+85.300 +85.300 +85.300 +84.400 +85.300 +80.600 +85.300 +83.700 +85.300 +85.300 +85.300 +84.400 +85.300 BASEMENT OUTLINE +85.300 +84.400 +85.300 1 16 slope 1/21 slope +84.940 +84.940 Grass area 20m2 +84.828 +85.300 BOULEVARD PEDESTRIAN LINK COURT YARD BC CARPARK RAMP SOUTH PLAZA NORTH PLAZA EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM FH FH FH EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM FH EX - WM EX - WM EX - WM SV SV EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM FH EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM SV EX - WM SV SV EX - WM EX - WM EX - WM EX - WM EX - WM FH EX - WM EX - WM EX - WM EX - WM FH EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM 6 ASBESTOS 1975 6 ASBESTOS 1975 6 ASBESTOS 1975 BB SV WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM SV SV PROPOSED OFF SITE WATERMAIN CONNECTION LOCATION TO EXISTING 14' ASBESTOS 1975 IN ACCORDANCE WITH STD-W-06 (NEW PE - CI) FROM STANDARD DETAILS WATER NETWORKS IW-CDS-5020-01 Rev. 03 ELECTRONIC BULK FLOW METER IN ACCORDANCE WITH STD-W-26 FROM STANDARD DETAILS WATER NETWORKS IW-CDS-5020-01 Rev. 03 AND SECTION 3.15.4 OF CODE OF PRACTICE (IW-CDS-5020-03) PROPOSED SLUICE VALUES FOR PE & DI PIPES IN ACCORDANCE WITH STD-W-14 & 15 FROM STANDARD DETAILS WATER NETWORKS IW-CDS-5020-01 Rev. 03 ENSURE MINIMUM PIPE SEPARATION DISTANCES IN ACCORDANCE WITH STD-W-11 FROM STANDARD DETAILS WATER NETWORKS IW-CDS-5020-01 Rev. 03 EXISTING WATERMAIN TO BE DECOMMISSIONED, SUBJECT TO DIVERSION AGREEMENT WITH IRISH WATER SV WM WM WM FH BASEMENT EXTENT (DASHED GREY) BASEMENT EXTENT (DASHED GREY) WM WM EX - WM BB SV EX - WM LEGEND: EXISTING WATERMAIN 14" " ASBESTOS 1975 EXISTING WATERMAIN TO BE DECOMISIONED PROPOSED WATERMAIN DN160mm HDPE SDR 17 PE 100 SLUICE VALVE BOUNDARY BOX THRUST BLOCK Drn by: Chkd by: Aprvd by: Code Status Revision Date: Scale: @ A1 Project: Title: Originator Zone Type Role Number Level Rev No. Date Revision Note Drn by Chkd by · FOR SETTING OUT REFER TO ARCHITECT'S DRAWINGS. · THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER ARCHITECTURAL AND ENGINEERING DRAWINGS AND ALL OTHER RELEVANT DRAWINGS AND SPECIFICATIONS. · DO NOT SCALE DRAWING. USE FIGURED DIMENSIONS ONLY. · NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR STORED IN ANY RETRIEVAL SYSTEM OF ANY NATURE WITHOUT THE WRITTEN PERMISSION OF O'CONNOR SUTTON CRONIN AS COPYRIGHT HOLDER EXCEPT AS AGREED FOR USE ON THE PROJECT FOR WHICH THE DOCUMENT WAS ORIGINALLY ISSUED. - - - Client: - - - Head Office, 9 Prussia Street, Dublin 7. D07 KT57 TEL +353 (0)1 8682000 e: [email protected] w: www.ocsc.ie Dublin London Belfast Galway Cork ENVIRONMENT QUALITY HEALTH & SAFETY ISO 14001:2015 ISO 9001:2015 OHSAS 18001:2007 NSAI Certified NSAI Certified NSAI Certified BIM Verified Design & Construction Capital/Delivery PAS 1192-2 bsi. O'CONNOR SUTTON CRONIN Multidisciplinary Consulting Engineers ORDNANCE SURVEY OF IRELAND LICENCE NO. EN0000819 © GOVERNMENT OF IRELAND Sandyford GP Limited. Sandyford Central Proposed Watermain Layout SFC OCSC 00 01 DR C 0520 A1 C02 21.02.19 NTS JB AH MOR P01 14.06.19 SUITABLE FOR INFORMATION JB AH C01 19.07.19 PAC SUBMISSION JS JB P02 05.11.2019 SUITABLE FOR REVIEW / COMMENT MK AH C02 14.11.2019 STAGE COMPLETE - PLANNING MK PR PLANNING DRAWING. NOT FOR CONSTRUCTION. ALL LEVELS GIVEN ARE RELATIVE TO ORDNANCE DATUM. THIS DRAWING HAS BEEN ISSUED FOR INFORMATION PURPOSES ONLY AND MUST NOT BE USED FOR CONSTRUCTION UNDER ANY CIRCUMSTANCES
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-
+85.300
+85.300
+85.300
+84.400
+85.300
+80.600
+85.300
+83.700
+85.300
+85.300
+85.300
