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PROVI DE CHANGEFROM ROLLOVER GUTTER TO BARRI ERGUTTER
PROVI DECHANGEFROM ROLLOVER GUTTER TO BARRI ERGUTTER
M
ENT AVM NGP STI EXI T) 0 WES ( CH0
D
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ROAD CENTRELI NE
A6 . 06 R9 5. 97 B
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EXI STI NG ACCESS ROAD
ENT AVEM NG P 00 STI H EXI T) C WES (
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ROAD EXI STI NG PAV EME NT( EAS T) R1 3. 97
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PROVI DECHANGE FROM ROLLOVERGUTTER TO BARRI ERGUTTER
P
PROVI DECHANGEFROM ROLLOVERGUTTER TO BARRI ER GUTTER
EXI STI NG SURFACELEVEL FI NI SHEDPAVEMENTLEVEL
FI NI SHED PAVEMENTLEVEL
EXI STI NG SURFACE LEVEL
SCALE1: 50VERT SCALE1: 200HORZ
91. 30 113. 11
SECTI ON RR EXI STI NG PAVEMENT ( EAST) 113. 06 100. 12 113. 06
SECTI ON QQ 113. 25
SECTI ON PP 113. 35 75. 86 113. 00
112. 96 52. 35 112. 66
PI TSP6 SECTI ON OO
112. 90 60 47. 22 112.
PI TSP5 SECTI ON NN
112. 45 22. 09 112. 20
SECTI ON MM
112. 35 10. 21 112. 12
PI TSP3&P4 SECTI ON LL
3. 00
SECTI ONK-K 112. 05 111. 97
CHAI NAGE
111. 80
111. 91 112. 24 48. 75
FI NI SHEDSURFACE LEVEL LANEWAYCENTRELI NE
111. 80
PI TSP40&P41 SECTI ONF-F
EX.SURFACE LEVEL
0. 00
SECTI ONEE 111. 68 112. 15 40. 25
SECTI ON JJ EXI STI NG PAVEMENT (WEST)
SECTI ONDD 111. 37
6. 61
15. 96 111. 15
SECTI ONG-G EXI STI NG PAVEMENT (EAST)
PI TSP1&P2 SECTI ONCC 111. 10 111. 20
3. 00
DATUM 111. 00
148 GRADE1:
112. 24
SECTI ONBB 111. 08 111. 05
0. 00
EX.SURFACE LEVEL
18 : GRADE1
55 GRADE1:
66. 52 112. 24
SECTI ONAA EXI STI NGPAVEMENT ( WEST)
111. 00 111. 00
CHAI NAGE
DATUM 110. 00
185 GRADE1:
63 GRADE1:
SAMPLEONLY
FI NI SHEDSURFACELEVEL LANEWAYCENTRELI NE
38 GRADE1:
GRADE1: 200
140 GRADE1:
47 GRADE1: 46 GRADE1:
SCALE1: 50VERT SCALE1: 200HORZ
NG COURSE ZE7TYPELCLASS320WEARI 20mm SI ZE10TYPENCLASS320STRUCTURALCOURSE 30mm SI
CONCRETE KERB L REFERTO DETAI
NVERT VEWAYI DRI N 200 N.1I MI NAL TUDI LONGTI CAL PI Y T E D A GR 0 6 N N.1I MI CROSSGRADE CAL TYPI
N 60 N.1I MI CROSSGRADE CAL TYPI
CONCRETEKERB REFERTO DETAI L
FL
DES C TO BOTTOM & SI GEOFABRI au) com. cs. i het geosynt www. (
PREPARE SUBGRADEBY THOROUGHLYCOMPACTI NG TOP 200mm REMOVE UNSUI TABLE MATERI ALANDREPLACE SELECTBACKFI LL ( MI N CBR3%)
THEPOSI TI ON &DEPTHOFALLEXI STI NG UNDERGROUND SERVI CES ( e. gDRAI NAGE,ELEC. ,PHONE,SEWER,ETC)TO BE DETERMI NED PRI OR TO COMMENCEMENTOFCONSTRUCTI ON ANDANYDI SCREPANCI ES BROUGHTTO THEATTENTI ONOFTHI SOFFI CE I NFORMATI ON FROM ' 1100DI ALBEFOREYOUDI G'SERVI CE&RELEVANT AUTHORI TI ESSHOULD BEOBTAI NED I N WRI TI NG BEFOREANY CONSTRUCTI ONI SCOMMENCED
