Moorgate Station -11.196 14.75 U/S -7.45 U/S -11.190 14.48

181740.000 mN 181760.000 mN 181780.000 mN 181800.000 mN 181820.000 mN 181840.000 mN 181860.000 mN 181880.000 mN 532620.000 mE 532620.000 mE 532620.000 15.15 14.86 14.91 14.90 15.05 25.47 15.09 14.76 14.85 15.02 16.68 14.75 14.88 14.82 14.83 18.43 14.93 14.72 14.72 14.72 14.70 14.94 14.98 14.77 14.82 14.79 16.24 14.70 14.69 14.83 14.67 14.75 14.62 14.66

14.03

532640.000 mE 532640.000 532640.000 mE 532640.000 14.71 14.75 14.06 14.60

14.67 UP R O P E M A K E R S T R E E T E E R T S R E K A M E P O R 14.84 14.64 14.56 14.80 14.07 14.62 14.68 14.69 14.03 14.60 KERB 14.59 14.75 14.59 UP 14.09 14.47 14.62 14.67 14.70 14.08 14.53 14.56 14.06 14.54 14.59 14.65 14.65 14.51 14.04 14.68 14.55 14.58 14.63 CONCRETE 14.51 PAVING SLABS 14.39 14.63 14.60 14.51 14.51 14.64 14.55 14.45 14.45 14.57 14.67 14.54 14.51 CONCRETE 14.46 PAVING 14.30 SLABS 14.60 14.59 14.42 14.52 14.63 14.40

14.44

14.37 532660.000 mE 532660.000 mE 532660.000 16.53 14.49 14.55 14.45 14.39 14.25 14.59 14.46 14.37 14.45 14.31 14.34 UP 14.63 14.54 14.42 14.29 14.43 14.27 16.55 14.56 14.39 14.29 14.15 14.34 14.28 14.59 14.28 14.24 14.52 14.63 14.39 14.39 14.20 14.39 16.55 14.26 14.56 14.05 14.30 14.60 14.24 14.16 CONCRETE 14.28 14.65 PAVING 14.17 SLABS 14.53 14.38 UP 14.12 14.28 16.54 14.27 14.56 14.25 14.26 13.98 14.13 14.22 14.61 14.34 14.29 14.25 14.11 14.24 14.03 14.23 14.66 14.29 14.24 15.15 14.03 14.29 14.15

14.56 14.28

14.26 532680.000 mE 532680.000 532680.000 mE 532680.000 14.28 13.90 16.54 14.28 KERB 14.23 14.61 14.28 14.26 14.01 14.04 14.21 13.95 14.67 14.23 14.25 14.28 14.12 14.26 13.83 14.28 14.55 14.22 14.01 16.53 14.25 14.28 14.38 14.39 14.18 13.99 14.27 14.39 CONCRETE 14.60 13.96 14.25 14.21 14.08 PAVING 14.55 SLABS Stn.06 13.94 14.11 14.56 14.04 KERB DROP 14.64 14.26 14.21 13.95 14.24 14.25 14.25 UP 13.96 14.35 14.18 13.80 14.02 14.47 14.29 14.24

STN07

14.20 14.26 14.040 KERB 14.13 14.59 14.65 14.26 14.75 CONCRETE 17.79 11.42 14.70 CONCRETE PAVING 14.71 14.38 14.29 14.86 SLABS 14.82 14.23 13.97 14.21 14.23 PAVING 19.33 KERB SLABS 14.63 13.94 Stn.07 14.50 15.00 13.96 14.95 14.02 KERB DROP 14.62 15.11 15.07 14.23 14.21 14.24 14.74 14.18 15.24 15.20 14.63 13.82 14.32 15.39 14.86 15.34 Stn.05 14.21 14.46 14.99 15.55 14.22 15.48 UP 14.23 14.21 CL 14.12 14.58 BT 15.11 16.51 14.15 14.64 17.02 CL 14.25 15.26 14.20 13.88 SP 14.29 STN05 14.16 15.427 14.78 14.23 TACTILE KERB F I N S B U R Y S T R E E T 15.38 IC 13.99 14.07 ASPHALT IC CL 14.38 IC CATV 14.93 WATER GAS WATER CL 14.38 ASPHALT CL 14.39 SP 14.21 CL 14.44 KERB DROP 15.03 14.59 14.78 14.44 14.53 14.29 CL 14.77 CONCRETE 14.23 14.98 14.54 KERB 15.16 14.64 13.85 14.64 PAVING 15.22 UP 14.66 SLABS 15.10 15.29 GAS KERB DROP 14.17 14.68 15.39 15.23 14.68 CL 14.67 14.64 15.43 14.65 14.30 14.78 14.88 14.24 15.01 14.88 14.70 14.21 CL 14.03 14.64 14.15

15.01

15.01 AT THE TIME OF SURVEY NO ACCESS 15.35 13.88 532700.000 mE 532700.000 532700.000 mE 532700.000 15.23 14.18 14.67 14.73 14.58 15.13 14.69 KERB 14.68 IC 15.11 14.21 CATV 15.46 14.18 14.13 14.02 14.31 14.28 15.23 14.54 15.22 14.51 14.66 TIME OF THE SURVEY NO ACCESS AT 14.53 15.24 CL 14.00 14.18 14.19 SUBSTATION 15.47 14.10 17/02/2017 LIFT 15.03 15.44 15.57 14.31 13.86 14.27 CL 13.98 15.55 14.11 CABLE 15.24 14.17 UP 14.54 1 14.28 2 3 14.32 4 15.38 14.17 14.15 5 15.02 14.14 1 2 15.03 3 UP 13.88 TFL 10 CL 13.99 17.02 9 15.25 16.49 8 7 KERB DROP 12.91 14.69 14.04 14.11 6 14.52 5 14.18 4 14.29 3 2 1 WHB UP 15.24 WC RAMP UP WC 14.17 15.16 11 15.15 12 13.88 13 15.03 UP 14 IC 14.18 15 14.29 14.73 16 17 15.14 14.03 18 UP 15.07 CL 13.87 19 20 UP 15.38 WC 14.52 15.38 14.03 14.19 14.18 14.33 14.16 WHB 13.94 RAMP SHOWER 14.05 IC 14.30 14.52 15.15 15.38 14.07 13.86 14.25 15.15 13.90 14.54 14.18 CL 13.98 UP LP 14.51 AT THE TIME OF SURVEY NO ACCESS 13.90 14.42 14.18 14.13 14.18 13.96 15.38 14.53 17.24 14.17 14.23 13.96 FHR 15.38 16.59 14.51 14.07 14.52 15.39 14.13 14.11 14.14 14.17 14.13 14.52 13.91 14.17 14.13 14.14 13.98 14.10 14.14 14.14 14.19 BT COBBLES CL 14.01 14.53 14.07 13.72 14.03 A/C 14.13 15.39

16.63

14.02 14.53 14.13 14.14 532720.000 mE 532720.000 532720.000 mE 532720.000 13.77 14.53 15.39 13.91 15.06 14.03 13.60 16.64 14.11 14.52 UP 14.13 PLANT 15.38 13.76 14.15 14.15 14.53 13.64 KERB 13.95 13.80 COBBLES 14.03 14.12 14.16 14.51 13.64 CL 14.00 13.82 IC 13.93 13.99 14.12 14.11 13.87 13.67 15.38 13.85 13.87 14.09 15.38 14.52 16.60 13.98 13.72 CONCRETE 13.71 14.12 14.53 PAVING SLABS 14.29 14.52 17.08 13.95 UP CPS KERB 13.76 13.75 13.89 14.03 IC 13.76 16 14.16 KERB DROP 15 14.13 15.38 LIGHTWELL 14 CL 13.87 13 13.97 12 11 A/C 13.97

M O O R F I E L D S UP 13.84 13.79 13.88 COBBLES 14.11 13.70 CONCRETE ASPHALT 15.73 13.84 13.96 14.53 14.52 PAVING 13.83 SLABS 14.52 13.85 13.73 13.97 14.00 13.81

STN10

14.076 A/C 13.86

Inner Extent of Tunnel - Cladding 14.04 13.86 KERB 14.12 13.75 13.99 13.81 15.38 CL 13.93 13.83 13.92 13.90 13.86 13.99 ASPHALT Stn.10 A/C 15.37 14.30 14.06 13.94 14.06 13.78 TFL 15.70 UP KERB 13.84 13.94 17.09 14.00 14.99 13.89 UP 13.88 14.17 PLANT 13.90 15.01 14.52 DUCT 13.80

Inner Extent of Tunnel - Cladding 15.02 CL 13.92 13.96 KERB DROP 13.93 13.87 14.51 14.52 LADDER 14.00 15.04 14.00 BT 13.92 UP 14.52 13.82 PLANT A/C CONCRETE CL 13.97 13.90 14.10 13.91 14.06 14.53 PIPE 14.36 IC 13.85 13.93 15.37 A/C 9 13.91 PO 15.37 8 7 15.37 14.14 12.72 7 6 14.52 13.86 5 CL 13.94

13.94 4

2 DUCT 1 532740.000 mE 532740.000 532740.000 mE 532740.000 13.96 UP 13.94 14.01 KERB UP LIFT LIGHTWELL 13.94 10 A/C 13.89 11 14.14 14.52 12 13 KERB DROP 14 OUTLET 15.76 13.96 15 SMOKE 13.99 16 17 15.63 18 19 14.16 14.16 14.16 14.48 14.02 CONCRETE 13.95 ASPHALT IC A/C 14.00 14.35 LIFT 13.98 13.97 LIFT 14.10 14.13 CL 13.91 RAMP LIFT COBBLES 13.97 14.03 LP 14.52 15.37 14.28 UP COBBLES A/C 14.08 13.99 KERB DROP 13.97 LIFT 15.38 14.14 13.97 15.38 A/C 14.16 13.98 CPS

