CELL NO.07 - 20 units€¦ · 19.70 FFL 10.200 FFL 10.550 Rosshill House 15.3 Ornamental Mound 6000...
1
19.70 FFL 10.200 FFL 10.550 Rosshill House 15.3 Ornamental Mound 6000 5500 7800 5500 5500 7300 5500 5500 6000 FFL 19.150 20.50 FFL 18.700 18.25 17.80 17.10 FFL 17.650 16.65 16.25 FFL 16.350 FFL 17.550 FFL 17.850 FFL 16.550 19.50 15.40 FFL 11.775 15.75 CELL NO.09 17 units CELL NO.04 26 units Apartment Block 02 - 20 no. Apartment Block 03 - 27 no. CELL NO.02 18 units Commercial with 29 apts over CELL NO.03 26 units CELL NO.01 19 units CELL NO.07 - 20 units FFL 09.550 14.45 14.95 16.65 FFL 16.650 17.18 17.30 17.90 18.20 FFL 20.650 FFL 20.150 FFL 19.800 FFL 19.800 FFL 20.850 18.65 19.20 19.70 20.30 20.80 17.90 18.10 17.60 17.20 17.00 17.00 16.30 16.600 16.600 FFL 17.150 FFL 17.550 FFL 18.000 18.15 18.65 18.20 19.20 19.30 20.10 18.60 FFL 18.200 FFL 17.150 FFL 16.650 16.00 FFL 17.250 FFL 16.650 16.80 19.25 18.65 FFL 17.650 FFL 16.950 17.00 FFL 16.875 17.90 18.10 FFL 17.550 19.80 20.00 FFL 16.200 20.60 FFL 18.000 17.400 FFL 18.650 16.30 20.10 FFL 19.850 14.70 FFL 19.850 FFL 18.250 FFL 16.100 FFL 19.200 FFL 11.000 15.90 14.90 15.50 FFL 15.800 16.225 FFL 10.950 FFL 19.700 FFL 18.700 FFL 12.200 FFL 20.200 16.25 FFL 20.200 15.95 15.60 FFL 19.500 FFL 17.150 FFL 19.850 FFL 11.525 FFL 13.550 FFL 18.150 FFL 21.150 FFL 20.350 FFL 10.425 FFL 20.200 FFL 20.800 FFL 12.875 FFL 10.850 FFL 09.400 FFL 15.350 FFL 16.900 FFL 09.650 FFL 10.850 FFL 19.800 FFL 09.650 FFL 17.000 FFL 10.150 12.00 FFL 12.450 FFL 10.150 FFL 10.550 FFL 11.100 FFL 09.950 FFL 10.850 FFL 10.100 09.50 FFL 09.950 FFL 10.850 09.75 10.60 FFL 09.300 10.10 09.90 11.10 10.50 12.00 10.10 10.60 09.60 07.30 11.10 09.90 10.30 09.80 09.05 08.00 10.40 10.20 10.20 10.50 10.00 FFL 11.150 .01 21.50 16.60 16.80 Apartment Block 06 - 27 no. CELL NO.05 15 units CELL NO.06 19 units Apartment Block 05 - 27 no. Kickabout area Kickabout area Apartment Block 04 - 27 no. CELL NO.08 25 units FFL 17.150 FFL 16.450 FFL 18.250 FFL 18.325 FFL 17.100 FFL 15.300 16.10 16.20 FFL 16.700 FFL 16.05 FFL 18.825 FFL19.800 FFL 19.800 FFL 19.100 10.20 FFL 20.750 19.80 20.60 21.00 19.40 18.70 18.20 17.80 18.00 18.75 19.60 19.70 20.10 15.00 13.95 15.60 12.95 09.30 09.10 09.25 10.60 10.70 11.00 09.50 09.10 09.20 09.50 21.50 21.50 15.55 16.30 13.90 08.50 07.20 07.80 07.20 010.00 09.400 08.80 13.67 19.50 13.50 08.80 10.00 10.00 10.10 19.750 19.650 16.90 16.900 16.850 16.700 15.00 FFL 09.550 Underground Pumping station location to engineers specification & design 19.35 16.20 Playground & Terraces steps FFL 09.650 no.10 no.130 no.61 no.01 no.02 no.03 no.04 no.05 no.06 no.07 no.08 no.09 no.11 no.95 no.94 no.97 no.100 no.98 no.101 no.102 no.103 no.12 no.13 no.14 no.15 no.22 no.16 no.17 no.18 no.19 no.23 no.27 no.25 no.26 no.29 no.28 no.33 no.30 no.31 no.32 no.34 no.35 no.36 no.37 no.42 no.43 no.47 no.46 no.49 no.51 no.50 no.52 no.39 no.53 no.54 no.55 no.59 no.57 no.58 no.107 no.60 no.106 no.62 no.108 no.111 no.110 no.112 no.114 no.117 no.115 no.121 no.122 no.119 no.124 no.118 no.123 no.125 no.128 no.126 no.127 no.154 no.155 no.156 no.157 no.158 no.159 no.160 no.96 no.99 no.161 no.163 no.230 no.231 no.232 no.233 no.234 no.235 no.236 no.237 no.238 no.247 no.248 no.249 no.250 no.251 no.252 no.253 no.254 no.255 no.256 no.257 no.258 no.259 no.260 no.261 no.262 no.265 no.266 no.267 no.269 no.270 no.271 no.307 no.315 no.314 no.313 no.312 no.311 no.308 