Orchard View

PROPOSED WASTEWATER RISING MAIN

STD-WW-04

LEGEND:

REFER TO STD-WW-04 FOR DETAILS

EXISTING WASTEWATER SEWER & MANHOLE

PROPOSED WASTEWATER PUMPING STATION

F01 PROPOSED WASTEWATER MANHOLE

PROPOSED INSPECTION CHAMBER &WASTEWATER SERVICE CONNECTION

WASTEWATER SEWER TO BE MAINTAINED

EXISTING WASTEWATER PUMPING STATION

FW MH

EXISTING WASTEWATER RISING MAIN

SITE BOUNDARY

NOTES:1. ALL PIPE MATERIALS SHALL BE SPECIFIED ON THE RELEVANT

DRAWINGS, & SHALL COMPLY WITH THE REQUIREMENTS OFSECTION 3.13 OF THE CODE OF PRACTICE FOR WASTEWATERINFRASTRUCTURE.

WASTEWATER SEWER TO BE ABANDONED

PROPOSED WASTEWATER SEWER

00 m5 10 15 20 25

SCALE 1:500

FW MH

FW MH

FW MH

EXTG. 225mmØ uPVC SN8WASTEWATER SEWER TOBE MAINTAINED.

Ex. FMHF335

EXTG. 225mmØWASTEWATERSEWER

EXTG. 225mmØWASTEWATERSEWER

CONNECT NEW 225mmØ WWSEWER TO EXTG. FOULMH F335: CL: 59.000, IL: 56.970(SUBJECT TO IW APPROVAL)

23

25

22

24

River ViewThe Elm

s

STD-WW-02

Manor Brook

Oakwood

Orchard View

F o r e s t V i e w R o a d

225mm

Ø uPVC

- SN8

F03

F02

F01

CONNECT NEW 225mmØ WWSEWER TO EXTG. FOULMH F335: CL: 59.000, IL: 56.970(SUBJECT TO IW APPROVAL)

Ex. FMHF250

Ex. FMHF249

Ex. FMHF251

EXTG. 225mmØ uPVC SN8

WASTEWATER SEWER TO BE ABANDONED

EXTG. 225mmØ uPVC SN8

WASTEWATER SEWER TO BE ABANDONEDEx. FMHF336

Ex. FMHF337

16,31

12,73

15,77

12,98

Xm

Xm

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Drawing Number

Status

Date

Scale Rev.

CHKD.REV. DATE DESCRIPTION BY APPR.

No part of this drawing may be reproduced or transmitted in any form or stored in any retrieval system of any nature without the writtenpermission of Irish Water as copyright holder except as agreed for use on the project for which the document was originally issued.

Development

Developer / Consultant

Title

MF

RH AWW-01DESIGN

03/2021

AS SHOWNRH

WASTEWATER AS-BUILT SITE LAYOUT.

DESIGN SUBMISSION RH MFMAR 2021A RH

ORDNANCE SURVEY IRELAND LICENSE No. EN 0083316© ORDNANCE SURVEY IRELAND & GOVERNMENT OF IRELANDOS MAP REF: 1234-56


1:500 SITE LAYOUT SHOWING DIVERTED WASTEWATER SEWER

Manhole Schedule:-Type Location Co-Ords (ING)

X = xxxxx.xxx Y = yyyyyy.yyyX = xxxxx.xxx Y = yyyyyy.yyyX = xxxxx.xxx Y = yyyyyy.yyyX = xxxxx.xxx Y = yyyyyy.yyyX = xxxxx.xxx Y = yyyyyy.yyy

Ex. FMH 250MH F03MH F02MH F01

DEVELOPMENT TITLE TO BECLEARLY STATED.

NAME AND ADDRESS OFDEVELOPER AND CONSULTANTTO BE CLEARLY SHOWN.

DRAWING TITLE TO BECLEARLY STATED.

