1
LP LP LP LP LP LP LP SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW PROPOSED CONNECTION TO EXISTING FOUL SEWER HEADWALL INCORPORATING TIDEFLEX OR SIMILAR NON RETURN VALVE AT OUTFALL PROPOSED BYPASS OIL INTERCEPTOR (NSBP024) & FLOW CONTROL DEVICE PROPOSED OUTFALL TO WATER COURSE LIMITED TO GREEN FIELD RUN OFF RATES PROPOSED ACCESS ROAD DRAINAGE SURFACE WATER INFILTRATION DRAIN (Refer to Drg. No. 7568-2142 for details) DISCHARGE FROM BUNDS VIA MONITORED PUMP SYSTEM PROPOSED FULL RETENTION OIL INTERCEPTOR (NSFP 15) FH3.3 C.L.72.75 I.L.71.4 SW8.1 SW8.0 SW9.0 SW1.0 SW2.0 SW7.0 SW7.1 SW3.0 SW4.0 SW5.0 SW6.0 SW4.1 SW4.2 PP XSYF SLSH # PP XSYF SLSH # FH3.2 C.L.72.75 I.L.70.74 FH3.1 C.L.72.75 I.L.70.07 PP XSYF SLSH # FH3.0 C.L.73.00 US I.L.69.46 DS I.L.68.02 FH3.1.1 C.L.72.75 I.L.71.25 PP XSYF SLSH # PP XSYF SLSH # PP SHUIRUDWHG SLSH PP SHUIRUDWHG SLSH PP SHUIRUDWHG SLSH PP SHUIRUDWHG SLSH PP SHUIRUDWHG SLSH PP :0 PROPOSED WATERMAIN (Refer to Drg. No. 7568-2143 for details) SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW Client: Project: Title: Scale @ A1: Prepared by: Checked: Project Director: Drawing No.: Revision: Rev Date Description By Chkd. Drawing Status: TOBIN Consulting Engineers, Block 10-4, Blanchardstown Corporate Park, Dublin 15, Ireland. tel: +353-(0)1-8030406 fax:+353-(0)1-8030409 e-mail: [email protected] www.tobin.ie Patrick J. Tobin & Co. Ltd. AECOM, 4th Floor, Adelphi Plaza, George's Street Upper, Dun Laoghaire, Ireland. T +353 (0) 1 238 3100 www.aecom.com WEST DUBLIN 220 / 110 kV SUBSTATION & ASSOCIATED WORKS SUBSTATION COMPOUND DRAINAGE & UTILITIES LAYOUT 1:500 M. Nolan D. Conneran October 2015 D. Grehan Planning 7568-2108 A A Dec. '15 PLANNING ISSUE MN DC SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW 0 10m 10m 20m 30m 2UGQDQFH 6XUYH\ ,UHODQG /LFHQFH QXPEHU (1 2UGQDQFH 6XUYH\ ,UHODQG*RYHUQPHQW RI ,UHODQG Date: FFL: 72.75 FFL: 72.75 FFL: 72.75 FFL: 72.75 220kV GIS BUILDING 110kV GIS BUILDING DRAINAGE LEGEND PROPOSED SURFACE WATER DRAINAGE PROPOSED FOUL WATER DRAINAGE PROPOSED SW INTERCEPTOR DRAIN PROPOSED WATERMAIN PROPOSED SURFACE WATER MANHOLE PROPOSED FOUL WATER MANHOLE PROPOSED WATERMAIN VALVES N O T E S : 1. FIGURED DIMENSIONS ONLY TO BE TAKEN FROM THIS DRAWING. 2. ALL DRAWINGS TO BE CHECKED BY THE CONTRACTOR ON SITE. 3. ENGINEER/EMPLOYERS REPRESENTATIVE, AS APPROPRIATE, TO BE INFORMED BY THE CONTRACTOR OF ANY DISCREPANCIES BEFORE ANY WORK COMMENCES. 4. THE CONTRACTOR SHALL UNDERTAKE A THOROUGH CHECK FOR THE ACTUAL LOCATION OF ALL SERVICES/UTILITIES, ABOVE AND BELOW GROUND, BEFORE ANY WORK COMMENCES. 5. ALL LEVELS SHOWN RELATE TO ORDNANCE SURVEY DATUM AT MALIN HEAD. GENERAL LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING SPOT LEVEL SUBSTATION LEGEND PROPOSED SURFACED AREA PROPOSED BUNDED AREA PROPOSED BUILDING ROOF AREA PROPOSED CRUSHED ROCK PROPOSED SUBSTATION EQUIPMENT PROPOSED SECURITY FENCE FFL: PROPOSED LEVELS PROPOSED LANDSCAPING PROPOSED LIGHTING POLE LP PROPOSED FOOTPATH PLANNING APPLICATION BOUNDARY ALTERNATIVE 220 KV DOUBLE CIRCUIT ROUTE CORRIDOR PREFERRED 220 KV DOUBLE CIRCUIT ROUTE CORRIDOR EXISTING TREES NOTE: LANDSCAPING AREA SHOWN FOR INDICATIVE PURPOSES FOR DETAILED LANSCAPE MASTERPLAN REFER TO DRG. NO:7568-2110

PP SHUIRUDWHG SLSH · lp lp lp lp lp lp lp sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw swsw sw sw sw sw sw sw sw sw sw sw sw sw swsw sw sw