no.300 no.299 no.246 no.245 no.38 no.93 no.229 Unit no.s 64-92 no.20 no.21 no.24 no.40 no.41 no.44 no.45 no.48 no.56 no.63 no.104 Unit no.s 134-153 no.131 no.132 Unit no.s 200-226 Unit no.s 173-199 Unit no.s 272-298 Unit no.s 316-342 no.162 no.164 no.165 no.166 no.167 no.168 no.169 no.170 no.171 no.172 no.228 no.227 no.239 no.240 no.241 no.242 no.243 no.244 no.263 no.264 no.268 no.301 no.302 no.303 no.304 no.305 no.306 no.309 no.310 GO CAR GO CAR 38531 75622 6259 4046 43117 32638 38360 21481 23645 EV EV EV EV EV EV EV EV EV EV EV EV EV .05 .06 .11 .17 .18 .47 .55 .59 .63 .64 .67 .68 .70 .71 .74 .75 .78 .87 .85 .84 .81 .80 .79 .88 .94 .95 .100 .106 .107 .112 .143 .140 .139 .137 .136 .133 .130 .127 .126 .123 .122 .119 .118 .113 .101 .144 .147 .148 .150 .154 .157 .162 .170 .167 .166 .163 .171 .173 .177 .178 .181 .182 .185 .186 .190 no.105 no.109 no.113 no.116 no.120 no.129 no.133 .50 .54 .58 EV 4000 6107 15081 Cafe Terrace .91 .114 .115 .153 .158 .174 .189 .192 .193 .197 15090 18530 Roof Garden GO CAR GO CAR GO CAR 16.600 .19 .20 .23 .24 .27 .28 .30 .35 .36 .40 FFL 18.900 Creche R3000 FMH 2.1 B C.L. 9.400 I.L. 8.250 FMH 2.5 C.L. 13.950 I.L. 12.324 FMH 4 C.L. 10.200 I.L. 8.917 FMH 2.1 A C.L. 9.10 I.L. 7.315 PROPOSED PUMPING STATION WITH 212m3 STORAGE (24 HR STORAGE FMH 2.2 B C.L. 10.250 I.L. 8.900 FMH 2.2 C.L. 10.000 I.L. 8.008 FMH 2.2 A C.L. 9.850 I.L. 8.240 FMH 2.3 C.L. 10.450 I.L. 8.529 FMH 2.4 C.L. 10.600 I.L. 8.807 FMH 2.4 B C.L. 11.000 I.L. 9.850 (9.8) FMH 4.2 C.L. 12.400 I.L. 10.700 FMH 4.1 C.L. 11.100 I.L. 9.752 FMH 2.1 C.L. 9.100 I.L. 7.223 FMH 2.7 C.L. 15.400 I.L. 13.963 FMH 2.8 C.L. 16.250 I.L. 14.250 FMH 2.6 A C.L. 15.600 I.L. 13.975 FMH 2.6 C.L. 14.900 I.L. 13.400 FMH 2.10 B C.L. 19.900 I.L. 18.475 FMH 2.10 C.L. 17.900 I.L. 16.421 FMH 2.10 A C.L. 19.000 I.L. 17.523 FMH 2.12 C.L. 19.400 I.L. 17.294 FMH 2.12 A C.L. 20.600 I.L. 19.250 FMH 14.1 C.L. 17.250 I.L. 16.020 FMH 2.15 C.L. 20.800 I.L. 19.450 H FMH 2.14 C.L. 20.100 I.L. 18.706 FMH 16.3 C.L. 17.000 I.L. 15.527 FMH 16.2 C.L. 16.250 I.L. 14.913 FMH 19 C.L. 18.150 I.L. 16.880 FMH 20 C.L. 19.450 I.L. 18.187 FMH 21 C.L. 20.500 I.L. 19.150 FMH 18.1 C.L. 18.550 I.L. 17.200 FMH 2.13 C.L. 19.200 I.L. 17.934 FMH 14.2 C.L. 18.800 I.L. 17.250 FMH 10 C.L. 15.900 I.L. 13.223 FMH 17 C.L. 16.850 I.L. 15.495 FMH 16 C.L. 16.200 I.L. 14.436 FMH 15 C.L. 16.100 I.L. 14.246 FMH 16.1 C.L. 16.300 I.L. 14.670 FMH 14 C.L. 16.000 I.L. 13.949 FMH 13 C.L. 15.750 I.L. 13.865 FMH 12 C.L. 15.550 I.L. 13.690 FMH 11 C.L. 14.900 I.L. 13.387 FMH 9 C.L. 15.00 I.L. 13.036 FMH 10.1 C.L. 18.000 I.L. 16.650 FMH 8 C.L. 15.800 I.L. 12.877 FMH 8.1 C.L. 16.850 I.L. 15.300 FMH 7 C.L. 14.90 I.L. 12.670 FMH 5 C.L. 10.20 I.L. 9.014 FMH 2 C.L. 9.25 I.L. 7.057 FMH 16.4 C.L. 17.500 I.L. 16.150 FMH 2.9 C.L. 17.850 I.L. 16.200 1/51.5(5.0) H FMH 6 C.L. 12.600 I.L. 10.000 FMH 2.11 C.L. 18.500 I.L. 16.950 FMH 1 C.L. 9.00 I.L. 6.98 INVERT LEVEL 7.58 IL - 8.992 IL - 14.581 IL - 14.623 IL - 15.060 IL - 15.191 IL - 16.858 IL - 8.370 IL - 7.565 IL - 9.132 FMH 2.4 A C.L. 10.550 I.L. 9.031 IL - 13.471 IL - 16.496 IL - 18.038 (8.4) SMH 61A C.L. 10.30 I.L. 8.875 SMH 59 C.L. 09.90 I.L. 8.27 SMH 57 C.L. 10.60 I.L. 9.048 SMH 64 C.L. 9.05 I.L. 7.625 SMH 48 C.L. 12.35 I.L. 10.292 SMH 57A C.L. 11.10 I.L. 9.675 SMH 50 C.L. 10.20 I.L. 8.637 SMH 9 C.L. 20.45 I.L. 18.90 SMH 10 C.L. 19.30 I.L. 17.525 SMH 2 C.L. 16.45 I.L. 14.50 SMH 3 C.L. 14.95 I.L. 13.55 