TABULATED SCHEDULESHOWING COVER LEVELS,INVERT LEVELS ANDCOORDINATES TO BEPROVIDED ON DRAWING(Excel Format Preferably)

NORTH POINT TO BEPROVIDED ON DRAWING

LAYOUT / VIEW TITLES TOBE CLEARLY STATED ONDRAWING.

DEVELOPMENT SITEBOUNDARY TO BE CLEARLYSHOWN ON DRAWING.

CONNECTION POINT TO BECLEARLY SHOWN ONDRAWING.

REFER TO IRISH WATERSTANDARD DETAILS WHEREAPPLICABLE

PIPE TO BE CLEARLYANNOTATED ON LAYOUTAS SHOWN.

STREET NAMES TO BECLEARLY SHOWN ONDRAWING.

SYMBOLS LEGEND TO BEPROVIDED ON DRAWING

WASTEWATERDESIGN SUBMISSIONSAMPLE DRAWING.

NOTE:-AT DESIGN SUBMISSION STAGE,DRAWINGS AND COORDINATESORIENTATED TO ITM GRIDREFERENCE ARE ACCEPTABLE.

CONNECTION POINT TO BECLEARLY SHOWN ONDRAWING.

Cover Level Invert Levelxx.xxxm. xx.xxxm.xx.xxxm. xx.xxxm.xx.xxxm. xx.xxxm.xx.xxxm. xx.xxxm.xx.xxxm. xx.xxxm.

DIRECTION OF FLOW TO BEINDICATED ON PIPEWORKON LAYOUT PLANS.

DRAWING TO BE REVISEDACCORDINGLY

NOTE:-SEWER PIPE MATERIAL TO BE INCLUDED IN ANNOTATION

e.g. 150mmØ WW uPVC SN8 SEWER.SEWERS TO COMPLY WITH PIPE MATERIAL TYPES OUTLINED IN THE CODEOF PRACTICE FOR WASTEWATER INFRASTRUCTURE.CONCRETE: TO IS EN 1916 (2002), BS 5911, PART 1 (2002-2010) AND IS 6(2004)THERMOPLASTIC STRUCTURED WALL PIPES: TO IS EN 13476 (2007/2009)(SN8 STIFFNESS CLASS).UNPLASTICISED PVC: TO IS EN 1401 (2009-2012) (SN8 STIFFNESS CLASS).

Ex. FMH 335

POLYETHYLENE: TO IS EN 12201 AND IS EN 12201 PART 3.

DUCTILE IRON: TO IS EN 598.

Separation Distances:-

Separation distances must be clearly stated on drawings.They must indicate the clear distance from external wall ofpipe to adjacent external wall of service or structure.

For guidance on separation distance requirements pleaserefer to the following documents:Code of Practice for Water Infrastructure - Section 3.6Code of Practice for Wastewater Infrastructure - Section3.5.9 to 3.5.21Water Infrastructure Standard Details - STD-W-11 andSTD-W-12Wastewater Infrastructure Standard Details - STD-WW-05,STD-WW-05A, STD-WW-06 and STD-WW-06A.

The separation distances outlined in the Codes of Practiceand Standard Details are minimum requirements. Specificseparation clearance distances in excess of these minimashall be provided for services such as gas, electricity,fibre-optic or oil filled cables as the case may be. Theparticular utility providers shall be consulted to determinethese minimum separation distances and evidence of thisconsultation, with the specified separation distances, shall beprovided to Irish Water at design submission stage. Forexample, the minimum separation distances for GasNetworks Ireland infrastructure shall be in accordance withIS329 'Gas Distribution Mains' and IS328 'Code of Practicefor Gas Transmission Mains' as amended/updated.

WAYLEAVE:-X Lin. m x Xm WIDE. TO BE CLEARLY SHOWN ONDRAWING.

SEPARATION DISTANCESCLEARLY SHOWN ONDRAWING.SEE NOTES OVER.