14.46 14.20

B Passage Linking Crossrail and Northern Line Platforms Line Northern and Crossrail Linking Passage 2 3 14.25 14.52 14.44 4 5 14.54 14.50 UP 6 7 13.96 8 14.15 A/C 9 14.51 10 14.19 13.98 11 B 12 13 14 15 15.38 UP 15.38 BT 14.48 14.47 OUTLET SMOKE 13.97 A/C 15.15 14.51 B CL 14.10 KERB 15.33 13.97 14.47 UP OUTLET SMOKE 14.53 UP 15.37 14.07 14.52 PIPE 15.03 14.11 OUTLETS 16.03 14.47 14.52 UP COBBLES H. 750 C. 990 14.22 SMOKE 14.47

15.01

NO ACCESS 14.92 532760.000 mE 532760.000 532760.000 mE 532760.000 14.75 AT TIME OF SURVEY Inner Extent of Tunnel - Plaster 15.38 14.76 14.55 14.02 NO ACCESS 14.02 08/02/2017 14.76 UP ASPHALT

-11.218 14.75 14.47 CL 14.09 12 11 10

13.26 Inner Extent of Tunnel - Cladding - Tunnel of Extent Inner 14.68 14.45 14.24 14.74 LIFT 14.02 14.88 UP 14.90 14.33

-11.219Running Rails ELEC

Tunnel Crown -11.212 UP A/C

14.09 Inner Extent of Tunnel - Cladding - Tunnel of Extent Inner 13 14.47 14.87 8

-10.726 14 14.12 7 15 ELEC 14.88 6 Platform Edge 16 14.88 14.02 14.47 KERB DROP

u/s -6.83 5 17 -11.211 14.06 4 -11.207 14.29 18 3 ASPHALT 19

-10.733 2

-10.73 14.14 14.75 1 LIFT CL 14.17 14.03

1578/02 UP 14.74 14.48 14.16

u/s -6.83 IC 14.76 8 7 14.06 6 13.99 -11.200 5 4 14.88 -10.726 -11.196 3 2 Face of Wall 13.99 -10.73 -10.719 14.75

-10.73 14.15 14.88 15.01 15.04 14.07 KERB DROP KERB DROP 14.03 VOID u/s -6.82 LIFT TACTILE

Moorgate Station -11.196 14.75 u/s -7.45 u/s -11.190 14.48

14.03 -10.707

Face of Wall - Tiles -10.73 14.48 LIFT 15.00 14.75 u/s -6.81 SLINDING

-10.73 DOORS KERB 15.01

14.08 -11.189

-11.181 14.48 14.88 14.74 LIFT 4 5 6 7 10 8 -10.689 9

-10.71 UP 14.13 CL 14.14 -10.72

14.88 Site Hoarding Site IC UP 14.88 u/s -6.80 14.75

-11.181 -11.157 14.75 10

Crossrail 15.04

11 Door

-10.688 14.48

-10.72 -10.70 12 IC 15.02

TACTILE

13 u/s -7.42 u/s 14 15.02

Northbound Platform T/L

14.30 u/s -6.79 OUTLETS -11.156 -11.135 15 16 14.74 Stairs to Northern Line Platforms SMOKE FALL 14.88

Top Face of Wall - Tiles 17 14.75 14.20 -10.662 15.02 18

-10.68

STN22 14.291 1578/03 19 Stn.22 OUTLETS CL 14.25 14.85 20 CL 14.32

-10.73

u/s -6.78 SMOKE BT Diameter Tunnel in Change 14.75 -11.134 LP

-10.68 -11.120 -10.75 -10.672 14.86

-10.67

14.31 -10.642

AT TIME OF SURVEY TFL Northern Line -7.43 u/s

Face of Wall - Tiles Escalator CL 14.40

-10.66 14.87

Ring Number 9/10 Number Ring

KERB DROP OUTLETS BT Headwall

Southbound to Bank 14.87 NO ACCESS SMOKE u/s -7.00 u/s -6.77 CL 14.38

to National Rail 08/02/2017 15.01 15.01 14.21 -11.119 -11.110 -10.75 15.02

-10.76 ASPHALT PO

Face of Wall - Tiles -10.620 KERB

-10.65

-10.68 Tunnel Crown OUTLETS u/s -8.23 -10.69 Inner Extent of Tunnel - Plaster

u/s -8.50 SMOKE

CL 14.53 Ring Number 19/20 Number Ring CL 14.57 FH 14.10

-10.69 u/s -6.75 u/s -6.79 -11.105 LP

14.09 Top Face of Wall - Tiles -11.091 Inner Extent of Tunnel - Cast Iron Segments

-10.75 1578/01 Hoarding Site

-10.69 14.18 -10.758 -10.597 OUTLETS

-10.63

KERB DROP u/s -8.49 SMOKE -10.755 Face of Wall - Tiles Crossrail

Platform Edge PO

CL 14.66 -11.235 29/30 Number Ring AT THE TIME OF SURVEY

NO ACCESS

u/s -6.73 CONCRETE

u/s -6.78 Door -11.082 -10.73 -7.42 u/s -11.082 14.21

-10.68 OUTLETS 14.10 PAVING SMOKE 14.16 SLABS -10.757 -10.574 ASPHALT 14.26 Running Rails Door TACTILE 14.16 BT

-10.60 CL 14.78

No Access Lift Shaft 39/40 Number Ring No Access u/s -8.04 -11.218 LP -11.228 Shaft Up

u/s -6.74 IC -10.69 u/s -6.79 14.85

-10.69

F I N S B U R Y P A V E M -10.552E N T -11.082 IC Diameter Tunnel in Change Inner Extent of Tunnel - Plaster -10.732 -11.063 u/s -7.99 49/50 Number Ring

Rooms TCSU

u/s -6.72 BT 14.31 KERB

Change in Tunnel Diameter

-11.208 -11.218 u/s -6.76 -10.66 -10.58 u/s -8.00

NFI 14.96 CL 14.90

CL 14.77

Change in Tunnel Diameter Tunnel in Change

CL 14.86 14.24 Ring Number 59/60 Number Ring 532780.000 mE 532780.000 532780.000 mE 532780.000 -11.097 15.01 14.39 TACTILE -10.720 -10.63 u/s -8.04 Change in Tunnel Diameter 14.83 14.17

-10.64

-10.56 -11.056 ASPHALT 15.13 14.42

Southbound Platform KERB DROP

-11.196 -11.209 u/s -6.78 Tiles - Tunnel of Extent Inner Face of Wall u/s -8.07 BT Change in Tunnel Diameter Tunnel in Change Door -8.24 u/s

Face of Wall - Tiles 14.87 14.25

Change in Tunnel Diameter -10.680 14.45 -11.104 15.04 KERB DROP

-10.62

-10.58 Inner Extent of Tunnel - Tiles - Tunnel of Extent Inner 1578/04 15.25 -11.188 u/s -6.79 -11.064 Inner Extent of Tunnel - Cast Iron Segments KERB 14.51

-11.179 14.14

u/s -8.07 Diameter Tunnel in Change -10.630 -7.56 u/s 15.01 14.87

-10.59

-10.651 14.19 KERB DROP

14.14

14.19 Face of Wall - Tiles - Wall of Face -11.088 Cross Passage Cross 15.29

14.60 KERB DROP Face of Wall - Tiles - Wall of Face

u/s -6.80 14.20

Face of Wall - Tiles 14.86 14.18 15.15 -11.154 14.15

-11.149 -11.066 Diameter Tunnel in Change 15.30 -10.56 u/s -8.05

-10.622 14.68 14.11 KERB DROP -11.085 15.21 15.40 KERB

u/s -6.80 15.10

14.32 Diameter Tunnel in Change -11.127 -10.55 -7.55 u/s 14.20

14.29 14.75

Ring Number 107/108 Number Ring -10.59 Diameter Tunnel in Change -11.108 -10.55 -11.061 KERB 15.28

-10.618 u/s -8.05 15.49 14.33 14.35 14.18 14.11 u/s -6.79

14.19 -11.079

14.82

14.21 15.07 Ring Number 117/118 Number Ring

-11.099 14.32 15.36 u/s -8.06 15.59

-11.081 -10.582 14.38

-11.067 15.13 15.13 u/s -6.77 14.91

15.04 -11.084

14.09 Ring Number 127/128 Number Ring

-11.066 15.42

u/s -6.77 15.04 14.48 14.42 -11.067

-10.564 15.20 14.30 15.19

14.18 15.00

-11.050 14.51

15.52 Ring Number 137/138 Number Ring

14.70 u/s -6.04 u/s

-11.050 -10.543 -6.63 u/s -11.076

14.48 -6.02 u/s Ring Number 147/148 Number Ring 15.28

14.73 14.19 -11.018

14.57 -11.076

CONCRETE -6.60 u/s

-11.050 15.06 -11.082 u/s -7.11 -11.265 15.37 KERB DROP

Stn.29 -11.083

14.54 u/s -7.09 -11.081 PAVING

14.26 u/s -7.99 STN29 -11.086 14.595 SLABS

-10.999 14.60 15.10 14.80 -11.078

Inner Extent of Tunnel - Plaster u/s -7.96 -11.059 1169/06 -11.081

-11.075 -11.088 -11.082 u/s -7.57 15.15 15.43

14.63 -11.085 -11.081

14.16 u/s -7.85 -11.073 -11.082

-11.011 Rails Running u/s -7.57 4434A/08 -11.281 14.81 -11.081 -11.080 14.66

u/s -7.81 -11.078 -11.074 -11.076 u/s -7.85 15.20 -11.074 -11.076

-11.084 14.73 -11.080 -11.275 -11.080 KERB

-11.039 u/s -7.81 -11.082 1578/06 u/s -7.86 14.73 -11.073 -11.084 14.84 14.16 14.98 -11.072

