WATERMAIN TYPE B 10 CORE BLOCK RESTRICTIONS ON … · 2019-04-24 · wmwm wm wm wmwmwmwm sv sv sv...

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Road 24 Road 3 Road 3 Road 19 Road 19 Road 4 02 01 02 01 Road 16 Road 3 Road 2 Road 17 Road 2 Road 1 Road 2 CRECHE 10 14 12 13 15 09 11 10 13 12 09 11 14 15 BLOCK 3 TYPE C 4 Storey (24 Units) TYPE B 10 CORE BLOCK 4 Storey (40 Units ) BLOCK 5 TYPE B 4 Storey (40 Units ) TYPE A 3/4 Storey (30 Units ) BLOCK 2 Road 1 Road 1 Road 5 Road 1 Road 18 Road 7 Road 7 SET DOWN SET DOWN SET DOWN STAFF STAFF STAFF TYPE D 4 Storey (40 Units ) BLOCK 4 BLOCK 1 +8.70 +7.70 +8.70 +9.05 +7.70 +8.50 +8.50 +8.30 +8.40 +8.30 +7.70 +8.70 +8.70 +8.60 +7.90 +8.50 +8.70 +8.70 +8.30 +8.40 +7.70 +8.40 +8.50 +8.70 +7.70 +8.70 +9.05 +8.50 +7.90 +8.70 +8.50 +8.30 +8.40 +8.50 +7.90 +15.50 +9.10 +9.60 +9.05 +9.60 +9.45 +9.40 +9.55 +9.90 +10.30 +10.30 +9.90 +10.10 +9.70 +9.70 +9.90 +10.10 +9.80 +9.90 +10.30 +9.70 +9.55 +9.90 +10.30 +10.30 +9.55 +9.80 +10.10 +9.70 +9.80 +10.10 +10.30 +10.30 +9.55 +9.70 +10.30 +15.00 +14.20 +14.20 +11.50 +12.625 +10.80 +13.30 +12.175 +10.80 FFL- 9.30 FFL- 10.30 FFL- 10.30 FFL- 10.70 +10.45 FFL- 10.00 WM WM WM WM WM WM WM M 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 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 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 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 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 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 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 25 WM WM WM WM WM WM WM 25 25 25 25 5 25 25 25 25 25 25 25 5 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 wo ScV AV AV AV wo ScV BB BB BB BB BB BB BB BB BB B BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB BB FH FH FH FH FH FH FH SV FH BB BB BB BB BB BB BB BM BB FH BB BB BB SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV FH WM WM WM WM 25 wo EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - 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 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 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 RESTRICTIONS ON PLANTING ADJACENT TO WATER MAINS REFER TO DRAWING G450-OCSC-XX-XX-DR-C-0526 FOR DETAILS HYDRANTS LOCATED IN GRASS AREAS SHALL BE SURROUNDED BY A CONCRETE PLINTH REFER TO DRAWING G450-OCSC-XX-XX-DR-C-0522 FOR DETAILS HYDRANT LOCATION SHALL BE RELATIVE TO METER CHAMBER AND FIRST CONNECTION REFER TO DRAWING G450-OCSC-XX-XX-DR-C-0527 FOR DETAILS FH FH FH BB SV SV SV SV SV FH FH SV SV SV SV SV SV 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 SV SV SV SV WM WM SV SV SV SV SV SV SV AV PROPOSED CONNECTION TO WATERMAIN PERMITTED IN PLANNING PERMISSION REG. REF. F17A/0113 PROPOSED CONNECTION TO WATERMAIN PERMITTED IN PLANNING PERMISSION REG. REF. F17A/0113 PROPOSED CONNECTION TO WATERMAIN PERMITTED IN PLANNING PERMISSION REG. REF. F17A/0113 PROPOSED CONNECTION TO WATERMAIN PERMITTED IN PLANNING PERMISSION REG. REF. F17A/0113 PROPOSED CONNECTION TO WATERMAIN PERMITTED IN PLANNING PERMISSION REG. REF. F17A/0113 SERVICE CONNECTION TO BLOCK 2 DN50 HDPE SDR17 PE100 SERVICE CONNECTION TO BLOCK 1 DN50 HDPE SDR17 PE100 SERVICE CONNECTION TO BLOCK 3 DN50 HDPE SDR17 PE100 SERVICE CONNECTION TO BLOCK 4 DN50 HDPE SDR17 PE100 SERVICE CONNECTION TO BLOCK 5 DN50 HDPE SDR17 PE100 PROPOSED DN110 HDPE SDR17 PE100 WATERMAIN PROPOSED DN160 HDPE SDR17 PE100 WATERMAIN PROPOSED DN160 HDPE SDR17 PE100 WATERMAIN PROPOSED DN110 HDPE SDR17 PE100 WATERMAIN DN110 HDPE SDR17 PE100 SERVICE CONNECTION ScV wo ScV AV METERS FOR APARTMENTS AND SIMILAR PROPERTIES SHALL BE INSTALLED INTERNALLY WITHIN THE PREMISES IN ACCORDANCE WITH THE BUILDING CONTROL AUTHORITY'S REQUIREMENTS AND SUBJECT TO REVIEW BY IRISH WATER WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM SV WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM EX - WM EX - WM EX - WM EX - WM EX - WM EX - 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 wo PROPOSED HDPE SERVICE CONNECTION BOUNDARY BOX WITH METER AND OUTSIDE STOP VALVE LEGEND FIRE HYDRANT SLUICE VALVE AIR VALVE PROPOSED DN160 HDPE SDR17 PE 100 WATERMAIN EXISTING WATERMAIN PROPOSED DN110 HDPE SDR17 PE 100 WATERMAIN PERMITTED DN160 HDPE SDR17 PE 100 WATERMAIN PERMITTED DN110 HDPE SDR17 PE 100 WATERMAIN FLOW METER WASHOUT HYDRANT AV SV FH BB FM SCOUR VALVE ScV 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 GLENVEAGH HOMES LIMITED RESIDENTIAL DEVELOPMENT AT DONABATE Co. DUBLIN PROPOSED WATERMAINS LAYOUT G450 OCSC XX XX DR C 520 A1 C04 19.11.18 1:500 AF NMM AH C01 31.01.19 STAGE COMPLETE - PLANNING AF FS C02 05.03.19 STAGE COMPLETE - PLANNING IK NMM C03 28.03.19 STAGE COMPLETE - PLANNING AF NMM C04 09.04.19 ARCHITECT'S LAYOUT REVISED AF NMM 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