300mm COMPACTED PAVEMENTBASE OF20mm CLASS3F. C. R. COMPACTEDTO 98% DRYDENSI TY TO AS1289REQUI REMENTS
500mm COMPACTED CLAYFI LL( APPROX) COMPACTED TO 98% DRYDENSI TYTO AS1289REQUI REMENTS ROLLOVER ( SEMI MOUNTABLE)KERB &CHANNEL SCALE1: 20
SCALE1:20
ALLDRAWI NGSTO BE READ I NCONJUNCTI ONWI TH NOTESSHEETC1 Cl i ent
A B
28/ 5/ 15 7/ 8/ 15
GENERAL GENERAL
VI LLAGEBAXTER
Cl i entRef
-
C. R
MAR 14
PROPOSEDRESI DENTI ALDEVELOPMENT 1: 200@ A0 C. R STAGEA&B-MANNI NG REDEVEL OPMENT 8ROBI NSONSROAD,FRANKSTON SOUTH E160 71AC3 B
150x50x4. 0RHS TOPCHORD TYP
14000 TYP
150x50x4. 0RHS TOPCHORD TYP
100x100x10EAANGLE DECKSUPPORT TYP
FSBW
1000 TYP
SCREEN 2000 TYP
150x50x4. 0RHS TOPCHORD TYP
75x75x5EAANGLE DECKSUPPORTSTRUT TYP
FSBW
150x50x4. 0RHS VERTI CALSTRUCT TYP
1200 TYP
2000 TYP
150x50x4. 0RHS TOPCHORD TYP
150x50x4. 0RHS TOPCHORD TYP
SCREEN
FSBW 150x50x4. 0RHS BOTTOM CHORD TYP
150x50x4. 0RHS VERTI CALSTRUCT TYP
150x50x4. 0RHS BOTTOM CHORD TYP
FSBW
100x100x10EAANGLE DECKSUPPORT TYP
150x50x4. 0RHS BOTTOM CHORD TYP 100x100x10EAANGLE DECKSUPPORT TYP 75x75x5EAANGLE DECKSUPPORTSTRUT I NBACKGROUND TYP
6mm CFW
150x50x4. 0RHS BOTTOM CHORD TYP
2000 TYP
75x75x5EAANGLE DECKSUPPORTSTRUT TYP
SAMPLEONLY
SCALE:1: 20 TYPI CAL
150x50x4. 0RHS BOTTOM CHORD TYP
FSBW
CONCRETEPI LECAP TYP
1000 TYP
APPROXDEPTH 7000mm
150x50x4. 0RHS DI AGONALSTRUCT TYP CONCRETEPI LECAP REFERTO DRAWI NG S4 TYP
100x100x5. 0SHS SUPPORTSTRUT TYP 150x50x4. 0RHS BOTTOM CHORD TYP
3NoSTEELSCREW PI LES REFERTODRAWI NGS4 TYP
APPROXDEPTH 7000mm
1200 TYP
150x50x4. 0RHS TOPCHORD TYP
FSBW
CONCRETEPI LECAP REFERTO DRAWI NG S4 TYP 3NoSTEELSCREW PI LES REFERTO DRAWI NG S4 TYP
150x50x4. 0RHS TOPCHORD TYP FSBW
FSBW
150x50x4. 0RHS VERTI CALSTRUCT TYP 100x100x5. 0SHS SUPPORTCOLUMN TYP 100x100x5. 0SHS SUPPORTSTRUT BEHI ND TYP
90x190F27SEASONED I RONBARKDECKI NG TYP
FSBW -FULLSTRENGTHBUTTWELD 6mm CFW -6mm FI LLETWELD
100x100x10EAANGLE DECKSUPPORT TYP
1000 TYP
6mm CFW
150x50x4. 0RHS VERTI CALSTRUCT TYP
FSBW FSBW
FSBW
FSBW 150x50x4. 0RHS DI AGONALSTRUCT TYP
6mm CFW
6mm CFW 100x100x10EAANGLE DECKSUPPORT TYP 150x50x4. 0RHS BOTTOM CHORD TYP
6mm CFW 75x75x5EAANGLE DECKSUPPORTSTRUT TYP
FSBW 100x100x5. 0SHS SUPPORTSTRUT TYP
FSBW -FULLSTRENGTHBUTTWELD 6mm CFW -6mm FI LLETWELD
SAFEWORKI NGLOAD( SWL)LI MI T-1000Kg
Rev
A
Dat e
19/ 11/ 15
Remar ks
GENERAL
Cl i ent
R.GRAI NGER
Cl i entRef
-
SCALE:1: 20 TYPI CAL
ALLDRAWI NGSTO BEREADI NCONJUNCTI ONWI THNOTESSHEETS1
Det ai l s
PROPOSEDBRI DGE 16YAMALADRI VE FRANKSTONSOUTH
Desi gn Dr awn
C. R C. R
Dat e
SEP15
Scal e
JobNo:
E17012BS2
1: 100@ A2 Rev
A