SMH 4 C.L. 14.95 I.L. 13.51 SMH 65A C.L. 9.00 I.L. 7.675 SMH 61 C.L. 10.00 I.L. 8.378 SMH 60 C.L. 10.00 I.L. 8.575 SMH 58 C.L. 10.50 I.L. 8.915 SMH 52 C.L. 09.75 I.L. 8.325 SMH 56 C.L. 13.33 I.L. 11.44 SMH 49 C.L. 11.10 I.L. 9.275 SMH 53 C.L. 9.10 I.L. 7.675 SMH 46 C.L. 13.95 I.L. 12.379 SMH 44 C.L. 15.40 I.L. 13.975 SMH 43 C.L. 16.25 I.L. 14.21 SMH 42 C.L. 16.35 I.L. 14.925 SMH 45A C.L. 15.60 I.L. 14.175 SMH 45 C.L. 14.90 I.L. 13.00 SMH 29 C.L. 20.00 I.L. 18.40 SMH 38 C.L. 16.85 I.L. 15.375 SMH 39 C.L. 16.20 I.L. 13.973 SMH 1 C.L. 17.20 I.L. 15.50 SMH 13A C.L. 16.85 I.L. 15.425 SMH 13 C.L. 17.10 I.L. 15.19 SMH 12 C.L. 18.20 I.L. 16.333 SMH 11 C.L. 18.15 I.L. 16.481 SMH 23 C.L. 20.80 I.L. 19.375 SMH 14 C.L. 17.20 I.L. 15.17 SMH 6 C.L. 16.65 I.L. 15.02 SMH 5 C.L. 17.10 I.L. 15.517 SMH 7 C.L. 16.20 I.L. 14.858 SMH 25A C.L. 18.25 I.L. 16.825 SMH 24C.L. 19.25 I.L. 17.525 SMH 24A C.L. 19.50 I.L. 18.075 SMH 28B C.L. 19.50 I.L. 18.075 SMH 28A C.L. 19.45 I.L. 18.008 SMH 27 C.L. 20.55 I.L. 19.125 SMH 62 C.L. 10.00 I.L. 8.163 SMH 66 C.L. 9.00 I.L. 7.49 SMH 21 C.L. 16.15 I.L. 14.284 SMH 34 C.L. 18.00 I.L. 16.30 SMH 36 C.L. 14.70 I.L. 13.19 SMH 20 C.L. 16.00 I.L. 14.485 SMH 17 C.L. 16.10 I.L. 14.562 SMH 16 C.L. 17.90 I.L. 16.475 SMH 18 C.L. 18.80 I.L. 17.175 SMH 39A C.L. 15.55 I.L. 14.125 SMH 31 C.L. 18.00 I.L. 16.469 SMH 32 C.L. 18.60 I.L. 16.268 SMH 12A C.L. 17.95 I.L. 16.525 SMH 7A C.L. 16.30 I.L. 15.175 SMH 11A C.L. 18.20 I.L. 16.775 SMH 19 C.L. 17.25 I.L. 15.555 SMH 25 C.L. 18.55 I.L. 16.645 SMH 26 C.L. 18.50 I.L. 16.618 SMH 30 C.L. 19.00 I.L. 17.300 SMH 35 C.L. 16.30 I.L. 14.325 SMH 54 C.L. 9.05 I.L. 7.414 SMH 51 C.L. 9.50 I.L. 7.87 SMH 40 C.L. 15.95 I.L. 13.931 1/300 (4.9) IL - 14.919 SMH 28 C.L. 19.45 I.L. 17.875 IL - 16.481 IL - 16.40 IL - 15.69 IL - 14.284 IL - 17.525 IL - 16.720 1/300 (3.3) IL - 17.875 IL - 16.318 IL - 14.048 1/300 (7.372) IL - 13.30 IL - 7.575 1/300 (6.0) IL - 9.159 IL - 8.240 IL - 8.453 +'3( 5$,6,1* 0$,1 C/W MARKER TAPE AND TRACE WIRE Rising Main marker Post Location Soakaway 12 7.5x8.0x1.2 Invert Level: 6.30 Soakaway 11 30x13x1.2 Invert Level: 7.00 Soakaway 10 33x8x1.2 Invert Level: 7.0 Soakaway 9 20x11x1.2 Invert Level: 11.18 Soakaway 6 36x8x1.2 Invert Level: 15.06 Soakaway 8 29x9x1.2 Invert Level: 12.725 Soakaway 7 20x6x1.2 Invert Level: 12.00 Soakaway 5 15x13x1.2 Invert Level: 15.45 Soakaway 4 36x6x1.2 Invert Level: 13.10 Soakaway 3 29x8x1.2 Invert Level: 13.995 Soakaway 2 13x6x1.2 Invert Level: 13.295 Soakaway 1 4x3x1.2 Invert Level: 12.35 SMH 65 C.L. 9.10 I.L. 7.503 SMH 55 C.L. 9.05 I.L. 7.40 SMH 22 C.L. 16.15 I.L. 14.272 SMH 41 C.L. 15.95 I.L. 13.92 IL - 7.503 OMH 5 C.L. 9.00 I.L. 8.20 OMH 3 C.L. 9.10 I.L. 7.90 OMH 1 C.L. 10.00 I.L. 8.20 SMH 63 C.L. 10.00 I.L. 8.138 OMH 2 C.L. 10.00 I.L. 8.14 IL - 7.346 OMH 3A C.L. 9.05 I.L. 8.20 OMH 4 I.L. 7.85 SMH 37 C.L. 14.70 I.L. 13.178 SMH 8 C.L. 16.20 I.L. 14.75 SMH 15 C.L. 17.05 I.L. 15.04 SMH 33 C.L. 18.60 I.L. 16.256 SMH 47 C.L. 13.95 I.L. 12.367 OMH 6 I.L. 8.18 CAPACITY OF RETENTION SWALE FOR STORM OVERFLOW - APPROX 3,480m3 @ AVERAGE DEPTH OF 1.2M To Connect to Previously Laid Watermain from Adjacent Development To Connect to Previously Laid Rising Main from Adjacent Development (11.5) FMH 3 C.L. 9.50 I.L. 8.119 10690-2002 10690-2004 10690-2003 10690-2005 PP +'3( 5LVLQJ 0DLQ PP +'3( 5LVLQJ 0DLQ PP +'3( 5LVLQJ 0DLQ SC SC IL - 15.225 WO WO WO WO WO 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 