14.14 u/s -7.83

-11.070 -11.086 u/s -7.80 u/s -7.83 -11.092 15.47

14.78 Inner Extent of Tunnel - Cast Iron Segments -11.086 u/s -6.60 u/s -11.071

14.78 F I N S B U R Y P A V E M E N T

1578/05 u/s -7.54 -6.59 u/s

15.55 KERB u/s -7.53 -7.06 u/s 14.79 Inner Extent of Tunnel - Cast Iron Segments

15.26 u/s -7.85

-11.087 u/s -8.00

14.88 u/s -6.00 -11.070 -11.100 u/s -7.09 u/s

S O U T H P L A C E C A L P H T U O S -11.088 -11.068 Change in Tunnel Diameter Tunnel in Change 14.26 -11.276 -11.086 u/s -6.02 u/s -8.00 14.84 -11.071 u/s -8.07 -11.083 15.33 14.89 -11.095

14.55 -11.086 14.93 KERB DROP u/s -8.07 Tailwall 15.58 15.65 14.87 -11.081 14.88 Tunnel Crown

Change in Tunnel Diameter 14.96 -11.075 -11.077

15.40 -11.094 14.89

-11.089 15.59 15.70 15.44

15.14 u/s -8.06 14.99 -11.069 Running Rails Change in Tunnel Diameter -11.089 KERB -11.088 Northern Line 14.98

15.12 u/s -8.05 u/s -8.02 15.68 15.18 -11.072 15.00

-11.082 15.78 Change in Tunnel Diameter u/s -8.05 Inner Extent of Tunnel-11.081 - Cast Iron Segments 14.88 15.18 15.78 14.99

15.01 -11.069 KERB

Change in Tunnel Diameter 15.50 15.11 -11.075 u/s -8.07 -11.084 Northbound to Old Street

15.19 -11.045 15.85

-11.069 15.04 15.09 15.13

Inner Extent of Tunnel - Cast Iron Segments u/s -8.06 15.58 Change in Tunnel Diameter Tunnel in Change 15.13 -11.017

-11.071 15.94 15.15

15.13 u/s -8.03 -10.991 15.66 CONCRETE

-11.068 KERB 15.17 u/s -7.98 Inner Extent of Tunnel - Cast Iron Segments 15.05 15.21 15.17

PAVING -10.973 15.06 15.75 SLABS -11.045 u/s -7.95 15.19 15.18 15.14 -10.949

-11.013 15.22 15.18

15.23 u/s -7.94 15.12 Tunnel Crown -10.938 KERB DROP -10.993 KERB DROP u/s -7.91 15.80 15.35 15.35

15.25 Running Rails 15.24 15.12 -10.975 15.19 u/s -7.93

15.22 STN27 15.331 Stn.27

15.45

15.26 -10.953 15.41 Inner Extent of Tunnel - Cast Iron Segments

15.23 532800.000 mE 532800.000 532800.000 mE 532800.000 CONCRETE 15.27 15.20

Chainage Plate 500m Plate Chainage -10.940 15.55 PAVING Ring Number 1055/1056 15.50 SLABS 15.28 15.32 Ring Number 1045/1046 15.64 Ring Number 1035/1036 15.55 15.57 15.34

Ring Number 1025/1026 15.72 15.65

Ring Number 1015/1016 15.65

Ring Number 1005/1006 15.74

Ring Number 995/996 L A C K I N G T O N S T R E E T E E R T S N O T G N I K C A L

15.41 Ring Number 985/986 15.68 15.84 15.73

Ring Number 975/976 15.39 15.29 15.73 Ring Number 965/966 15.36 15.49 15.78 15.62 15.91 16.07 15.99

181740.000 mN 181760.000 mN 181780.000 mN 181800.000 mN 181820.000 mN 181840.000 mN 181860.000 mN 181880.000 mN 532820.000 mE 532820.000 mE 532820.000 1. The origin and orientation of the survey is to Site Grid Coordinate 12. SAL Job Reference is 1578-01. 11. The difference in level between LUL datum and OS is: 10. Line styles, line weights and colours are compliant to LUL CAD Standards. STN05, STN07, STN10, STN22, STN27 and STN29. Datum System. LUL Datum - 99.949m = Site Datum. 4. This drawing shows Northern Line Southbound and Northbound tunnel Data) has been supplied by client and not checked or verified Please exercise extreme care if used at a larger scale. in correlation with surface topographic survey. 2. The survey is based on original Site control stations STN02, STN04, 5. Topographic Data in layers "Client_Supplied_Survey_80" (Topographical 3. This is a digital survey and only accurate at the scale which specified. of the tunnels. used for any other purpose. Source drawing ref: 9027-02.dwg Survey Associates. This is for diagrammatic purposes only and should not be prior to design and construction. 8. Soffit levels which have been prefixed with u/s text represent the inner Please be aware of the presence sub-platform infrastructure. 9. Critical clearance dimensions, levels and invert should be checked 7. In all cases survey readings have been taken to the internal faces / levels on the soffit. The soffit within station grounds is cladded. 6. Note that no survey works has been undertaken below Platform Level. finishes. Allowances must be made when determining the external position No. Telephone +44 (0) 845 450 4210 - Facsimile 4220 SURVEY ASSOCIATES LTD Project : Client : Sheet : Title : Sheet : Project No : Date of Survey : Scale : LAND AND ENGINEERING SURVEYORS 0 STN29 532788.368 181781.659 14.597 STN27 532799.144 181849.525 15.333 STN22 532774.107 181793.151 14.290 STN10 532733.730 181785.895 14.072 STN07 532691.550 181804.890 14.038 STN05 532695.187 181880.045 15.430 STN04 532698.186 181915.300 16.154 STN02 532815.278 181916.212 16.414 Name u/s Key & Abbreviations 25-07-2018 River Way , Uckfield East Sussex TN22 1SL . Date E-mail: [email protected] Unit F , Eden House The Office Village Visit us @ www.survey-associates.co.uk 1 : 200 C/O Old Park Plane Management Ltd Inner Crown of Tunnel - Soffit Levels SAL 1578-01 01 Rev0 1 20 Ropemaker Street of Easting [m] Great Elm Assets Ltd. Correlation Survey 1578-01 Original Site Survey - Correlation Control Stations (Site Grid) Site Grid North 17 Old Park Lane July 2018 W1K 1QT Revisions London London Notes Sheet Size : Checked By : Drawn By : Northing [m] Description Level [m] T. Clatworthy Jiri Kminek A0 REGISTERED Certificate Number: GB 1461 ISO 9001 Q S FIRM M

14.03

532640.000 mE 532640.000 532640.000 mE 532640.000 14.71 14.75 14.06 14.60

14.44

14.56 14.28

STN07 14.20 14.26 14.040 KERB 14.13 14.59 14.65 14.26 14.75 CONCRETE 17.79 11.42 14.70 CONCRETE PAVING 14.71 14.38 14.29 14.86 SLABS 14.82 14.23 13.97 14.21 14.23 PAVING 19.33 KERB SLABS 14.63 13.94 Stn.07 14.50 15.00 13.96 14.95 14.02 KERB DROP 14.62 15.11 15.07 14.23 14.21 14.24 14.74 14.18 15.24 15.20 14.63 13.82 14.32 15.39 14.86 15.34 Stn.05 14.21 14.46 14.99 15.55 14.22 15.48 UP 14.23 14.21 CL 14.12 14.58 BT 15.11 16.51 14.15 14.64 17.02 CL 14.25 15.26 14.20 13.88 SP 14.29 STN05 14.16 15.427 14.78 14.23 TACTILE KERB F I N S B U R Y S T R E E T 15.38 IC 13.99 14.07 ASPHALT IC CL 14.38 IC CATV 14.93 WATER GAS WATER CL 14.38 ASPHALT CL 14.39 SP 14.21 CL 14.44 KERB DROP 15.03 14.59 14.78 14.44 14.53 14.29 CL 14.77 CONCRETE 14.23 14.98 14.54 KERB 15.16 14.64 13.85 14.64 PAVING 15.22 UP 14.66 SLABS 15.10 15.29 GAS KERB DROP 14.17 14.68 15.39 15.23 14.68 CL 14.67 14.64 15.43 14.65 14.30 14.78 14.88 14.24 15.01 14.88 14.70 14.21 CL 14.03 14.64 14.15

