0C1-050 · 0c1-050 concept issue not for construction--dm rj 102 401 rct 0c1-050 102- 401_ rct_...
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BOUNDARY BOUNDARY BOUNDARY BOUNDARY BOUNDARY BOUNDARY BOUNDARY BUILDING B01 BUILDING B02 BUILDING B04 BUILDING B05 BUILDING B03 E9 7.00 E 9 7 . 0 0 E9 6.00 E9 5.00 E 9 4 . 0 0 E 9 6 . 0 0 E95.00 E94.00 E93.00 E92.00 E 91.00 E92.00 E93.00 COLLEGIUM AVENUE STRADA CRESENT BRANDON PARK DRIVE BOUNDARY BOUNDARY BOUNDARY P1 P2 P3 P9 P10 P11 P12 P8 P7 P6 P5 P4 P13 300 DIA 300 DIA 300 DIA 600 DIA 600 D I A 450 DIA 375 DIA 300 DIA 300 DIA 300 DIA 300 DIA 300 DIA 300 DIA GROUND LEVEL DRAINAGE INCLUDING SEEPAGE TO BE GRAVITY FED TO DETENTION SYSTEM GROUND LEVEL DRAINAGE INCLUDING SEEPAGE TO BE GRAVITY FED TO DETENTION SYSTEM GROUND LEVEL DRAINAGE INCLUDING SEEPAGE TO BE GRAVITY FED TO DETENTION SYSTEM 12m WIDE x 30m LONG x 1.1m DEEP UNDERGROUND DETENTION TANK FORM SWALE IN LANDSCAPING TO DIRECT OVERLAND FLOW AROUND BUILDINGS PUMP SYSTEM TO DISCHARGE SEEPAGE WATER AND RAMP RUNOFF. GROUND LEVEL DRAINAGE TO BE GRAVITY FED TO DETENTION SYSTEM PUMP SYSTEM TO DISCHARGE SEEPAGE WATER AND RAMP RUNOFF. GROUND LEVEL DRAINAGE TO BE GRAVITY FED TO DETENTION SYSTEM 300 DIA 450 DIA 450 DIA P14 P15 P16 P17 P18 ORIFICE TO CONTROL PIT TO RESTRICT DISCHARGE TO PSD EASEMENT E-1 EAS EMENT E- 1 EASEMENT E-1 EASEMENT E-1 450 DIA 450 DIA P19 EXISTING 375 DIA PIPE TO BE UPGRADED TO NEW 450 DIA RCP UNDER ACADAMY AV BREAK INTO EXISTING COUNCIL SEP AND MAKE GOOD Ex SEWER PIT Ex SEWER PIT Ex SEWER PIT Ex SEWER PIT Ex SEWER PIT Ex SEWER PIT E9 1. 00 E90.00 E89.00 E88.00 E87.00 E86.00 E85.00 E85.00 E86.00 E87.00 E88.00 E89.00 E90.00 Ex SEP Ex SEP Ex SEP Ex SEP Ex SEP Ex SEP Ex SEP Ex SEWER PIT Ex SEWER PIT Ex 300 DIA Ex PIT Ex PIT Ex PIT Ex POLE Ex POLE Ex POLE Ex POLE Ex SEP Ex 450 DIA ACADEMY AVENUE GENERATOR NEW CONCRETE CROSSOVER CONSTRUCTED TO MONASH CITY COUNCILS REQUIREMENTS EXISTING VEGITATION TO REMAIN PROTECT DURING CONSTRUCTION PARALLEL CARPARKING TO COLLEGIUM AVENUE FRONTAGE CONSTRUCTED IN ACCORDANCE WITH MONASH CITY COUNCILS REQUIREMENTS NEW CONCRETE CROSSOVER CONSTRUCTED TO MONASH CITY COUNCILS REQUIREMENTS PARALLEL CARPARKING TO COLLEGIUM AVENUE FRONTAGE CONSTRUCTED IN ACCORDANCE WITH MONASH CITY COUNCILS REQUIREMENTS POWER KIOSK EXISTING VEGITATION TO REMAIN PROTECT DURING CONSTRUCTION INTERNAL DRAINAGE ALIGNMENT INDICATIVE ONLY TO BE CONFIRMED Designed TITLE CLIENT Melbourne Sydney Geelong Level 10, 620 Bourke Street Melbourne Victoria 3000 t +61 3 8600 9700 e [email protected] w www.adamseng.com.au These drawings plans & specifications and the copyright therein are the property of Adams Consulting Engineers Pty. Ltd. & must not be used, reproduced or copied wholly or in part without the written permission of Adams Consulting Engineers Pty. Ltd. All rights reserved. COPYRIGHT c 2015 Drawing Revision Project Leader Project Director Drawn Certified Sheet Size Printed North Project No. Stage No. Block No. Sheet No. Amendment PDF Name Int Project No. 140213 C 21/07/2016 1:14:32 PM C LEVEL 1 AND SITE DRAINAGE PLAN R E T I R E M E N T V I L L A G E , 6 - 3 0 B R A N D O N P A R K D R I V E , W H E E L E R S H I L L 0C1-050 CONCEPT ISSUE NOT FOR CONSTRUCTION - - DM RJ 102 401 RCT 0C1-050 102- 