2UGQDQFH 6XUYH\ ,UHODQG /LFHQFH QXPEHU (1 2UGQDQFH 6XUYH\ ,UHODQG *RYHUQPHQW RI ,UHODQG Client: Project: Title: Scale @ A1: Prepared by: Checked: Date: Project Director: Drawing No.: Revision: Rev Date Description By Chkd. Drawing Status: TOBIN Consulting Engineers, Fairgreen House, Fairgreen Road, Galway, Ireland. tel: +353-(0)91-565211 fax:+353-(0)91-565398 e-mail: [email protected] www.tobin.ie Kegata Ltd Residential Development at Roshill Galway Proposed Drainage and Watermain Layout Key Plan 1:1000 A3: 1:2000 JK BH July 2019 M. McD. Plannning 10690-2001 F A 10.07.19 First Issue JK BH B 17.07.19 New Backgorund FG RD C 05.11.2019 Revised Architect Layout JK RD D 02.12.2019 Minor Revisions to Layout IW Comments Addressed RD BH FFL 00.00 Site Boundary 3URSRVHG PP +'3( 5LVLQJ 0DLQ Proposed Foul Sewer and Manhole Proposed Inspection Chamber and Connection Proposed Storm Sewer and Manhole Proposed Soakpit Proposed Overflow Network and Manhole Proposed Storm overflow Retention Swale Proposed Petrol Interceptor Proposed Level Finished Floor Level 3URSRVHG PP 3( 6'5 :DWHU Supply Pipe 3URSRVHG PP 3( 6'5 :DWHU Supply Pipe 3URSRVHG PP 3( 6'5 +RXVH Connection and Water Meter Proposed Sluice Valve Proposed Fire Hydrant Proposed Bulk Meter Proposed Air Valve Proposed Scour Valve Chamber Proposed Thrust Block Proposed Wash Out Hydrant LEGEND FMH 10.1 C.L. 14.70 I.L. 13.19 SMH 36 C.L. 14.70 I.L. 13.19 OMH 36 C.L. 14.70 I.L. 13.19 15.00 BM SC H PP +'3( 5LVLQJ 0DLQ WO E 02/12/19 Revised after IW Comments RD BH F 03/12/19 Revised after IW Comments RD BH
Transcript of CELL NO.07 - 20 units€¦ · 19.70 FFL 10.200 FFL 10.550 Rosshill House 15.3 Ornamental Mound 6000...
19.70
FFL 10.200
FFL 10.550
Rosshill
House
15.3
Ornamental Mound
6000
5500
7800
5500
5500
7300
5500
5500
6000
FFL 19.150
20.50
FFL 18.700
18.25
17.80
17.10
FFL 17.650
16.65
16.25
FFL 16.350
FFL 17.550
FFL 17.850
FFL 16.550
19.50
15.40
FFL 11.775
15.75
CELL NO.09
17 units
CELL NO.04
26 units
Apartment
Block 02
- 20 no.
Apartment
Block 03
- 27 no.
CELL NO.02
18 units
Commercial
with 29 apts
over
CELL NO.03
26 units
CELL NO.01
19 units
C
ELL N
O
.07 - 20 units
FFL 09.550
14.45
14.95
16.65
FFL 16.650
17.18
17.30
17.90
18.20
FFL 20.650
FFL 20.150
FFL 19.800
FFL 19.800
FFL 20.850
18.65
19.20
19.70
20.30
20.80
17.9018.10
17.60
17.20
17.00
17.00
16.30
16.600
16.600
FFL 17.150
FFL 17.550
FFL 18.000
18.15
18.65
18.20
19.20
19.30
20.10
18.60
FFL 18.200
FFL 17.150
FFL 16.650
16.00
FFL 17.250
FFL 16.650
16.80
19.25
18.65
FFL 17.650
FFL 16.950
17.00
FFL 16.875
17.90
18.10
FFL 17.550
19.80
20.00
FFL 16.200
20.60
FFL 18.000
17.400
FFL 18.650
16.30
20.10
FFL 19.850
14.70
FFL 19.850
FFL 18.250
FFL 16.100
FFL 19.200
FFL 11.000
15.90
14.90
15.50
FFL 15.800
16.225
FFL 10.950
FFL 19.700
FFL 18.700
FFL 12.200
FFL 20.200
16.25
FFL 20.200
15.95
15.60
FFL 19.500
FFL 17.150
FFL 19.850
FFL 11.525
FFL 13.550
FFL 18.150
FFL 21.150
FFL 20.350
FFL 10.425
FFL 20.200
FFL 20.800
FFL 12.875
FFL 10.850
FFL 09.400
FFL 15.350
FFL 16.900
FFL 09.650
FFL 10.850
FFL 19.800
FFL 09.650
FFL 17.000
FFL 10.150
12.00
FFL 12.450
FFL 10.150
FFL 10.550
FFL 11.100
FFL 09.950
FFL 10.850
FFL 10.100
09.50
FFL 09.950
FFL 10.850
09.75
10.60
FFL 09.300
10.10
09.90
11.10
10.50
12.00
10.10
10.60
09.60
07.30
11.10
09.90
10.30
09.80
09.05
08.00
10.40
10.20
10.20
10.50
10.00
FFL 11.150
.01
21.50
16.60
16.80
Apartment
Block 06
- 27 no.