15.01

15.01 AT THE TIME OF SURVEY NO ACCESS 15.35 13.88 532700.000 mE 532700.000 532700.000 mE 532700.000 15.23 14.18 14.67 14.73 14.58 15.13 14.69 KERB 14.68 IC 15.11 14.21 CATV 15.46 14.18 14.13 14.02 14.31 14.28 15.23 14.54 15.22 14.51 14.66 TIME OF THE SURVEY NO ACCESS AT 14.53 15.24 CL 14.00 14.18 14.19 SUBSTATION 15.47 14.10 17/02/2017 LIFT 15.03 15.44 15.57 14.31 13.86 14.27 CL 13.98 15.55 14.11 CABLE 15.24 14.17 UP 14.54 1 14.28 2 3 14.32 15.38 4 14.17 14.15 5 15.02 14.14 1 2 15.03 3 UP 13.88 TFL 10 CL 13.99 17.02 9 15.25 16.49 8 7 KERB DROP 12.91 14.69 14.04 14.11 6 14.52 5 14.18 4 14.29 3 2 1 WHB UP 15.24 WC RAMP UP WC 14.17 15.16 11 15.15 12 13.88 13 15.03 UP 14 IC 14.18 15 14.29 14.73 16 17 15.14 14.03 18 UP 15.07 CL 13.87 19 20 UP 15.38 WC 14.52 15.38 14.03 14.19 14.18 14.33 14.16 WHB 13.94 RAMP SHOWER IC 14.05 14.30 14.52 15.15 15.38 14.07 13.86 14.25 15.15 13.90 14.54 14.18 CL 13.98 UP LP 14.51 AT THE TIME OF SURVEY NO ACCESS 13.90 14.42 14.18 14.13 14.18 13.96 15.38 14.53 17.24 14.17 14.23 13.96 FHR 15.38 16.59 14.51 14.07 14.52 15.39 14.13 14.11 14.14 14.17 14.13 14.52 13.91 14.17 14.13 14.14 13.98 14.10 14.14 14.14 14.19 BT COBBLES CL 14.01 14.53 14.07 13.72 14.03 A/C 14.13 15.39

16.63

M O O R F I E L D S UP 13.84 13.79 13.88 COBBLES 14.11 13.70 CONCRETE ASPHALT 15.73 13.84 13.96 14.53 14.52 PAVING 13.83 SLABS 14.52 13.85 13.73 13.97 14.00 13.81

STN10

14.076 A/C 13.86

Inner Extent of Tunnel - Cladding 14.04 13.86 KERB 14.12 13.75 13.99 13.81 15.38 CL 13.93 13.83 13.92 -17.51 13.90 13.86 13.99 ASPHALT Stn.10 A/C 15.37 14.30 14.06

u/s -13.98 13.94 14.06 13.78 TFL 15.70 UP KERB 13.84 13.94 17.09 14.00 14.99 13.89 UP

Tunnel Crown 13.88 14.17

-17.48 PLANT 13.90 15.01 14.52 -17.70 DUCT 13.80

Inner Extent of Tunnel - Cladding 15.02 CL 13.92 13.96

u/s -14.11 KERB DROP 13.93 13.87 14.51 14.52 LADDER 14.00 15.04 14.00 BT 13.92 UP 14.52 13.82 PLANT A/C CONCRETE CL 13.97 13.90

u/s -14.26 14.10 13.91

-17.74

14.06 -17.70 14.53 PIPE 14.36 IC 13.85 13.93 15.37 A/C 9 13.91 PO 15.37 8 7 15.37 14.14 12.72 7 6 14.52 13.86 5 CL 13.94

13.94 4

u/s -14.26 3 2 DUCT 1 532740.000 mE 532740.000 532740.000 mE 532740.000 13.96

-17.74 UP 13.94 14.01 KERB UP LIFT LIGHTWELL 13.94 10 A/C 13.89 11 14.14 14.52 12 13 KERB DROP 14 OUTLET 15.76 13.96 15 SMOKE 13.99 16 17 15.63 18 19 14.16 14.16 14.16 14.48 14.02 CONCRETE 13.95 ASPHALT IC A/C 14.00 14.35 LIFT 13.98 13.97 LIFT 14.10 14.13 CL 13.91

u/s -14.26 RAMP LIFT COBBLES 13.97

14.03 -17.78 LP 14.52 15.37 14.28 UP COBBLES A/C 14.08 13.99

-17.74 KERB DROP 13.97 LIFT 15.38 14.14 13.97 15.38 A/C 14.16 13.98 CPS

14.28 R O P E M A K E R S T R E E T E E R T S R E K A M E P O R GULLY PIPE LIFT 13.99 7 13.97 6 5 UP 4 14.05 3 CONCRETE 2 A/C 1

u/s -14.25 13.98 UP 13.98 14.48

-17.84 14.28 SHUTTER 14.28 ROLLER LADDER 15.25 B 13.99 14.02

-17.84 14.10 14.02 B UP 13.94 UP 14.10 14.17 BT 14.15 KERB A/C B IC CONCRETE CL 14.05 CL 14.09

13.94 u/s -14.25 u/s 15.38 BARRIER 13.96 OUTLETS B GULLY A/C 14.13 SMOKE 14.02 13.97 CONCRETE GULLY 13.94 GULLY 14.45 B 14.46 13.94 14.03 15.37 A/C COBBLES 14.10 14.12 15.67 15.37 14.11 13.97 UP

14.46 14.20

B Passage Linking Crossrail and Northern Line Platforms Line Northern and Crossrail Linking Passage

-17.90 2 3 14.25 14.52 14.44 4 14.54 5 14.50 UP 6 7 13.96 8 14.15 A/C 9 14.51 10 14.19 13.98 11 B 12 13 14 15

15.38

-17.92 UP u/s -14.31 u/s 15.38 BT 14.48 14.47 OUTLET SMOKE 13.97 A/C 15.15 14.51 B CL 14.10 KERB 15.33 13.97 14.47 UP OUTLET SMOKE 14.53 UP 15.37 14.52 14.07 PIPE 15.03 14.11 OUTLETS 16.03 14.47 14.52 UP COBBLES H. 750 C. 990 14.22 SMOKE 14.47

15.01

NO ACCESS 14.92 532760.000 mE 532760.000 532760.000 mE 532760.000 14.75 AT TIME OF SURVEY 15.38 14.76 14.55 14.02 NO ACCESS 14.02 08/02/2017 14.76 UP ASPHALT 14.75 14.47

-18.04 CL 14.09 12 11 10 9 13.26 14.68

-18.03 14.45 14.24 14.74 LIFT 14.02 14.88 UP 14.90 14.33

ELEC u/s -14.47 u/s UP A/C 14.09 13 14.47 14.87 8 14 14.12 7 15 ELEC 14.88 6 16 14.88 14.02 14.47 KERB DROP

17 14.06 Inner Extent of Tunnel - Cladding - Tunnel of Extent Inner 4 14.29 18 3 ASPHALT 19 2 14.14 14.75

1 LIFT

CL 14.17 14.03 1578/02 Cladding - Tunnel of Extent Inner UP 14.74 14.48 14.16 IC 14.76 8 7 14.06 6 13.99 5 4

14.88 -10.726 3

13.99 -18.14 Northern Line Platform Cross Passage Cross Platform Line Northern

-18.14 14.75 14.15 14.88 15.01 15.04 14.07 KERB DROP KERB DROP 14.03 VOID LIFT TACTILE

Moorgate Station 14.75

14.48 u/s -14.55 u/s 14.03 14.48 LIFT 15.00

14.75 u/s -8.26 u/s SLINDING

-10.73 DOORS KERB 15.01 14.08 14.48 14.88 14.74

LIFT 4 -10.79 5 6

7 10

8 9 -10.84 UP 14.13 CL 14.14

14.88 Site Hoarding Site IC UP 14.88

Stairs to Northern Line Platforms 14.75 14.75

Crossrail 15.04

11 Door -13.90 14.48 12 IC 15.02 TACTILE

13 -14.08 14 15.02 T/L 14.30

-14.10 OUTLETS 15

-18.28 u/s -14.72 u/s 16 14.74 SMOKE u/s -7.84 FALL Tunnel Crown 14.88 17 14.75 14.20

15.02

18 Steps -17.13

STN22 14.291

Top / Bottom Face of Wall - Tiles 19 -18.28

Stn.22 OUTLETS CL 14.25 u/s -8.26 u/s 14.85 20 CL 14.32

-10.73 u/s -10.78 SMOKE -10.79 u/s -9.42

BT 14.75 LP

-10.84 1578/03 -17.32 14.86

14.31 -18.22 Tunnel Crown Tunnel AT TIME OF SURVEY -10.672 TFL

-14.10 u/s -10.97 CL 14.40 14.87 KERB DROP OUTLETS u/s -12.64 BT

-17.32 14.87

NO ACCESS Steps SMOKE CL 14.38

08/02/2017 15.01

15.01 -13.89 14.21 15.02 ASPHALT

PO -14.08 KERB OUTLETS

u/s -14.35 -18.37 Top / Bottom Face of Wall - Tiles Steps -18.37 SMOKE

1578/07 -18.366

u/s -14.19 CL 14.53 CL 14.57 FH 14.10 LP

-18.36 1578/01 14.09 14.18 OUTLETS u/s -15.13 -18.37

SMOKE KERB DROP u/s -15.08 -10.755 -17.13 -18.37 -18.37

-17.31 -17.32 CL 14.66 AT THE TIME

OF SURVEY

NO ACCESS CONCRETE -18.22 14.21

Tunnel Crown OUTLETS 14.10 u/s -14.44 PAVING SMOKE 14.16 SLABS ASPHALT 14.26 TACTILE 14.16 BT CL 14.78