401_ RCT_ 0C1-050 C.PDF SCALE 1 : 500 GROUND FLOOR GENERAL ARRANGEMENT PLAN DETENTION REQUIREMENTS: PSD=385L/s (USING CONTROL PIT) DETENTION VOLUME = 400m³ (USING UNDERGROUND TANK) NOTE: DETENTION REQUIREMENTS ARE TENTATIVE ONLY AND TO BE CONFIRMED AT DESIGN DEVELOPMENT STAGE. PIT No. TYPE INTERNAL DIMENSION S L x W (mm) SURFACE LEVEL (m) DEPTH INLET PIPE FROM DIA IL OUTLET PIPE DIA IL COVER TYPE PIT SCHEDULE P1 - - - GP 96.10 600 x 600 300 TBC P2 P1 300 TBC GP 96.10 600 x 600 300 TBC P3 P2 300 TBC GP P94.80 600 x 600 300 TBC P4 - - - GP 96.10 600 x 600 300 TBC P5 P4 300 TBC GP 96.10 600 x 600 300 TBC P6 P5 300 92.00 GP 93.60 600 x 600 300 92.00 P7 P3 300 91.00 GP 92.60 600 x 600 375 91.00 P6 300 P8 P7 375 90.10 GP 91.60 600 x 600 450 90.10 P9 - - - GP TBC 600 x 600 300 TBC P10 P9 300 TBC GP TBC 600 x 600 300 TBC P11 P10 300 92.80 GP 93.50 600 x 600 300 92.80 P12 P8 450 89.60 GP 91.40 600 x 600 600 89.60 P11 300 89.60 P13 P12 600 89.30 GP 90.70 600 x 600 600 89.30 P14 - - - GP 600 x 600 300 TBC P15 P14 300 88.50 GP 90.30 600 x 600 450 88.50 CONTROL PIT TANK 600 88.50 P16 P15 450 83.90 JP 87.80 600 x 600 450 83.90 P17 P16 450 83.20 JP 85.30 600 x 600 450 83.20 P18 P17 450 82.95 JP 84.40 600 x 600 450 82.95 P19 P18 450 TBC JP TBC EXISTING Ex TBC ISSUE REVISION DATE A CONCEPT ISSUE 04/11/15 B CONCEPT ISSUE 19/11/15 C CONCEPT ISSUE 21/07/16
Transcript of 0C1-050 · 0c1-050 concept issue not for construction--dm rj 102 401 rct 0c1-050 102- 401_ rct_...
BOUNDARY
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BOUNDARY
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BOUNDARY
BUILDING B01BUILDING B02
BUILDING B04
BUILDING B05
BU
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B03
E97.00
E97.00
E96.00E95.00
E94
.00
E96.00
E95
.00
E94
.00
E93
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COLLEGIUM AVENUE
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BOUNDARY
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P1P2
P3
P9P10P11
P12
P8P7 P6
P5
P4
P13
300 DIA 300 DIA
300
DIA
600
DIA
600
DIA
450 DIA 375 DIA 300 DIA 300 DIA
300
DIA
300 DIA300 DIA
300
DIA
GROUND LEVEL DRAINAGE INCLUDINGSEEPAGE TO BE GRAVITY FED TO
DETENTION SYSTEM
GROUND LEVEL DRAINAGE INCLUDINGSEEPAGE TO BE GRAVITY FED TO
DETENTION SYSTEM
GR
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L D
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INA
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INC
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YS
TEM
12m WIDE x 30m LONG x 1.1m DEEPUNDERGROUND DETENTION TANK
FORM SWALE IN LANDSCAPINGTO DIRECT OVERLAND FLOWAROUND BUILDINGS
PUMP SYSTEM TO DISCHARGE SEEPAGEWATER AND RAMP RUNOFF.
GROUND LEVEL DRAINAGE TO BE GRAVITYFED TO DETENTION SYSTEM
PUMP SYSTEM TO DISCHARGE SEEPAGEWATER AND RAMP RUNOFF.
GROUND LEVEL DRAINAGE TO BE GRAVITYFED TO DETENTION SYSTEM
300
DIA
450
DIA
450
DIA
P14
P15
P16
P17
P18
ORIFICE TO CONTROL PIT TORESTRICT DISCHARGE TO PSD
EA
SE
ME
NT
E-1
EASEMENT E-1
EASEMENT E-1
EA
SE
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NT
E-1
450 DIA
450
DIA
P19
EXISTING 375 DIA PIPE TO BE UPGRADEDTO NEW 450 DIA RCP UNDER ACADAMY AV
BREAK INTO EXISTING COUNCIL SEPAND MAKE GOOD
Ex SEWERPIT
Ex SEWERPIT
Ex SEWERPIT
Ex SEWERPIT
Ex SEWERPIT
Ex SEWERPIT
E91.00
E90.