CELL NO.05
15 units
CELL NO.06
19 units
Apartment
Block 05
- 27 no.
Kickabout area
Kickabout area
Apartment
Block 04
- 27 no.
CELL NO.08
25 units
FFL 17.150
FFL 16.450
FFL 18.250
FFL 18.325
FFL 17.100
FFL 15.300
16.10
16.20
FFL 16.700
FFL 16.05
FFL 18.825
FFL19.800
FFL 19.800
FFL 19.100
10.20
FFL 20.750
19.80
20.60
21.00
19.4018.70
18.20
17.80
18.00
18.75
19.60
19.70
20.10
15.00
13.95
15.60
12.95
09.30
09.10
09.25
10.60
10.70
11.00
09.50
09.10
09.20
09.50
21.50
21.50
15.55
16.30
13.90
08.50
07.2007.8007.20
010.00
09.400
08.80
13.67
19.50
13.50
08.80
10.0010.00
10.10
19.750
19.650
16.90
16.900
16.850
16.700
15.00
FFL 09.550
Underground Pumpingstation location toengineers specification& design
19.35
16.20
Playground
& Terraces
steps
FFL 09.650
no.10
no.130
no.61
no.01
no.02
no.03
no.04
no.05
no.06
no.07
no.08
no.09
no.11
no.95
no.94
no.97
no.100
no.98
no.101
no.102
no.103
no.12
no.13
no.14
no.15
no.22
no.16
no.17
no.18
no.19
no.23
no.27
no.25
no.26
no.29 no.28
no.33
no.30
no.31
no.32
no.34
no.35
no.36
no.37
no.42
no.43
no.47
no.46
no.49
no.51
no.50no.52
no.39
no.53
no.54
no.55
no.59
no.57
no.58
no.107
no.60
no.106
no.62
no.108
no.111
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no.114
no.117
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no.122
no.119
no.124
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no.123no.125
no.128 no.126no.127no.154
no.155
no.156
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no.158
no.159
no.160
no.96
no.99
no.161
no.163
no.230no.231
no.232no.233no.234
no.235no.236no.237
no.238
no.247
no.248
no.249
no.250
no.251
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no.253
no.254
no.255
no.256
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no.258
no.259
no.260
no.261
no.262
no.265
no.266
no.267
no.269
no.270
no.271
no.307
no.315no.314
no.313no.312
no.311
no.308
no.300 no.299
no.246
no.245
no.38 no.93
no.229
Unit no.s64-92
no.20
no.21
no.24
no.40
no.41
no.44
no.45
no.48
no.56
no.63
no.104
Unit no.s134-153
no.131
no.132
Unit no.s200-226
Unit no.s173-199
Unit no.s272-298
Unit no.s316-342
no.162
no.164no.165no.166no.167
no.168
no.169
no.170
no.171
no.172
no.228no.227
no.239no.240no.241no.242no.243
no.244
no.263
no.264
no.268
no.301no.302no.303no.304
no.305no.306
no.309no.310
GO CAR
GO CAR
3853
175
622
6259
4046
43117
3263
8 38360
2148
1 23645
EV
EV
EV
EV
EV
EV EV
EV
EV
EV
EV
EVEV
.05
.06
.11
.17
.18
.47
.55
.59.63
.64
.67
.68
.70
.71
.74
.75
.78
.87
.85
.84
.81
.80
.79
.88
.94
.95
.100
.106
.107
.112
.143.140.139.137.136
.133
.130 .127 .126 .123 .122.119
.118
.113.101
.144
.147
.148
.150
.154.157
.162
.170.167
.166.163
.171
.173
.177
.178
.181
.182
.185
.186
.190
no.105
no.109
no.113
no.116
no.120
no.129
no.133
.50
.54
.58
EV
4000
6107
15081
15.0
16.5
15.5
14.5
14.0
14.014.5
16.0
15.5
16.5
Caf
e Te
rrac
e
.91
.114
.115
.153
.158
.174.189
.192
.193
.197
15090
1853
0
Roof
Garden
GO CAR
GO CAR
GO CAR
16.600
.19
.20 .23 .24 .27
.28.30
.35.36
.40
FFL 18.900
Creche
R3000150 Ø
1/60 (55.5)
FMH 2.1 B
C.L. 9.400
I.L. 8.250