No Access u/s -15.38 Lift Shaft No Access

Doors LP Shaft Up u/s -15.40 Door IC 14.85

F I N S B U R Y P A V E M E N T IC

-18.37

Rooms TCSU BT

14.31 KERB u/s -14.44 u/s

NFI 14.96 CL 14.90 CL 14.77

CL 14.86 14.24

-18.37 532780.000 mE 532780.000 532780.000 mE 532780.000 15.01 14.39 TACTILE 14.83 14.17 ASPHALT 15.13 14.42 KERB DROP BT 14.87 14.25 14.45 15.04 KERB DROP

1578/04 15.25 KERB 14.51 14.14

-10.630 15.01 14.87 14.19 KERB DROP 14.14 14.19 15.29 14.60 KERB DROP 14.20 14.86 14.18 15.15 14.15 15.30 14.68 14.11 KERB DROP 15.21 15.40 KERB 15.10 14.32 14.20 14.29 14.75 KERB 15.28 15.49 14.33 14.35 14.18 14.11 14.19 14.82 14.21 15.07 14.32 15.36 15.59 14.38 15.13 15.13 14.91 15.04 14.09 15.42 15.04 14.48 14.42 15.20 14.30 15.19 14.18 15.00 14.51 15.52 14.70 14.48 15.28

14.73 14.19

14.57 CONCRETE 15.06 KERB DROP -11.265 15.37 Stn.29 14.54

PAVING 14.26

STN29 14.595 SLABS 14.60 15.10 14.80 1169/06 15.15 15.43 14.63

14.16 4434A/08 14.81 -11.281 14.66 15.20

14.73

-11.275 KERB 14.73 1578/06 14.84 14.16 14.98 14.14 15.47 14.78 1578/05 14.78 F I N S B U R Y P A V E M E N T 15.55 KERB 14.79 15.26

14.88 S O U T H P L A C E C A L P H T U O S 14.26 -11.276 14.84 15.33 14.89 14.55 14.93 KERB DROP 15.58 15.65 14.87 14.88 14.96 15.40 14.89 15.59 15.70 15.44 15.14 14.99 KERB 14.98 15.12 15.68 15.18 15.00 15.78 14.88 15.18 15.78 14.99 15.01 KERB 15.50 15.11 15.19 15.85 15.04 15.09 15.13 15.58 15.13 15.94 15.15 15.13 15.66 CONCRETE KERB 15.17 15.05 15.21 15.17 PAVING 15.06 15.75 SLABS 15.19 15.18 15.14 15.22 15.18 15.23 15.12 KERB DROP KERB DROP 15.80 15.35 15.35 15.25 15.24 15.12 15.19

15.22 STN27 15.331 Stn.27

15.45 15.26 15.41

15.23 CONCRETE 532800.000 mE 532800.000 532800.000 mE 532800.000 15.27 15.20 15.55 PAVING 15.50 SLABS 15.28 15.32 15.64 15.55 15.57 15.34 15.72 15.65 15.65

15.74 L A C K I N G T O N S T R E E T E E R T S N O T G N I K C A L 15.41 15.68 15.84 15.73 15.39 15.29 15.73 15.36 15.49 15.78 15.62 15.91 16.07 15.99

181740.000 mN 181760.000 mN 181780.000 mN 181800.000 mN 181820.000 mN 181840.000 mN 181860.000 mN 181880.000 mN 532820.000 mE 532820.000 mE 532820.000 1. The origin and orientation of the survey is to Site Grid Coordinate 12. SAL Job Reference is 1578-03. 11. The difference in level between LUL datum and OS is: 10. Line styles, line weights and colours are compliant to LUL CAD Standards. STN05, STN07, STN10, STN22, STN27 and STN29. Datum System. LUL Datum - 99.949m = Site Datum. 4. This drawing shows Passage between Crossrail and Northern Line Data) has been supplied by client and not checked or verified Please exercise extreme care if used at a larger scale. Platforms in correlation with surface topographic survey. 2. The survey is based on original Site control stations STN02, STN04, 5. Topographic Data in layers "Client_Supplied_Survey_80" (Topographical 3. This is a digital survey and only accurate at the scale which specified. of the tunnels. used for any other purpose. Source drawing ref: 9027-02.dwg Survey Associates. This is for diagrammatic purposes only and should not be prior to design and construction. 8. Soffit levels which have been prefixed with u/s text represent the inner Please be aware of the presence sub-platform infrastructure. 9. Critical clearance dimensions, levels and invert should be checked 7. In all cases survey readings have been taken to the internal faces / levels on the soffit. The soffit within station grounds is cladded. 6. Note that no survey works has been undertaken below Platform Level. finishes. Allowances must be made when determining the external position No. Telephone +44 (0) 845 450 4210 - Facsimile 4220 SURVEY ASSOCIATES LTD Project : Client : Sheet : Title : Sheet : Project No : Date of Survey : Scale : LAND AND ENGINEERING SURVEYORS 0 STN29 532788.368 181781.659 14.597 STN27 532799.144 181849.525 15.333 STN22 532774.107 181793.151 14.290 STN10 532733.730 181785.895 14.072 STN07 532691.550 181804.890 14.038 STN05 532695.187 181880.045 15.430 STN04 532698.186 181915.300 16.154 STN02 532815.278 181916.212 16.414 Name u/s Key & Abbreviations 25-07-2018 River Way , Uckfield East Sussex TN22 1SL . Date E-mail: [email protected] Unit F , Eden House The Office Village Visit us @ www.survey-associates.co.uk 1 : 200 C/O Old Park Plane Management Ltd Inner Crown of Tunnel - Soffit Levels SAL 1578-03 01 Rev0 1 20 Ropemaker Street of Easting [m] Great Elm Assets Ltd. Correlation Survey 1578-03 Original Site Survey - Correlation Control Stations (Site Grid) Site Grid North 17 Old Park Lane July 2018 W1K 1QT Revisions London London Notes Sheet Size : Checked By : Drawn By : Northing [m] Description Level [m] T. Clatworthy Jiri Kminek A0 REGISTERED Certificate Number: GB 1461 ISO 9001 Q S FIRM M Pen Table : $$pentable$$ C The written permission of the copyright holder must also be obtained before any part this publication is stored in a retrieval system nature. All rights reserved. No part of this publication may be reproduced or transmitted in any form by means (including photocopying and recording) without the written permission copyright holder.

London Underground Limited

15.15

36440.000 mN 36460.000 mN 36480.000 mN 36500.000 mN 36520.000 mN 14.86 36540.000 mN 36560.000 mN 36580.000 mN 82980.000 mE 82980.000 mE 82980.000

36420.000 mN

25.47

14.90

14.91

15.05

14.76

15.09

14.85

16.68

15.02

14.75

14.88

14.82

18.43

14.83

14.72

14.93

14.72

14.70

14.94

14.79

14.77

14.82

16.24

14.98

14.70

14.62

14.69

14.83

14.03

14.67

14.75

14.66

14.06

14.64

14.71

14.75

14.60

14.67

R O P E M A K E R S T R E E T E E R T S R E K A M E P O R

14.84

14.07

14.69

14.56

14.03

14.60

14.80

UP 14.68 14.62

14.09

83000.000 mE 83000.000

83000.000 mE 83000.000 KERB

14.62

14.59

14.75

14.08

14.59

14.53

14.54

14.65

14.06

14.47

14.67

14.65

14.70

14.58

14.04

14.59

14.56

14.60

14.51

14.55

14.68

14.63

CONCRETE

14.55

PAVING

SLABS

14.51

14.64

14.39

14.63

14.57

14.51

14.67

14.45

14.60

14.59

14.51

14.54

CONCRETE

14.52

14.46

14.30

PAVING

14.63

SLABS

16.53

14.55

14.42

14.49

14.40

14.44

14.37

14.39

14.59

14.45

14.25 14.54

14.63

14.37

14.46

16.55

14.45

14.56

14.34

14.31

14.29

14.42

14.43

14.27

14.59

14.28

14.39

83020.000 mE 83020.000 mE 83020.000

14.52

14.15

14.34 14.63

work may result in a civil claim for damages and criminal prosecution. WARNING: The doing of an unauthorised act in relation to a copyright