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PROPOSED CONNECTION

TO EXISTING FOUL SEWER

HEADWALL INCORPORATING

TIDEFLEX OR SIMILAR NON

RETURN VALVE AT OUTFALL

PROPOSED BYPASS OIL

INTERCEPTOR (NSBP024) &

FLOW CONTROL DEVICE

PROPOSED OUTFALL TO WATER

COURSE LIMITED TO GREEN FIELD

RUN OFF RATES

PROPOSED ACCESS ROAD DRAINAGE

SURFACE WATER INFILTRATION DRAIN

(Refer to Drg. No. 7568-2142 for details)

DISCHARGE FROM BUNDS VIA

MONITORED PUMP SYSTEM

PROPOSED FULL RETENTION OIL

INTERCEPTOR (NSFP 15)

FH3.3

C.L.72.75

I.L.71.4

SW8.1

SW8.0

SW9.0

SW1.0

SW2.0

SW7.0

SW7.1

SW3.0

SW4.0

SW5.0

SW6.0

SW4.1

SW4.2

150mmØ upvc pipe @ 1:100

150mmØ upvc pipe @ 1:100FH3.2

C.L.72.75

I.L.70.74

FH3.1

C.L.72.75

I.L.70.07

150mmØ upvc pipe @

1:100

FH3.0

C.L.73.00

US I.L.69.46

DS I.L.68.02

FH3.1.1

C.L.72.75

I.L.71.25

150mmØ upvc pipe @ 1:60

150mmØ upvc pipe @ 1:50

600mm Ø perforated pipe

600mm Ø perforated pipe

600mm Ø perforated pipe

600mm Ø perforated pipe

600mm Ø perforated pipe

100mmØ W/M

PROPOSED WATERMAIN

(Refer to Drg. No. 7568-2143 for details)

SW

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DECLAN CUNNINGHAM 2004

Client:

Project:

Title:

Scale @ A1:

Prepared by: Checked:

Project Director:

Drawing No.:

Revision:

Rev Date

Description

By

Chkd.

Drawing Status:

TOBIN Consulting Engineers,

Block 10-4, Blanchardstown

Corporate Park, Dublin 15,

Ireland.

tel: +353-(0)1-8030406

fax:+353-(0)1-8030409

e-mail: [email protected]

www.tobin.ie

Patrick J. Tobin & Co. Ltd.

AECOM,

4th Floor,

Adelphi Plaza,

George's Street Upper,

Dun Laoghaire,

Ireland.

T +353 (0) 1 238 3100

www.aecom.com

WEST DUBLIN

220 / 110 kV SUBSTATION

& ASSOCIATED WORKS

SUBSTATION COMPOUND

DRAINAGE & UTILITIES LAYOUT

1:500

M. Nolan D. Conneran October 2015

D. Grehan

Planning

7568-2108

A

A Dec. '15 PLANNING ISSUE MN DC

SW SW SW SW SW SW SW SW SW SW

SW SW SW SW SW SW SW SW SW SW

010m 10m 20m 30m

Ordnance Survey Ireland Licence number EN 0016015. © Ordnance Survey Ireland/Government of Ireland

Date:

FFL: 72.75

FFL: 72.75

FFL: 72.75

FFL: 72.75

22

0kV

G

IS

B

UIL

DIN

G

11

0kV

G

IS

B

UIL

DIN

G

DRAINAGE LEGEND

PROPOSED SURFACE

WATER DRAINAGE

PROPOSED FOUL

WATER DRAINAGE

PROPOSED SW

INTERCEPTOR DRAIN

PROPOSED

WATERMAIN

PROPOSED SURFACE

WATER MANHOLE

PROPOSED FOUL

WATER MANHOLE

PROPOSED

WATERMAIN VALVES

N O T E S :

1. FIGURED DIMENSIONS ONLY TO BE TAKEN FROM THIS

DRAWING.

2. ALL DRAWINGS TO BE CHECKED BY THE

CONTRACTOR ON SITE.

3. ENGINEER/EMPLOYERS REPRESENTATIVE, AS

APPROPRIATE, TO BE INFORMED BY THE

CONTRACTOR OF ANY DISCREPANCIES BEFORE

ANY WORK COMMENCES.

4. THE CONTRACTOR SHALL UNDERTAKE A THOROUGH

CHECK FOR THE ACTUAL LOCATION OF ALL

SERVICES/UTILITIES, ABOVE AND BELOW GROUND,

BEFORE ANY WORK COMMENCES.

5. ALL LEVELS SHOWN RELATE TO ORDNANCE SURVEY

DATUM AT MALIN HEAD.

GENERAL LEGEND

EXISTING MAJOR

CONTOUR

EXISTING MINOR

CONTOUR

EXISTING

SPOT LEVEL

SUBSTATION LEGEND

PROPOSED

SURFACED AREA

PROPOSED

BUNDED AREA

PROPOSED

BUILDING ROOF

AREA

PROPOSED

CRUSHED ROCK

PROPOSED

SUBSTATION

EQUIPMENT

PROPOSED

SECURITY FENCE

FFL:

PROPOSED

LEVELS

PROPOSED

LANDSCAPING

PROPOSED

LIGHTING POLE

LP

PROPOSED

FOOTPATH

PLANNING

APPLICATION

BOUNDARY

ALTERNATIVE 220 KV

DOUBLE CIRCUIT ROUTE

CORRIDOR

PREFERRED 220 KV

DOUBLE CIRCUIT ROUTE

CORRIDOR

EXISTING

TREES

NOTE:

LANDSCAPING AREA SHOWN FOR INDICATIVE

PURPOSES FOR DETAILED LANSCAPE MASTERPLAN

REFER TO DRG. NO:7568-2110