FMH 2.5
C.L. 13.950
I.L. 12.324
FMH 4
C.L. 10.200
I.L. 8.917
FMH 2.1 A
C.L. 9.10
I.L. 7.315
PROPOSED PUMPING STATION WITH
212m3 STORAGE (24 HR STORAGE
FMH 2.2 B
C.L. 10.250
I.L. 8.900
FMH 2.2
C.L. 10.000
I.L. 8.008
150 Ø
1/60 (39.6)
FMH 2.2 A
C.L. 9.850
I.L. 8.240
FMH 2.3
C.L. 10.450
I.L. 8.529
FMH 2.4
C.L. 10.600
I.L. 8.807
FMH 2.4 B
C.L. 11.000
I.L. 9.850
150 Ø
1/60 (49.7)
225 Ø
1/150 (29.8)
225 Ø 1/150 (22.9)
150 Ø 1/100
(9
.8
)
150 Ø
1/120 (27.3)
225 Ø
1/25 (79.1)
1
5
0
Ø
1
/2
5
(2
4
.3
)
2
2
5
Ø
1
/5
5
(4
6
.8
)
FMH 4.2
C.L. 12.400
I.L. 10.700
FMH 4.1
C.L. 11.100
I.L. 9.752
FMH 2.1
C.L. 9.100
I.L. 7.223
FMH 2.7
C.L. 15.400
I.L. 13.963
FMH 2.8
C.L. 16.250
I.L. 14.250
FMH 2.6 A
C.L. 15.600
I.L. 13.975
FMH 2.6
C.L. 14.900
I.L. 13.400
225 Ø 1/25 (22.5)
225 Ø 1/55 (26.6)
FMH 2.10 B
C.L. 19.900
I.L. 18.475
FMH 2.10
C.L. 17.900
I.L. 16.421
FMH 2.10 A
C.L. 19.000
I.L. 17.523
FMH 2.12
C.L. 19.400
I.L. 17.294
FMH 2.12 A
C.L. 20.600
I.L. 19.250
FM
H 1
4.1
C.L
. 17.2
50
I.L. 1
6.0
20
FMH 2.15
C.L. 20.800
I.L. 19.450
H
FMH 2.14
C.L. 20.100
I.L. 18.706
FMH 16.3
C.L. 17.000
I.L. 15.527
FMH 16.2
C.L. 16.250
I.L. 14.913
FMH 19
C.L. 18.150
I.L. 16.880
FMH 20
C.L. 19.450
I.L. 18.187
FMH 21
C.L. 20.500
I.L. 19.150
FMH 18.1
C.L. 18.550
I.L. 17.200
FMH 2.13
C.L. 19.200
I.L. 17.934
FMH 14.2
C.L. 18.800
I.L. 17.250
FMH 10
C.L. 15.900
I.L. 13.223
150 Ø 1/60 (37.4)
150 Ø 1/35 (33.6)
225 Ø 1/200 (32.2)
150 Ø 1/40 (28.2)
225 Ø 1/200(31.3)
225 Ø 1/200 (37.4)
225 Ø 1/130 (39.4)
150 Ø 1/130 (38.6)
150 Ø 1/130 (24.7)
150 Ø 1/50 (30.7)
150 Ø
1/130 (30.5)
150 Ø 1/130 (31.7)
150 Ø 1/40 (49.2)
150 Ø 1/30 (60.0)
225 Ø 1/200(41.3)
2
2
5
Ø
1
/
2
0
(
1
8
.
4
)
FMH 17
C.L. 16.850
I.L. 15.495
FMH 16
C.L. 16.200
I.L. 14.436
FMH 15
C.L. 16.100
I.L. 14.246
FMH 16.1
C.L. 16.300
I.L. 14.670
FMH 14
C.L. 16.000
I.L. 13.949
FMH 13
C.L. 15.750
I.L. 13.865
FMH 12
C.L. 15.550
I.L. 13.690
FMH 11
C.L. 14.900
I.L. 13.387
FMH 9
C.L. 15.00
I.L. 13.036
FMH 10.1
C.L. 18.000
I.L. 16.650
FMH 8
C.L. 15.800
I.L. 12.877
FMH 8.1
C.L. 16.850
I.L. 15.300
FMH 7
C.L. 14.90
I.L. 12.670
FMH 5
C.L. 10.20
I.L. 9.014
FMH 2
C.L. 9.25
I.L. 7.057
FMH 16.4
C.L. 17.500
I.L. 16.150
150 Ø 1/50 (60.6)
150 Ø 1/50(37.2)
150 Ø 1/60 (33.7)
150 Ø 1/40 (52.3)
150 Ø 1/50 (38.6)
150 Ø 1/120 (37.5)
150 Ø 1/45 (47.4)
150 Ø 1/10 (30.6)
150 Ø 1/100 (64.0)
1
5
0
Ø
1
/5
1
.9
(2
3
.6
)
225 Ø 1/30 (43.9)
225 Ø 1/40 (34.1)
225 Ø 1/40 (44.1)
150 Ø 1/100 (33.6)
FMH 2.9
C.L. 17.850
I.L. 16.200
1
5
0
Ø
1
/1
3
0
(
1
2
.9
)
2
2
5
Ø
1
/1
5
0
(5
3
.3
)
225 Ø
1/51.5
(5.0
)
H
150 Ø 1/60 (19.9)
2
2
5
Ø
1
/
2
0
(
1
9
.
1
)
FMH 6
C.L. 12.600
I.L. 10.000
150 Ø 1/25 (18.5)
FMH 2.11
C.L. 18.500
I.L. 16.950
2
2
5
Ø
1
/
3
0
(
8
.
0
225 Ø 1/55.8 (30.8)
2
2
5
Ø
1
/1
5
0
(5
4
.6
)
150 Ø
1/99.9 (21.9)
FMH 1
C.L. 9.00
I.L. 6.98
IN
V
E
R
T
L
E
V
E
L
7
.5
8
IL - 8.992
IL - 14.581
IL - 14.623
IL - 15.060
IL - 15.191
IL -
16.858
IL - 8.370
IL
- 7
.5
6
5
IL
- 9
.1
3
2
FMH 2.4 A
C.L. 10.550
I.L. 9.031
IL - 13.471
IL
- 1
6
.4
9
6
IL - 18.038
150 Ø 1/130 (10.3)
2
2
5
Ø
1
/
6
5
(
1
2
.