14.24

14.56

14.28

16.55

14.26

14.39

14.20

14.60

14.39

14.24

CONCRETE

14.05

14.53

PAVING

14.30

14.28

14.65

SLABS

14.16

14.56

16.54

14.27

14.17

14.12

14.38

14.25

14.61

14.22

14.28

14.26

13.98

14.29

14.51

14.25

14.13

14.66

14.24

14.34

14.11

14.29

14.56

14.03

14.24

14.23

14.28

14.03

16.54

14.26

15.15

14.28

14.15

14.61

14.28

14.23

13.90

14.26

KERB

14.28

14.67

14.23

14.21

14.01

14.04

14.25

14.55

14.28

13.95

14.28

16.53

14.22

14.12

14.25

14.60

13.83

14.26

14.28

14.27

14.70

14.01

14.21

14.56

14.25

14.38 14.18

83040.000 mE 83040.000

83040.000 mE 83040.000 14.64

14.39

13.99

14.26

13.96

CONCRETE

14.21

14.39

14.08

PAVING

13.94

SLABS

Stn.06

14.25

14.04 14.29

14.55

14.25

14.11

KERB

DROP

14.24

13.95

11.42

14.18

14.24

17.79

14.20

13.96

14.71

13.80

14.26 14.35

113.989 STN07

14.29

CONCRETE

14.63

14.02

PAVING

14.23

14.47

19.33

SLABS

KERB

14.13

14.21

CONCRETE

14.24

14.59

14.23

14.65

PAVING

14.26

SLABS

13.97

KERB

14.63

11.76

Stn.07

14.75

14.70

13.96

14.23

14.38

13.94

14.21

14.86

14.82

KERB

DROP

14.50

14.02

15.00

14.15

14.95

14.62

13.82

14.18

14.23

14.20

15.11

14.22

14.16

15.07

14.74

14.32

14.21

15.24

16.51

14.29

15.20

14.46

14.86

CL 14.12 CL

17.02

14.23

15.39

14.21

15.34

14.58

13.88

14.99

Stn.05

CL 14.25 CL

15.55

14.07

13.99 15.48

TACTILE

14.64

14.29

15.11

15.22

ASPHALT

14.17

14.23

KERB

14.78

15.26

CL 14.38 CL CATV

CL 14.38 CL F I N S B U R Y S T R E E T GAS

WATER

14.21

14.15 CL 14.39 CL

115.376 STN05

ASPHALT

14.53

13.85

CL 14.44 CL

15.38 KERB

14.93

14.44

14.54

CL CL

14.30

KERB

DROP

14.59

14.18

14.78

14.77

15.03

14.24

14.13

15.23

14.98

14.64

CONCRETE 14.18

14.66

15.16

15.39

GAS

PAVING

KERB

DROP

15.10

CL 14.03 CL

14.28

SLABS

14.68

14.10

14.31 CL 14.67 CL

13.88

14.64

15.01

14.68

15.29

14.18

14.21

14.65

14.19

14.78

15.23

14.88

15.24

14.70

14.02

14.88

CATV 14.64

AT THE TIME THE AT

OF SURVEY OF

14.11

NO ACCESS NO

15.43

15.01

14.54

15.01

14.67

14.27

14.58

14.69

14.73

14.68

14.31

15.13

15.35

TIME OF THE SURVEY THE OF TIME CL 14.00 CL

14.17

14.53

15.24

15.11

NO ACCESS AT AT ACCESS NO

14.21

14.06

13.86

SUBSTATION 14.51

KERB

14.66

17/02/2017

15.23

15.46

CL 13.98 CL

15.22

14.15

14.17

15.03 LIFT

14.28

CABLE

14.32

15.47

15.44

14.54

15.25

15.57

14.18

14.14

1 13.88

17.02

16.49

15.55

15.38

14.29

2 TFL

15.02

14.11

CL 13.99 CL

14.04

KERB

DROP

15.03

14.17

12.91

15.24

14.03

14.69

14.52

14.18 1 83060.000 mE 83060.000

83060.000 mE 83060.000 UP

14.29

13.88

14.03

WHB

13 IC

RAMP

14.73

15.16

15.15

CL 13.87 CL

14.18

15.03

14.33

14.19

15.14

13.86

15.07

14.07

13.90

14.52

13.94

15.38

14.16

14.05

RAMP

WHB

14.18

14.30

14.25

14.13

14.52

SHOWER 13.96

14.18

CL 13.98 CL

15.15

14.54

15.38

13.90

15.15

14.18

14.51

14.42

AT THE TIME THE AT

OF SURVEY OF

NO ACCESS NO

14.17

17.24

15.38

14.53

14.23

13.96

16.59

14.13

14.07

14.14

14.51

14.17

14.52

14.11

15.38

FHR

15.39

14.13

13.91

14.17

14.52 14.14

A0 MICROFILM REF.

