~ ~ ~ ~ 111 I I I Ill 111 I I I 111 II I I I I II II I I I I II 4 BORED PILES D1200MM 11 I I 1 1 1 " EL3 11 1 1 1 1 11 1 1 1 1 1 1 4 CQC KHOAN NHul D1200MM

--::s,_ il..U Ll..li lt_u LIJ

=> ,

g 0

w

z "' "'

0 N ti "' ~

w g 0: ~ i5 ~ 5 5730 9250

1350 5030

CEN.OF COLUM -TIM CQT

4770 t 521:lo

14 0 2170 3Bk:O 700 BEA lNG- GOI c u ' I ,=f!ill'.~~~~~'

Hanoi Line 2 Complete Dwgs

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