+84.400
+85.300
BA
SE
ME
NT
O
UT
LIN
E
+85.300
+84.400
+85.300
1
16
slope
1/21 slope
+84.940
+84.940
Grass area
20m
2
+84.828
+85.300
BO
ULE
VA
RD
PE
DE
ST
RIA
N LIN
K
CO
UR
T Y
AR
D B
C
CA
RP
AR
K R
AM
P
SO
UT
H P
LA
ZA
NO
RT
H P
LA
ZA
EX
- W
ME
X - W
ME
X - W
ME
X - W
ME
X - W
ME
X - W
ME
X - W
ME
X - W
M
EX
- W
ME
X - W
M
EX
- W
M
FH
FH
FH
E
X
- W
M
EX - WM
EX - WM
EX - WM
EX - WM
EX - WM
FH
EX - WM
EX - WM
EX - WM
S
V
S
V
E
X
- W
M
EX
- W
M
EX
- W
M
EX
- W
M
EX
- W
M
EX
- W
M
EX
- W
M
EX
- W
M
EX
- W
M
FH
EX - WM
EX - WM
EX - WM
EX - WM
EX
- W
M
EX
- W
M
S
V
EX - WM
S
V
S
V
EX - WM
EX
- W
M
EX
- W
M
EX
- W
M
EX
- W
M
FH
EX
- W
M
EX
- W
M
EX
- W
M
EX
- W
M
FH
EX
- WM
EX
- WM
EX
- WM
EX
- WM
EX - WM
EX - WM
EX - WM
EX - WM
EX - WM
EX - WM
EX - WM
6 ASBES
TOS 197
5
6 A
SB
ES
TO
S 1975
6 ASBES
TOS 197
5
BB
SV
WM WM WMWM WM WM
WM WM WMWM WM WM
WM WM WMWM WM WM
WM WM WMWM WM WM
WM WM WMWM WM WM
WM WM
WM
WM
WM
SV
SV
PROPOSED OFF SITE WATERMAIN CONNECTION LOCATION TOEXISTING 14' ASBESTOS 1975 IN ACCORDANCE WITH STD-W-06(NEW PE - CI) FROM STANDARD DETAILS WATER NETWORKSIW-CDS-5020-01 Rev. 03
ELECTRONIC BULK FLOW METER IN ACCORDANCEWITH STD-W-26 FROM STANDARD DETAILS WATERNETWORKS IW-CDS-5020-01 Rev. 03 AND SECTION3.15.4 OF CODE OF PRACTICE (IW-CDS-5020-03)
PROPOSED SLUICE VALUES FOR PE & DI PIPES INACCORDANCE WITH STD-W-14 & 15 FROM STANDARDDETAILS WATER NETWORKS IW-CDS-5020-01 Rev. 03
ENSURE MINIMUM PIPE SEPARATION DISTANCES INACCORDANCE WITH STD-W-11 FROM STANDARDDETAILS WATER NETWORKS IW-CDS-5020-01 Rev. 03
EXISTING WATERMAIN TO BEDECOMMISSIONED, SUBJECT TO DIVERSION
AGREEMENT WITH IRISH WATER
SV
WMWMWM
FH
BASEMENT EXTENT(DASHED GREY)
BASEMENT EXTENT(DASHED GREY)
WM WM
EX -WM
BB
SV
EX -WM
LEGEND:
EXISTING WATERMAIN 14" " ASBESTOS 1975
EXISTING WATERMAIN TO BE DECOMISIONED
PROPOSED WATERMAIN DN160mm HDPESDR 17 PE 100
SLUICE VALVE
BOUNDARY BOX
THRUST BLOCK
Drn by: Chkd by: Aprvd by:
Code Status Revision
Date: Scale: @ A1
Project:
Title:
Originator Zone Type Role NumberLevel
Rev No. Date Revision Note Drn by Chkd by· FOR SETTING OUT REFER TO ARCHITECT'S DRAWINGS.· THIS DRAWING TO BE READ IN CONJUNCTION WITH
ALL OTHER ARCHITECTURAL AND ENGINEERINGDRAWINGS AND ALL OTHER RELEVANT DRAWINGSAND SPECIFICATIONS.
· DO NOT SCALE DRAWING. USE FIGURED DIMENSIONS ONLY.· NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR
TRANSMITTED IN ANY FORM OR STORED IN ANY RETRIEVALSYSTEM OF ANY NATURE WITHOUT THE WRITTENPERMISSION OF O'CONNOR SUTTON CRONIN AS COPYRIGHTHOLDER EXCEPT AS AGREED FOR USE ON THE PROJECT FORWHICH THE DOCUMENT WAS ORIGINALLY ISSUED.
- - -
Client:
- - -
Head Office,9 Prussia Street,Dublin 7.D07 KT57
TEL +353 (0)1 8682000
e: [email protected]: www.ocsc.ie
Dublin London Belfast Galway Cork
ENVIRONMENT QUALITY HEALTH & SAFETY
ISO 14001:2015 ISO 9001:2015 OHSAS 18001:2007
NSAI Certified NSAI Certified NSAI Certified
BIM Verified
Design & Construction
Capital/Delivery
PAS 1192-2
bsi.
O'CONNOR SUTTON CRONIN
MultidisciplinaryConsulting Engineers
ORDNANCE SURVEY OF IRELAND LICENCE NO. EN0000819 © GOVERNMENT OF IRELAND
Sandyford GP Limited.Sandyford Central
Proposed Watermain Layout
SFC OCSC 00 01 DR C 0520 A1 C0221.02.19 NTS JB AH MOR
P01 14.06.19 SUITABLE FOR INFORMATION JB AHC01 19.07.19 PAC SUBMISSION JS JBP02 05.11.2019 SUITABLE FOR REVIEW / COMMENT MK AHC02 14.11.2019 STAGE COMPLETE - PLANNING MK PR
PLANNING DRAWING.
NOT FOR CONSTRUCTION.
ALL LEVELS GIVEN ARE
RELATIVE TO ORDNANCE DATUM.
THIS DRAWING HAS BEEN ISSUED FOR INFORMATION
PURPOSES ONLY AND MUST NOT BE USED
FOR CONSTRUCTION UNDER ANY CIRCUMSTANCES
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