13.72

14.10

14.14 14.14

14.03

14.19

13.98

14.13

14.07

13.77

CL 14.01 CL

13.60 14.02

14.53

COBBLES

14.13

14.03

14.14

14.11

A/C

13.76

15.39

13.91

13.64

14.53

14.15

14.52

16.63

15.39

13.80

15.06

14.13

16.64

PLANT

13.64

KERB

14.12

14.53

13.95

15.38

14.16

14.03

13.71

13.82

13.93

13.67

13.99

14.51

CL 14.00 CL

14.11

COBBLES

13.85

13.87

14.12

14.09

13.72

13.87

13.71

13.98

14.12

15.38

KERB

13.76

14.52

13.76 13.75 83080.000 mE 83080.000

83080.000 mE 83080.000 13.89

KERB

DROP

13.95

15.38

14.53

14.52

14.03

13.97 14.29 16.60

M O O R F I E L D S CONCRETE

14.13

13.79

PAVING

SLABS

CPS

13.97

13.84

13.70

17.08

CL 13.87 CL

14.16

LIGHTWELL

13.84

13.88

13.83

15.38

14.11 11

13.96

CONCRETE

13.73

A/C

13.85

13.81

ASPHALT

PAVING

COBBLES

SLABS

14.52

14.12

14.53

13.86

13.97

13.75

14.52

15.73

1 13.86

13.81

14.00

13.83 114.025 STN10

14.04

KERB

13.99

ASPHALT

13.99

13.90

13.78

13.92

13.86

13.84

A/C

CL 13.93 CL

14.00

13.94 Stn.10

14.06

13.94

14.06

15.38

KERB

13.89

13.80

TFL

13.88

14.30

13.87

13.90

15.37 14.00

A/C

KERB

DROP

3 13.96

13.92

13.93

14.52

PLANT

15.70

14.17

CL 13.92 CL

13.82

DUCT

17.09

14.99

14.00

14.52

13.90

15.01

14.06

14.36

15.02

13.91

14.51

LADDER

13.85

CL 13.97 CL 15.04

PLANT

13.93

14.52

14.14

14.53

A/C

CONCRETE

13.91

14.10

13.86

13.96

PIPE

13.94

7 12.72

CL 13.94 CL

14.52

KERB

13.94

15.37

14.14

A/C

13.94

13.89

14.01

15.37

KERB

13.99

DROP

DUCT

LIFT

13.96

LIGHTWELL

14.52

14.16

13 OUTLET

SMOKE

14.02

ASPHALT

13.95

A/C

14.00

14.13

15.76

13.97 13.98

14.16 14.16

15.63

14.35

CL 13.91 CL LIFT

14.03

RAMP

LIFT

14.48

CONCRETE

A/C

13.97

LIFT

14.08

14.28

14.10

14.52

13.99

COBBLES

13.97

KERB

DROP

14.14

COBBLES 15.37

LIFT

A/C

13.97

15.38 83100.000 mE 83100.000

83100.000 mE 83100.000 13.98

R O P E M A K E R S T R E E T E E R T S R E K A M E P O R

13.99

15.38

GULLY

14.28

14.16 14.05

LIFT

CPS

A/C

13.97

PIPE

13.98

CONCRETE

A/C

14.02

14.28

SHUTTER

13.99

ROLLER 13.98

14.17

14.02

14.10

14.48

15.25

LADDER

13.94

14.15

KERB

14.10

CL 14.05 CL

CL 14.09 CL

13.94

CONCRETE

OUTLETS

BARRIER

A/C

SMOKE

13.96

14.13

14.02

GULLY

15.38

13.97

A/C

14.03

14.45

GULLY

13.94

CONCRETE

GULLY

14.11

14.20

13.94

14.12

15.37

14.46

13.97

A/C

COBBLES

14.10

14.44

13.98

14.52

15.37

15.67

13.96

14.51

14.25

14.54

14.50

A/C

14.15

14.47

14.19

14.48

KERB

15.38

CL 14.10 CL

OUTLET

SMOKE

14.07

14.11

14.51

13.97 14.22

Inner Extent of Tunnel - Plaster 14.47

OUTLETS

15.15

SMOKE

OUTLET

14.47

13.97

14.53

SMOKE

15.33 A/C

97.585 14.52

14.47

15.37

15.03

14.52

16.03 PIPE

H. 750 H.

C. 990 C.

NO ACCESS NO

14.02 14.02 Tunnel Crown COBBLES

97.594 15.01

AT TIME OF SURVEY OF TIME AT

14.75

14.76

ASPHALT

14.92

15.38 CL 14.09 CL

u/s 102.77 ACCESS NO

14.47

08/02/2017

14.24

14.02

14.75

14.33 14.76

98.497 Running Rails UP

14.55

14.12

14.45

ELEC

14.74

14.09

11 10

97.55814.02

98.47 9

1578/09 13.26

14.88

14.68

LIFT

14.47

ELEC

KERB

DROP

14.06 UP

98.482 Platform Edge 14.29

ASPHALT

14.90

14.47

14.87

A/C 14.14

97.565 14.03

14.88

14.88 14.16

u/s 102.77 15

13.99

CL 14.17 CL

13.99

16 6

Face of Wall - Tiles 14.06

5 IC

Door

14.75 4

14.48

Cross Passage Cross 98.493

KERB

DROP

14.74

14.15

4 3

98.47

14.07

LIFT 14.03

u/s 100.71 1

KERB

97.542 DROP

14.88

14.03 14.76 83120.000 mE 83120.000

83120.000 mE 83120.000 14.75

TACTILE

14.48 LIFT

98.47 14.88

u/s 102.74 15.01 14.75

KERB 97.548

15.04

14.08

14.48 VOID

98.48

SLINDING

DOORS 14.48

u/s 100.70 14.75

14.13 LIFT

98.46 CL 14.14 CL

98.473 14.74

98.43 1578/10

15.00

IC 14.88

97.534 15.01 98.424 4

Escalator to Northern Line 5 6

u/s 99.35 7 8

LIFT

14.75 14.88

1578/12 14.30

14.75

Face of Wall - Tiles 14.88 TACTILE

u/s 102.73 UP

98.451 Door 14.48 u/s 97.37 T/L

Tunnel Crown 97.540 10 11

Room 3/661 OUTLETS 12 97.524 15.04

National Rail 98.469 SMOKE

13 15.02

No Access 14

98.44

14.74 15

114.240 STN22 FALL

u/s 102.71 98.454 14.75

15.02 CL 14.25 CL

u/s 94.66 14.88

Stn.22 16

98.44

OUTLETS

CL 14.32 CL

BT LP

Southbound 97.534 SMOKE

97.525 Platform Edge 18

15.02

14.75

14.85 20

14.21 u/s 102.74

KERB DROP

u/s 92.05 TFL

CL 14.40 CL BT

98.435 14.86

OUTLETS CL 14.38 CL

97.527 SURVEY OF TIME AT 14.87

97.520 SMOKE 14.10

14.87 14.09

Running Rails KERB NO ACCESS NO

98.434 ASPHALT PO Room 3/661 u/s 91.41 08/02/2017

Inner Extent of Tunnel - Plaster Face of Wall - Tiles 98.44

15.01

15.01 KERB

u/s 102.73 DROP No Access OUTLETS Cross Passage Cross

98.43 97.524 15.02

CL 14.53 CL

SMOKE

FH CL 14.57 CL 97.516 Door Northbound - Platform 9 LP

14.10 u/s 102.72

14.16

14.21 OUTLETS

14.16 98.438

SMOKE 14.26

97.509 97.518 CONCRETE CL 14.66 CL

98.437 PAVING SLABS

98.44

AT THE TIME THE AT

OF SURVEY OF

NO ACCESS NO

OUTLETS ASPHALT

u/s 102.73 SMOKE BT

98.40 F I N S B U R Y P A V E M E N T 97.525

TACTILE

CL 14.78 CL

LP 14.24

97.498 14.31 u/s 102.70

IC IC

14.17 100.67 u/s Face of Wall - Tiles

98.450 14.85

14.39 KERB BT

97.523 TCSU

14.25 97.492 Face of Wall - Tiles

14.42 CL 14.77 CL 98.422 Passage Cross

98.44

CL 14.90 CL CL 14.86 CL

Moorgate Station 14.96

98.41

14.14

15.01 u/s 102.73 14.45

97.529 TACTILE

14.83

ASPHALT

14.14 BT

14.19 97.478 1578/13 u/s 102.71

KERB

DROP

14.19

15.13

14.51

KERB

14.87 DROP

KERB 14.20

98.415 98.463 DROP

14.18

14.11 15.04

14.15

KERB DROP

97.525 KERB 14.60 14.32 97.475 Southbound - Platform 10

98.423 Face of Wall - Tiles 15.25 98.39

98.45

KERB

14.87

KERB

14.20 DROP

u/s 102.62 Inner Extent of Tunnel - Plaster 15.01

14.68

14.29 14.11

14.21 Face of Wall - Tiles

14.33 97.531

14.86 14.19 u/s 100.59 u/s 15.29

97.48214.18

14.35

15.15 14.75

14.32 u/s 102.73

14.09 15.30

98.41 98.462

15.10

14.38 15.21

98.400 14.82 97.528 Headwall

15.40

14.30 97.478

14.18

KERB

14.48 98.45 83140.000 mE 83140.000 83140.000 mE 83140.000 1578/11

u/s 102.65 14.42 15.28

14.91 Inner Extent of Tunnel - Cast Iron Segments

14.70

15.13

14.51

15.07 15.04 97.467 Face of Wall - Tiles 98.460 15.49

14.19 Platform Edge 97.528 15.04

Room 3/707

CONCRETE

15.36

KERB

DROP

No Access

15.00

14.48

15.19

14.26 15.13

98.43

14.73

15.59

Stn.29 14.57

PAVING 98.415 Door u/s 102.72 SLABS

114.544 STN29 15.42

98.449 15.20

14.16 97.468

14.54 u/s 102.64 Door u/s 101.70

Room 3/707 14.80 14.60 No Access

15.06 97.498 97.483 Face of Wall - Tiles 15.52

98.43

15.28

14.63

14.81 98.434

15.10 14.16

14.14 98.445 u/s 101.64

14.66 KERB

98.45

15.15

14.98

97.492 15.37

14.78

14.73

S O U T H P L A C E C A L P H T U O S u/s 102.61 14.84

97.485 14.73

14.26 Platform Edge u/s 101.69 15.20

97.493 15.43

98.439 14.78

14.55 97.511 14.79

14.88 Face of Wall - Plaster KERB

u/s 102.57 98.414 Inner Extent of Tunnel - Cast Iron Segments 97.511 15.47

14.84

15.26 14.89

97.499 14.93

15.14 97.474 F I N S B U R Y P A V E M E N T

KERB 97.507 15.55

DROP Inner Extent of Tunnel - Cast Iron Segments

14.87

14.88

14.96

15.33

14.89

15.18

14.99 15.12

KERB u/s 102.63 97.507 97.516 15.58

1578/14 97.474 97.466

KERB

15.40

u/s 101.67 15.65 15.18

14.98 u/s 103.92 15.59

97.286 15.44

15.00

15.11 97.521

Tailwall 97.485

14.88 15.70

15.19 97.483 14.99 15.01 97.519

97.465 u/s 101.71 97.505 15.68 15.13 Inner Extent of Tunnel - Plaster u/s 101.67 u/s 103.93 97.517

97.538 15.78

15.09

15.04

15.50 97.472 15.78 15.13 Inner Extent of Tunnel - Cast Iron Segments 97.484 97.504 1578/15 Running Rails 15.13 National Rail

15.17 97.511

97.504 97.332

15.85

CONCRETE 15.15

97.512 97.533 15.58

15.18

PAVING 15.05

97.502 KERB Northbound to Old Street

SLABS

15.06

15.14

15.17 15.94 15.18 97.514 97.532 97.533

15.21 Tunnel Crown

15.66 Change in Tunnel Diameter Tunnel in Change

15.19 u/s 103.94

15.12

15.75 15.22

15.23 97.530

KERB

DROP

15.19 KERB

DROP 97.515

Running Rails 15.12

15.25 97.527

15.24

15.35

15.23

15.22 15.26

115.280 STN27

Stn.27 15.80

15.20 Inner Extent of Tunnel - Cast Iron Segments

15.41 CONCRETE

97.538 15.45

PAVING

15.28 15.32

SLABS

15.50

15.55

15.34

15.64 15.57

Plotted by :

15.65

15.65 15.72

L A C K I N G T O N S T R E E T E E R T S N O T G N I K C A L

15.41

15.74

15.68

15.39

15.29

15.73

15.84

83160.000 mE 83160.000 mE 83160.000

15.73 15.36

$$user$$

15.49

15.62

15.78

15.91

16.07 15.99 CAD DRAWING CHANGE ON ONLY at : $$$$$$sytime$$$$$

36420.000 mN 36440.000 mN 36460.000 mN 36480.000 mN 36500.000 mN 36520.000 mN 36540.000 mN 36560.000 mN 36580.000 mN 83180.000 mE 83180.000 mE 83180.000 CAD file : $$$$$$$$$$$$$$$$$dgnspec$$$$$$$$$$$$$$$$ Checked Technical Designed 1. The origin and orientation of the survey is to LUL Grid Coordinate Scales Project Document Code Grid Drawn 4432, 4434A/08 and 4435. Datum System. 4. This drawing shows National Rail Southbound and Northbound tunnels Data) has been supplied by client and placed to LUL grid using common control Please exercise extreme care if used at a larger scale. in correlation with surface topographic survey. 2. The survey is based on original LUL control stations 4403, 4405, 4406, 4407, 12. SAL Job Reference is 1578-02. 11. The difference in level between LUL datum and OS is: 5. Topographic Data in layers "Client_Supplied_Survey_80" (Topographical 3. This is a digital survey and only accurate at the scale which specified. 13. Survey undertaken for and on behalf of Great Elm Assets Ltd. tunnels. purpose. Source drawing ref: 9027-02.dwg This is for diagrammatic purposes only and should not be used any other stations STN02, STN04, STN05, STN07, STN10, STN22, STN27 and STN29. LUL Datum - 99.949m = Site Datum. prior to design and construction. 8. Soffit levels which have been prefixed with u/s text represent the inner infrastructure and various platform rooms between 9 10. 10. Line styles, line weights and colours are compliant to LUL CAD Standards. inside platform rooms. Please be aware of the presence sub-platform 9. Critical clearance dimensions, levels and invert should be checked 7. In all cases survey readings have been taken to the internal faces / finishes. on the soffit. 6. Note that no survey works has been undertaken below platform level and Allowances must be made when determining the external position of Title Site/Project Location Line Discipline Stage Technical Contractor Rev. Drawing No. 1 CORE-SAS-MAC-M135_Z-M3-K-0006 JK u/s Key & Abbreviations By Name Easting [m] Northing LUL Grid and Datum 1578/15 83151.506 36552.607 97.332 1578/14 83147.238 36508.146 97.286 1578/13 83136.826 36472.464 98.415 1578/12 83122.979 36433.463 98.451 1578/11 83141.173 36513.142 98.460 1578/10 83123.706 36455.520 98.424 1578/09 83117.465 36436.198 98.482 4435 83170.697 36715.773 89.624 4432 83097.700 36386.005 88.546 4407 83165.583 36639.068 88.745 4406 83177.236 36739.419 89.507 4405 83171.042 36821.581 89.641 4403 83147.519 37024.430 90.275 4434A/08 83145.098 36543.532 88.674 STN29 83141.569 36472.431 114.544 STN27 83154.056 36540.000 115.280 STN22 83127.605 36484.278 114.240 STN10 83087.060 36478.043 114.025 STN07 83045.373 36498.102 113.989 STN05 83050.905 36573.136 115.376 STN04 83054.794 36608.302 116.104 STN02 83171.868 36606.257 116.360 Network Rail - Southbound / Northbound Revision 1 : 200 at A0 Inner Crown of Tunnel - Soffit Levels LAND AND ENGINEERING SURVEYORS LAND AND ENGINEERING SURVEYORS Original Correlation Survey Tel: +44 (0) 845 450 4210 / Email: sal.office:@sal.uk.com Tel: +44 (0) 845 450 4210 / Email: [email protected] Moorgate Station and towards Old Street Correlation Survey SURVEY ASSOCIATES LTD SURVEY ASSOCIATES LTD 20 Ropemaker Street Control Stations (LUL Grid) Northern Line Correlation Survey London Notes Date Approved Project Approved Technical PER / Cost No Sheet Number January 2019 Location Code Desn T.Chkd TC 1 CORE Level [m] T.Appd GL m135 of A0 22-01-19 Rev. 1 Date 1