9
)
2
2
5
Ø
1
/1
0
0
(8
.4
)
225 Ø
1/225 (27.4)
300 Ø
1/100 (42.5)
2
2
5
Ø
1
/2
9
0
(3
5
.3
)
300 Ø
1/135 (69.6)
3
5
0
Ø
1
/2
0
0
(2
6
.6
)
350 Ø 1/40 (24.8)
225 Ø
1/225 (15.3)
2
2
5
Ø
1
/7
0
(4
3
.7
)
225 Ø
1/30 (68.0)
2
2
5
Ø
1
/3
5
(2
1
.6
)
3
0
0
Ø
1
/6
0
(4
6
.0
)
225 Ø 1/35 (25.3)
225 Ø 1/35 (19.1)
2
2
5
Ø
1
/2
0
0
(1
9
.9
)
300 Ø 1/300 (12.75)
300 Ø 1/35 (26.45)
300 Ø 1/45 (51.95)
300 Ø 1/35 (27.05)
350 Ø 1/250 (26.45)
300 Ø 1/220 (14.7)
225 Ø 1/90 (22.8)
225 Ø 1/40 (74.0)
225 Ø 1/35(14.0)
225 Ø 1/300 (31.5)
225 Ø 1/200 (24.0)
300 Ø 1/300 (24.4)
300 Ø 1/50 (52.2)
225 Ø 1/35 (41.5)
300 Ø 1/40 (25.69)
225 Ø 1/300 (33.45)
300 Ø 1/300 (6.5)
300 Ø 1/300 (6.18)
225 Ø 1/60 (17.5)
225 Ø 1/100 (24.42)
225 Ø 1/35 (33.1)
2
2
5
Ø
1
/6
0
(3
0
.4
)
225 Ø 1/35 (49.1)
350 Ø 1/150 (30.1)
300 Ø 1/300 (29.9)
225 Ø 1/35 (37.1)
225 Ø 1/50 (30.2)
225 Ø 1/300 (23.2)
225 Ø 1/45 (30.0)
2
2
5
Ø
1
/
3
5
(
8
.
2
1
8
)
225 Ø 1/60 (8.9)
225 Ø 1/35 (63.5)
225 Ø 1/300 (20.2)
300 Ø
1/150 (9.8)
375 Ø
1/300 (8.97)
225 Ø 1/35 (19.7)
225 Ø
1/100 (4.1)
225 Ø 1/80 (25.7)
225 Ø 1/30 (30.6)
225 Ø 1/40 (33.6)
225 Ø 1/35 (50.5)
SMH 61A
C.L. 10.30
I.L. 8.875
SMH 59
C.L. 09.90
I.L. 8.27
SMH 57
C.L. 10.60
I.L. 9.048
SMH 64
C.L. 9.05
I.L. 7.625
SMH 48
C.L. 12.35
I.L. 10.292
SMH 57A
C.L. 11.10
I.L. 9.675
SMH 50
C.L. 10.20
I.L. 8.637
SMH 9
C.L. 20.45
I.L. 18.90
SMH 10
C.L. 19.30
I.L. 17.525
SMH 2
C.L. 16.45
I.L. 14.50
SMH 3
C.L. 14.95
I.L. 13.55
SMH 4
C.L. 14.95
I.L. 13.51
SMH 65A
C.L. 9.00
I.L. 7.675
SMH 61
C.L. 10.00
I.L. 8.378
SMH 60
C.L. 10.00
I.L. 8.575
SMH 58
C.L. 10.50
I.L. 8.915
SMH 52
C.L. 09.75
I.L. 8.325
SMH 56
C.L. 13.33
I.L. 11.44
SMH 49
C.L. 11.10
I.L. 9.275
SMH 53
C.L. 9.10
I.L. 7.675
SMH 46
C.L. 13.95
I.L. 12.379
SMH 44
C.L. 15.40
I.L. 13.975
SMH 43
C.L. 16.25
I.L. 14.21
SMH 42
C.L. 16.35
I.L. 14.925
SMH 45A
C.L. 15.60
I.L. 14.175
SMH 45
C.L. 14.90
I.L. 13.00
SMH 29
C.L. 20.00
I.L. 18.40
SMH 38
C.L. 16.85
I.L. 15.375
SMH 39
C.L. 16.20
I.L. 13.973
SMH 1
C.L. 17.20
I.L. 15.50
SMH 13A
C.L. 16.85
I.L. 15.425
SMH 13
C.L. 17.10
I.L. 15.19
SMH 12
C.L. 18.20
I.L. 16.333
SMH 11
C.L. 18.15
I.L. 16.481
SMH 23
C.L. 20.80
I.L. 19.375
SMH 14
C.L. 17.20
I.L. 15.17
SMH 6
C.L. 16.65
I.L. 15.02
SMH 5
C.L. 17.10
I.L. 15.517
SMH 7
C.L. 16.20
I.L. 14.858
SMH 25A
C.L. 18.25
I.L. 16.825
SMH 24C.L.
19.25
I.L. 17.525
SMH 24A
C.L. 19.50
I.L. 18.075
SMH 28B
C.L. 19.50
I.L. 18.075
SMH 28A
C.L. 19.45
I.L. 18.008
SMH 27
C.L. 20.55
I.L. 19.125
SMH 62
C.L. 10.00
I.L. 8.163
SMH 66
C.L. 9.00
I.L. 7.49
SMH 21
C.L. 16.15
I.L. 14.284
SMH 34
C.L. 18.00
I.L. 16.30
SMH 36
C.L. 14.70
I.L. 13.19
SMH 20
C.L. 16.00
I.L. 14.485
SMH 17
C.L. 16.10
I.L. 14.562
SMH 16
C.L. 17.90
I.L. 16.475
SMH 18
C.L. 18.80
I.L. 17.175
SMH 39A
C.L. 15.55
I.L. 14.125
SMH 31
C.L. 18.00
I.L. 16.469
SMH 32
C.L. 18.60
I.L. 16.268
SMH 12A
C.L. 17.95
I.L. 16.525
SMH 7A
C.L. 16.30
I.L. 15.175
SMH 11A
C.L. 18.20
I.L. 16.775
SMH 19
C.L. 17.25
I.L. 15.555
SMH 25
C.L. 18.55
I.L. 16.645
SMH 26
C.L. 18.50
I.L. 16.618
SMH 30
C.L. 19.00
I.L. 17.300
SMH 35
C.L. 16.30
I.L. 14.325
SMH 54
C.L. 9.05
I.L. 7.414
SMH 51
C.L. 9.50
I.L. 7.87
SMH 40
C.L. 15.95
I.L. 13.931
3
0
0
Ø
1
/
7
0
(
9
.
2
)
300 Ø
1/3
00 (
4.9
)
IL - 14.919
SMH 28
C.L. 19.45
I.L. 17.875
IL - 16.481
IL - 16.40
IL - 15.69
IL -
14.284
IL - 17.525
IL - 16.720
400 Ø
1/300
(3.3)
I
L
-
1
7
.