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NOTES:

1. MANHOLE TYPES TO BE NOMINATED ONDRAWINGS

2. SEWER MATERIAL TO BE NOMINATED ONLONGITUDINAL SECTION.

3. FOR WASTEWATER SERVICE CONNECTION REFERALSO TO STW-WW-01, STW-WW-03 AND STD-WW-13

levellevel

100.

000

EXTG, 225mm ØSTORM WATER

dim

44.0

00

dim

EXTG, 100MM ØGAS MAIN

CONNECTIONPOINT

CONNECTIONPOINT

EXISTING 125mm Ø - PE100 - SDR 17WATERMAIN

EXISTING 150mm Ø - PE100 - SDR 17WATERMAIN

58.5

25

59.8

00

59.7

25

58.4

7559

.675

59.8

50

Grassed AreaMacadam

Road Concrete Footpath35

.600

23.0

00

DATUM = 54.00m. OD.

m.o.d

.

CHAINAGE (m.)

0.00

COVER LEVEL

PIPE INVERT LEVEL

55.0

56.0

57.0

58.0

59.0

60.0

61.0

62.0

SAMPLE WATERMAIN LONGITUDINAL SECTIONHorizontal Scale = 1:500, Vertical Scale = 1:50.

58.7

2559

.925

54.5

0058

.450

59.6

50

85.0

0058

.400

59.6

00

145.

000

58.0

5059

.250

125mm Ø - PE100 - SDR 17 WATERMAIN

EXTENT OF NEW DIVERTED WATERMAIN

CP2

CP1

SV4 AV1 SV3

142.

000

7.25

059

.885

15.2

5059

.870

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Drawing Number

Status

Date

Scale Rev.



Local Authority

Consultant

MF

RH AW-02DESIGN

03/2021

AS SHOWNRH

SAMPLE LONGITUDINAL SECTION

RHRH MFMAR 2021A DESIGN SUBMISSION

WATERMAINDESIGN SUBMISSIONSAMPLE DRAWING.






CONNECTION POINTS, BENDSAND FITTINGS TO BE CLEARLYLABELLED ON DRAWING.

GROUND PROFILE AND SEWERPROFILE TO BE CLEARLY SHOWNON DRAWING.

CHAINAGE, COVER LEVELS,AND INVERT LEVELS TO BECLEARLY SHOWN ONDRAWING.

EXTENT OF NEW DIVERSIONTO BE CLEARLY IDENTIFIEDON LONGITUDINAL SECTION

PIPE DIAMETER ANDMATERIAL, TO BE CLEARLYSHOWN ON DRAWING.

TERRAIN TO BE CLEARLYSTATED ON DRAWING.

DATUM LEVEL (Malin Head) TOBE CLEARLY STATED ONDRAWING.





EXISTING SERVICES TO BEIDENTIFIED ON LONG SECTION ANDCLEAR SEPARATION DIMENSIONS TOBE SHOWN.REFER TO NOTES OVER.

LEGEND:

STD-W-04 REFER TO STD-W-04 FOR DETAILS

WATERMAIN TO BE MAINTAINED

SITE BOUNDARY

ROAD LEVEL

NOTES:1. ALL PIPE MATERIALS SHALL BE SPECIFIED ON THE RELEVANT

DRAWINGS, & SHALL COMPLY WITH THE REQUIREMENTS OFSECTION 3.9 OF THE CODE OF PRACTICE FOR WATERINFRASTRUCTURE.

SV

SLUICE VALVEAV

AIR VALVEHYD

HYDRANTWO

WASH OUT HYDRANTAV

AIR VALVEBM

BULK METER CHAMBERCP

CONNECTION POINT

STD-W-07STANDARD DETAIL REFERENCE

PIPE WELD LOCATIONSW03

WATERMAIN TO BE ABANDONED

NEW WATERMAIN DIVERSION

EXTG. 150mmØuPVC WATERMAIN

EXTG. 150mmØuPVC WATERMAIN

00 m5 10 15 20 25

SCALE 1:500

STD-W-05

23

25

22

24

River ViewThe Elm

s

STD-W-02

SITE BOUNDARY

SITE BOUNDARY

CONNECTION POINT 02CO-ORDINATESxxxxx.xxx, yyyyyy.yyy

125m

m Ø

- PE

100

- SDR

17

WAT

ERM

AIN

CP2

Manor Brook

Oakwood

Orchard View

F o r e s t V i e w R o a d .