Transcript of WATERMAIN TYPE B 10 CORE BLOCK RESTRICTIONS ON … · 2019-04-24 · wmwm wm wm wmwmwmwm sv sv sv...

Page 1: WATERMAIN TYPE B 10 CORE BLOCK RESTRICTIONS ON … · 2019-04-24 · wmwm wm wm wmwmwmwm sv sv sv sv wm wm sv sv svsv sv sv sv av proposed connection to watermain permitted in planning

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TYPE C

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(24 Units)

TYPE B

10 CORE BLOCK

4 Storey

(40 Units )

BLOCK 5

TYPE B

4 Storey

(40 Units )

TYPE A

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(30 Units )

BLOCK 2

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STAFFSTAFF

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TYPE D

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BLOCK 4

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FFL- 9.30

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FFL- 10.00

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RESTRICTIONS ON PLANTING ADJACENT TO WATER MAINSREFER TO DRAWING G450-OCSC-XX-XX-DR-C-0526 FOR DETAILS

HYDRANTS LOCATED IN GRASS AREAS SHALL BE SURROUNDEDBY A CONCRETE PLINTHREFER TO DRAWING G450-OCSC-XX-XX-DR-C-0522 FOR DETAILS

HYDRANT LOCATION SHALL BE RELATIVE TO METER CHAMBERAND FIRST CONNECTIONREFER TO DRAWING G450-OCSC-XX-XX-DR-C-0527 FOR DETAILS

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AV

PROPOSED CONNECTION TO WATERMAINPERMITTED IN PLANNINGPERMISSION REG. REF. F17A/0113

PROPOSED CONNECTION TO WATERMAINPERMITTED IN PLANNING

PERMISSION REG. REF. F17A/0113

PROPOSED CONNECTION TO WATERMAINPERMITTED IN PLANNINGPERMISSION REG. REF. F17A/0113

PROPOSED CONNECTION TO WATERMAINPERMITTED IN PLANNINGPERMISSION REG. REF. F17A/0113

PROPOSED CONNECTION TO WATERMAINPERMITTED IN PLANNING

PERMISSION REG. REF. F17A/0113

SERVICE CONNECTION TO BLOCK 2DN50 HDPE SDR17 PE100

SERVICE CONNECTION TO BLOCK 1DN50 HDPE SDR17 PE100

SERVICE CONNECTION TO BLOCK 3DN50 HDPE SDR17 PE100

SERVICE CONNECTION TO BLOCK 4DN50 HDPE SDR17 PE100

SERVICE CONNECTION TO BLOCK 5DN50 HDPE SDR17 PE100

PROPOSED DN110 HDPE SDR17 PE100WATERMAIN

PROPOSED DN160 HDPE SDR17 PE100WATERMAIN

PROPOSED DN160 HDPE SDR17 PE100WATERMAIN PROPOSED DN110 HDPE SDR17 PE100

WATERMAIN

DN110 HDPE SDR17 PE100 SERVICE CONNECTION

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METERS FOR APARTMENTS AND SIMILAR PROPERTIES SHALL BEINSTALLED INTERNALLY WITHIN THE PREMISES IN ACCORDANCEWITH THE BUILDING CONTROL AUTHORITY'S REQUIREMENTSAND SUBJECT TO REVIEW BY IRISH WATER

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PROPOSED HDPE SERVICE CONNECTION

BOUNDARY BOX WITH METER AND OUTSIDE STOP VALVE

LEGEND

FIRE HYDRANT

SLUICE VALVE

AIR VALVE

PROPOSED DN160 HDPE SDR17 PE 100 WATERMAIN

EXISTING WATERMAIN

PROPOSED DN110 HDPE SDR17 PE 100 WATERMAIN

PERMITTED DN160 HDPE SDR17 PE 100 WATERMAIN

PERMITTED DN110 HDPE SDR17 PE 100 WATERMAIN

FLOW METER

WASHOUT HYDRANT

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SCOUR VALVEScV

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

GLENVEAGH HOMES LIMITEDRESIDENTIAL DEVELOPMENT AT DONABATECo. DUBLIN

PROPOSED WATERMAINS LAYOUT

G450 OCSC XX XX DR C 520 A1 C0419.11.18 1:500 AF NMM AH

C01 31.01.19 STAGE COMPLETE - PLANNING AF FSC02 05.03.19 STAGE COMPLETE - PLANNING IK NMM

C03 28.03.19 STAGE COMPLETE - PLANNING AF NMMC04 09.04.19 ARCHITECT'S LAYOUT REVISED AF NMM

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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