8
7
5
IL -
16.318
IL - 14.048
300 Ø
1/300
(7.372)
IL - 13.30
IL
- 7
.5
7
5
450 Ø
1/300 (6.0)
IL -
9.1
59
IL -
8.2
40
IL - 8.453
150 Ø HDPE RAISING MAIN
C/W
M
AR
KE
R T
AP
E A
ND
T
RA
CE
W
IR
E
Rising Main
marker Post
Location
Soakaway 12
7.5x8.0x1.2
Invert Level: 6.30
Soakaway 11
30x13x1.2
Invert Level: 7.00
Soakaway 10
33x8x1.2
Invert Level: 7.0
Soakaway 9
20x11x1.2
Invert Level: 11.18
Soakaway 6
36x8x1.2
Invert Level: 15.06
Soakaway 8
29x9x1.2
Invert Level: 12.725
Soakaway 7
20x6x1.2
Invert Level: 12.00
Soakaway 5
15x13x1.2
Invert Level: 15.45
Soakaway 4
36x6x1.2
Invert Level: 13.10
Soakaway 3
29x8x1.2
Invert Level: 13.995
Soakaway 2
13x6x1.2
Invert Level: 13.295
Soakaway 1
4x3x1.2
Invert Level: 12.35
SMH 65
C.L. 9.10
I.L. 7.503
3
0
0
Ø
1
/9
5
(4
2
.6
)
SMH 55
C.L. 9.05
I.L. 7.40
SMH 22
C.L. 16.15
I.L. 14.272
SMH 41
C.L. 15.95
I.L. 13.92
IL - 7
.503
OMH 5
C.L. 9.00
I.L. 8.20
OMH 3
C.L. 9.10
I.L. 7.90
OMH 1
C.L. 10.00
I.L. 8.20
SMH 63
C.L. 10.00
I.L. 8.138
2
2
5
Ø
1
/
2
2
5
(
1
2
.
8
5
)
OMH 2
C.L. 10.00
I.L. 8.14
2
2
5
Ø
1
/2
2
5
(5
3
.0
7
)
IL
- 7
.3
4
6
OMH 3A
C.L. 9.05
I.L. 8.20
2
2
5
Ø
1
/3
0
0
(
2
2
.0
)
225 Ø 1/300 (13.7)
OMH 4
I.L. 7.85
SMH 37
C.L. 14.70
I.L. 13.178
SMH 8
C.L. 16.20
I.L. 14.75
SMH 15
C.L. 17.05
I.L. 15.04
SMH 33
C.L. 18.60
I.L. 16.256
SMH 47
C.L. 13.95
I.L. 12.367
OMH 6
I.L. 8.18
CAPACITY OF RETENTION SWALE FOR STORM OVERFLOW -
APPROX 3,480m3 @ AVERAGE DEPTH OF 1.2M
To Connect to Previously Laid
Watermain from Adjacent
Development
To Connect to Previously Laid
Rising Main from Adjacent
Development
3
0
0
Ø
1
/3
0
0
(1
1
.5
)
FMH 3
C.L. 9.50
I.L. 8.119
10690-2002
10690-2004 10690-2003
10690-2005
Ø 150mm HDPE Rising Main
Ø 150mm HDPE Rising Main
Ø 150mm HDPE Rising Main
SC
SC
IL - 15.225
WO
WO
WO
WO
WO
DECLAN CUNNINGHAM 2004
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
Ordnance Survey Ireland Licence number EN 0000119. © Ordnance Survey Ireland Government of Ireland
Client:
Project:
Title:
Scale @ A1:
Prepared by: Checked: Date:
Project Director:
Drawing No.:
Revision:
Rev Date
Description
By
Chkd.
Drawing Status:
TOBIN Consulting Engineers,
Fairgreen House, Fairgreen Road,
Galway, Ireland.
tel: +353-(0)91-565211
fax:+353-(0)91-565398
e-mail: [email protected]
www.tobin.ie
Kegata Ltd
Residential Development
at Roshill
Galway
Proposed Drainage
and Watermain Layout
Key Plan
1:1000 A3: 1:2000
JK BH July 2019
M. McD.
Plannning
10690-2001 F
A 10.07.19 First Issue JK BH
B 17.07.19
New Backgorund
FG RD
C 05.11.2019
Revised Architect Layout
JK RD
D 02.12.2019
Minor Revisions to Layout
IW Comments Addressed
RD BH
FFL 00.00
Site Boundary
Proposed Ø 150mm HDPE Rising Main
Proposed Foul Sewer and Manhole
Proposed Inspection Chamber and Connection
Proposed Storm Sewer and Manhole
Proposed Soakpit
Proposed Overflow Network and Manhole
Proposed Storm overflow Retention Swale
Proposed Petrol Interceptor
Proposed Level
Finished Floor Level
Proposed Ø 200mm PE100 SDR 17 Water
Supply Pipe
Proposed Ø 150mm PE100 SDR 17 Water
Supply Pipe
Proposed Ø 25/32mm PE80 SDR 17 House
Connection and Water Meter
Proposed Sluice Valve
Proposed Fire Hydrant
Proposed Bulk Meter
Proposed Air Valve
Proposed Scour Valve Chamber
Proposed Thrust Block
Proposed Wash Out Hydrant
LEGEND
FMH 10.1
C.L. 14.70
I.L. 13.19
300 Ø 1/300 (4.9)
SMH 36
C.L. 14.70
I.L. 13.19
300 Ø 1/300 (4.9)
OMH 36
C.L. 14.70
I.L. 13.19
15.00
BM
SC
H
Ø 150mm HDPE Rising Main
WO
E 02/12/19 Revised after IW Comments RD BH
F 03/12/19 Revised after IW Comments RD BH