SV4

AV1

SV1

SV3

SV2

45° BEND

CONNECTION POINT 01CO-ORDINATESxxxxx.xxx, yyyyyy.yyy

EXISTING 125mm Ø - PE WATERMAIN TO BE ABANDONED

CP1

POINT "A"EXISTING "TEE PIECE"TO BE END PLATEDCO-ORDINATESxxxxx.xxx, yyyyyy.yyy

EXISTING 125mm Ø - PEWATERMAIN TO BE MAINTAINED

10,96

18,04

11,55

17,24

Xm

Xm

d:\ir

ish

wat

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4 - a

s bu

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s\08

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Drawing Number

Status

Date

Scale Rev.



Development

Developer / Consultant

Title

MF

RH AW-01DESIGN

03/2021

AS SHOWNRH

WATERMAIN DIVERSION AS-BUILT LAYOUT.

RHRH MFMAR 2021A DESIGN SUBMISSION


WATERMAINDESIGN SUBMISSIONSAMPLE DRAWING.1:500 SITE LAYOUT SHOWING DIVERTED WATERMAIN

Watermain Pipework Specification:-MDPE and HDPE pipes shall be of a type PE-80 and have an SDR-11or SDR-17 rating.They shall conform to IS EN 12201: Part 1 and Part 2 (Plastic Systemsfor Water Supply, Drainage and Sewerage Under Pressure - Part 1,General, and Part 2, Pipes) and I.S. EN 12201-3 (Plastic Systems forWater Supply, Drainage and Sewerage Under Pressure - Part 3:Fittings).

HPPE pipes shall be of a type PE-100 and have an SDR-11 or SDR-17rating.They shall conform to IS EN 12201: Part 1 and Part 2 (Plastic Systemsfor Water Supply, Drainage and Sewerage Under Pressure - Part 1,General, and Part 2, Pipes) and I.S. EN 12201-3 (Plastic Systems forWater Supply, Drainage and Sewerage Under Pressure - Part 3:Fittings).

DUCTILE IRON pipes and fittings to be in accordance with IS EN 545

Note:-Watermain pipework specifications to comply with Irish Water Codeof Practice Section 3.9.





NORTH POINT TO BEPROVIDED ON DRAWING

SYMBOLS LEGEND TO BEPROVIDED ON DRAWING


DEVELOPMENT SITEBOUNDARY TO BE CLEARLYSHOWN ON DRAWING.

PIPE TO BE CLEARLYANNOTATED ON LAYOUTAS SHOWN.

STREET NAMES TO BECLEARLY SHOWN ONDRAWING.

ALL PIPE FITTINGS TO BECLEARLY SHOWN ONDRAWING.

WATERMAIN CONNECTIONPOINT TO BE CLEARLYSHOWN ON DRAWING.REFER TO IRISH WATER

STANDARD DETAILS WHEREAPPLICABLE

WATERMAIN CONNECTIONPOINT TO BE CLEARLYSHOWN ON DRAWING.

EXTENT OF WATERMAIN TO BEABANDONED TO BE CLEARLYIDENTIFIED ON DRAWING ON ANAPPROPRIATELY NAMED LAYER.

LOCALISED REMEDIAL WORKS TOBE CLEARLY IDENTIFIED ONLAYOUT PLAN AND COORDINATESPROVIDED.

NOTE:-AT DESIGN SUBMISSION STAGE,DRAWINGS AND COORDINATESORIENTATED TO ITM GRIDREFERENCE ARE ACCEPTABLE.

WAYLEAVE:-X Lin. m x Xm WIDE. TO BE CLEARLY SHOWN ONDRAWING.