00E8
9.00
E88.00
E87.00
E86.00E85.00
E85.00
E86.00E87.00
E88.00E89.00
E90.00
Ex SEPEx SEP
Ex SEP
Ex SEP
Ex SEP Ex SEP Ex SEP
Ex SEWERPIT Ex SEWER
PIT
Ex
300
DIA
Ex PIT
Ex PIT
Ex PIT
Ex POLE Ex POLE Ex POLE
Ex POLE
Ex SEP
Ex 450 DIAACADEMY AVENUE
GENERATOR
NEW CONCRETE CROSSOVERCONSTRUCTED TO MONASH CITYCOUNCILS REQUIREMENTS
EXISTING VEGITATION TO REMAINPROTECT DURING CONSTRUCTION
PARALLEL CARPARKING TO COLLEGIUM AVENUEFRONTAGE CONSTRUCTED IN ACCORDANCE WITHMONASH CITY COUNCILS REQUIREMENTS
NEW CONCRETE CROSSOVERCONSTRUCTED TO MONASH CITYCOUNCILS REQUIREMENTS
PARALLEL CARPARKING TO COLLEGIUM AVENUEFRONTAGE CONSTRUCTED IN ACCORDANCE WITHMONASH CITY COUNCILS REQUIREMENTS
POWER KIOSK
EXISTING VEGITATION TO REMAINPROTECT DURING CONSTRUCTION
INTERNAL DRAINAGE ALIGNMENT INDICATIVE ONLYTO BE CONFIRMED
Designed
TITLE
CLIENT
Melbourne Sydney Geelong
Level 10, 620 Bourke StreetMelbourne Victoria 3000t +61 3 8600 9700 e [email protected] w www.adamseng.com.au
These drawings plans & specifications and the copyright therein are the property of Adams Consulting Engineers Pty. Ltd. & must not beused, reproduced or copied wholly or in part without the written permission of Adams Consulting Engineers Pty. Ltd. All rights reserved.
COPYRIGHT c 2015
Drawing Revision
Project Leader
Project Director
Drawn
Certified
Sheet Size
Printed
North
Project No.
Stage No.
Block No.
Sheet No.
Amendment
PDF Name
Int Project No. 140213
C
21/07/2016 1:14:32 PM
C
LEVEL 1 AND SITE DRAINAGE PLAN
RE
TIR
EM
EN
T V
ILLA
GE
, 6 -
30 B
RA
ND
ON
PA
RK
DR
IVE
, WH
EE
LER
S H
ILL
0C1-050
CONCEPT ISSUENOT FOR CONSTRUCTION
-
-
DM
RJ
102
401
RCT
0C1-050
102- 401_ RCT_ 0C1-050 C.PDF
SCALE 1 : 500
GROUND FLOOR GENERAL ARRANGEMENT PLAN
DETENTION REQUIREMENTS:
PSD=385L/s (USING CONTROL PIT)DETENTION VOLUME = 400m³ (USING UNDERGROUND TANK)
NOTE:DETENTION REQUIREMENTS ARE TENTATIVE ONLY AND TOBE CONFIRMED AT DESIGN DEVELOPMENT STAGE.
PITNo.
TYPEINTERNAL
DIMENSIONS L x W (mm)
SURFACELEVEL (m)
DEPTHINLET PIPE
FROM DIA IL
OUTLET PIPE
DIA ILCOVER TYPE
PIT SCHEDULE
P1 - - -GP 96.10600 x 600 300 TBC
P2 P1 300 TBCGP 96.10600 x 600 300 TBC
P3 P2 300 TBCGP P94.80600 x 600 300 TBC
P4 - - -GP 96.10600 x 600 300 TBC
P5 P4 300 TBCGP 96.10600 x 600 300 TBC
P6 P5 300 92.00GP 93.60600 x 600 300 92.00
P7 P3 300 91.00GP 92.60600 x 600 375 91.00
P6 300
P8 P7 375 90.10GP 91.60600 x 600 450 90.10
P9 - - -GP TBC600 x 600 300 TBC
P10 P9 300 TBCGP TBC600 x 600 300 TBC
P11 P10 300 92.80GP 93.50600 x 600 300 92.80
P12 P8 450 89.60GP 91.40600 x 600 600 89.60
P11 300 89.60
P13 P12 600 89.30GP 90.70600 x 600 600 89.30
P14 - - -GP 600 x 600 300 TBC
P15 P14 300 88.50GP 90.30600 x 600 450 88.50 CONTROL PIT
TANK 600 88.50
P16 P15 450 83.90JP 87.80600 x 600 450 83.90
P17 P16 450 83.20JP 85.30600 x 600 450 83.20
P18 P17 450 82.95JP 84.40600 x 600 450 82.95
P19 P18 450 TBCJP TBCEXISTING Ex TBC
ISSUE REVISION DATE
A CONCEPT ISSUE 04/11/15
B CONCEPT ISSUE 19/11/15
C CONCEPT ISSUE 21/07/16
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