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NOTES:

1. MANHOLE TYPES TO BE NOMINATED ONDRAWINGS

2. SEWER MATERIAL TO BE NOMINATED ONLONGITUDINAL SECTION.

3. FOR WASTEWATER SERVICE CONNECTION REFERALSO TO STW-WW-01, STW-WW-03 AND STD-WW-13

level

level

144.

000

EXTG, 225mm ØSTORM WATER

dim

77.7

50

dim

EXTG, 100MM ØGAS MAIN

EXISTING 225mm Ø uPVC - SN8 PIPE

1:200

MacadamRoad

Grassed AreaMacadamRoad

58.8

7557

.000

192.

500

Ex.F336

58.8

75

58.8

75

57.0

0019

2.50

0

Ex.F251

Ex.F336

Grassed Area Macadam Road


CONNECTIONPOINT

CONNECTIONPOINT

59.6

2559

.750

72.2

50

EXTENT OF NEW DIVERTED WASTEWATER SEWER

Ex.F249

Ex.F250

1:150

NEW 225mm Ø uPVC - SN8 PIPE

59.0

0057

.360

185.

500

59.1

0057

.490

170.

500

59.2

5057

.750

130.

000

59.6

0058

.050

85.0

00

59.7

7558

.110

54.5

00

60.0

5058

.400

1:64

Ex.F335F01F02F03

SAMPLE WASTEWATER LONGITUDINAL SECTION SHOWING EXTENT OF NEW DIVERTED SEWER.Horizontal Scale = 1:500, Vertical Scale = 1:50.

CONNECT NEW 225mmØ WWSEWER TO EXTG. FOUL MH F335:CL: 59.000, IL: 56.970 (SUBJECT TOIW APPROVAL)

60.0

59.0

58.0

57.0

56.0

55.0

PIPE INVERT LEVEL

COVER LEVEL

0.00CHAINAGE (m.)

m.o.d

.

DATUM = 54.00m. OD.

Grassed Area


59.6

2559

.750

72.2

50

EXTENT OF WASTEWATER SEWER TO BE ABANDONED

Ex.F249

Ex.F250

1:150

NEW 225mm Ø uPVC - SN8 PIPE

59.0

0057

.360

185.

500

59.4

2557

.750

130.

000

59.6

0058

.050

85.0

00

59.7

7558

.110

54.5

00

60.0

5058

.400

SAMPLE WASTEWATER LONGITUDINAL SECTION SHOWING EXTENT OF SEWER TO BE ABANDONEDHorizontal Scale = 1:500, Vertical Scale = 1:50.

60.0

59.0

58.0

57.0

56.0

55.0

PIPE INVERT LEVEL

COVER LEVEL

0.00CHAINAGE (m.)

m.o.d

.

DATUM = 54.00m. OD.

d:\ir

ish

wat

er\0

4 - a

s bu

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Drawing Number

Status

Date

Scale Rev.



Local Authority

Consultant

TOC

RH AWW-02AS-BUILT

02/2020

AS SHOWNRH

SAMPLE LONGITUDINAL SECTION

RHRH TOCFEB 2020A DESIGN SUBMISSION

WASTEWATERDESIGN SUBMISSIONSAMPLE DRAWING.









PIPE GRADE, DIAMETER ANDMATERIAL, TO BE CLEARLYSHOWN ON DRAWING.


EXTENT OF SEWER TO BEABANDONED TO BE CLEARLYIDENTIFIED ONLONGITUDINAL SECTION






EXISTING SERVICES TO BEIDENTIFIED ON LONG SECTION ANDCLEAR SEPARATION DIMENSIONS TOBE SHOWN.REFER TO NOTES OVER.



PIPE GRADE, DIAMETER ANDMATERIAL, TO BE CLEARLYSHOWN ON DRAWING.


EXTENT OF DIVERTED SEWERTO BE CLEARLY IDENTIFIEDON LONGITUDINAL SECTION



Documents

Orchard View