A0 MICROFILM REF. 0 1 2 3 4 5 6 7 8 9 10

14.03

532640.000 mE 532640.000 532640.000 mE 532640.000 14.71 14.75 14.06 14.60

14.44

14.56 14.28

15.01

15.01 AT THE TIME OF SURVEY NO ACCESS 15.35 13.88 532700.000 mE 532700.000 532700.000 mE 532700.000 15.23 14.18 14.67 14.73 14.58 15.13 14.69 KERB 14.68 IC 15.11 14.21 CATV 15.46 14.18 14.13 14.02 14.31 14.28 15.23 14.54 15.22 14.51 14.66 TIME OF THE SURVEY NO ACCESS AT 14.53 15.24 CL 14.00 14.18 14.19 SUBSTATION 15.47 14.10 17/02/2017 LIFT 15.03 15.44 15.57 14.31 13.86 14.27 CL 13.98 15.55 14.11 CABLE 15.24 14.17 UP 14.54 1 14.28 2 3 14.32 15.38 4 14.17 14.15 5 15.02 14.14 1 2 15.03 3 UP 13.88 TFL 10 CL 13.99 17.02 9 15.25 16.49 8 7 KERB DROP 12.91 14.69 14.04 14.11 6 14.52 5 14.18 4 14.29 3 2 1 WHB UP 15.24 WC RAMP UP WC 14.17 15.16 11 15.15 12 13.88 13 15.03 UP 14 IC 14.18 15 14.29 14.73 16 17 15.14 14.03 18 UP 15.07 CL 13.87 19 20 UP 15.38 WC 14.52 15.38 14.03 14.19 14.18 14.33 14.16 WHB 13.94 RAMP SHOWER IC 14.05 14.30 14.52 15.15 15.38 14.07 13.86 14.25 15.15 13.90 14.54 14.18 CL 13.98 UP LP 14.51 AT THE TIME OF SURVEY NO ACCESS 13.90 14.42 14.18 14.13 14.18 13.96 15.38 14.53 17.24 14.17 14.23 13.96 FHR 15.38 16.59 14.51 14.07 14.52 15.39 14.13 14.11 14.14 14.17 14.13 14.52 13.91 14.17 14.13 14.14 13.98 14.10 14.14 14.14 14.19 BT COBBLES CL 14.01 14.53 14.07 13.72 14.03 A/C 14.13 15.39

16.63

M O O R F I E L D S UP 13.84 13.79 13.88 COBBLES 14.11 13.70 CONCRETE ASPHALT 15.73 13.84 13.96 14.53 14.52 PAVING 13.83 SLABS 14.52 13.85 13.73 13.97 14.00 13.81

STN10

14.076 A/C 13.86 14.04 13.86 KERB 14.12 13.75 13.99 13.81 15.38 CL 13.93 13.83 13.92 13.90 13.86 13.99 ASPHALT Stn.10 A/C 15.37 14.30 14.06 13.94 14.06 13.78 TFL 15.70 UP KERB 13.84 13.94 17.09 14.00 14.99 13.89 UP 13.88 14.17 PLANT 13.90 15.01 14.52 DUCT 13.80 15.02 CL 13.92 13.96 KERB DROP 13.93 13.87 14.51 14.52 LADDER 14.00 15.04 14.00 BT 13.92 UP 14.52 13.82 PLANT A/C CONCRETE CL 13.97 13.90 14.10 13.91 14.06 14.53 PIPE 14.36 IC 13.85 13.93 15.37 A/C 9 13.91 PO 15.37 8 7 15.37 14.14 12.72 7 6 14.52 13.86 5 CL 13.94

13.94 4

14.28 R O P E M A K E R S T R E E T E E R T S R E K A M E P O R GULLY PIPE LIFT 13.99 7 13.97 6 5 UP 4 14.05 3 CONCRETE 2 A/C 1 13.98 UP 13.98 14.48 14.28 SHUTTER 14.28 ROLLER LADDER 15.25 B 13.99 14.02 14.10 14.02 B UP 13.94 UP 14.10 14.17 BT 14.15 KERB A/C B IC CONCRETE CL 14.05 CL 14.09 13.94 15.38 BARRIER 13.96 OUTLETS B GULLY A/C 14.13 SMOKE 14.02 13.97 CONCRETE GULLY 13.94 GULLY 14.45 B 14.46 13.94 14.03 15.37 A/C COBBLES 14.10 14.12 15.67 15.37 14.11 13.97 UP 14.46 14.20 B 2 3 14.25 14.52 14.44 4 14.54 5 14.50 UP 6 7 13.96 8 14.15 A/C 9 14.51 10 14.19 13.98 11 B 12 13 14 15 15.38 UP 15.38 BT 14.48 14.47 OUTLET SMOKE 13.97 A/C 15.15 14.51 B CL 14.10 KERB 15.33 13.97 14.47 UP OUTLET SMOKE 14.53 UP 15.37 14.52 14.07 PIPE 15.03 14.11 OUTLETS 16.03 14.47 14.52 UP COBBLES H. 750 C. 990 14.22 SMOKE 14.47

Inner Extent of Tunnel - Plaster 15.01

NO ACCESS 14.92 532760.000 mE 532760.000 532760.000 mE 532760.000 14.75 AT TIME OF SURVEY 15.38

-2.364 14.76 14.55 14.02 NO ACCESS 14.02 08/02/2017 14.76 UP ASPHALT 14.75 14.47 CL 14.09 12 11 10 9

Tunnel Crown 13.26 -2.355 14.68 14.45 14.24 14.74 LIFT 14.02 14.88 UP 14.90 14.33

u/s 2.82 ELEC UP A/C 14.09 13 Running Rails 14.47 14.87 8

-1.452 14 14.12 7 15 ELEC 14.88 6 16 14.88 -2.391 14.02 14.47 KERB DROP 5 17 14.06 4 -1.48 1578/09 14.29 18 3 ASPHALT 19

Platform Edge 2 -1.467 14.14 14.75 1 LIFT CL 14.17 14.03 UP 14.74

-2.384 14.48 14.16 IC 14.76 8 7 14.06 6 13.99 u/s 2.82 5 4 14.88 3 2 13.99 Face of Wall - Tiles 14.75

14.15 14.88 15.01 Door 15.04 -1.456 14.07

KERB DROP KERB DROP Cross Passage Cross 14.03 VOID LIFT

-1.48 TACTILE -2.407 14.75 14.48 14.03

u/s 0.76 14.48 LIFT 15.00 14.75

u/s 2.79 SLINDING DOORS KERB -2.401 15.01

-1.48 14.08 14.48 14.88 14.74 LIFT 4 5 6 7 10 8 9

-1.47 UP 14.13 CL 14.14 14.88 IC UP

-1.476 14.88 14.75

-1.52

1578/10 14.75 u/s 0.75 -2.415 10 15.04 -1.49 -1.525 11 14.48 12 IC Escalator to Northern Line 15.02 TACTILE u/s -0.60 13

u/s 2.78 14 15.02 T/L 14.30 OUTLETS -2.409 15 16 14.74 1578/12 Face of Wall - Tiles SMOKE Door FALL -2.425 14.88 u/s -2.58 17 14.75 14.20 15.02 -1.498 Room 3/661 18

STN22 14.291 19 Stn.22

Tunnel Crown OUTLETS CL 14.25 14.85 20

-1.51 CL 14.32

No Access -1.495 SMOKE BT 14.75 -1.480 LP National Rail -2.415

u/s -5.29 14.86 14.31 AT TIME OF SURVEY u/s 2.76 TFL -1.51 CL 14.40 14.87 KERB DROP OUTLETS

u/s 2.79 BT 14.87 NO ACCESS SMOKE CL 14.38 08/02/2017 -2.424 15.01

Platform Edge 15.01 Southbound 14.21 -1.514 -2.429 15.02

u/s -7.90 ASPHALT PO KERB OUTLETS SMOKE

-1.51

Face of Wall - Tiles CL 14.53 CL 14.57 FH -2.422 14.10 u/s -8.54 Room 3/661 LP 14.09

Running Rails -1.515 Passage Cross -2.425 14.18 Inner Extent of Tunnel - Plaster No Access Northbound - Platform 9 OUTLETS SMOKE u/s 2.78 KERB DROP -1.52 u/s 2.77 PO CL 14.66 AT THE TIME OF SURVEY NO ACCESS -2.433 Door -1.511 -2.431 CONCRETE 14.21 OUTLETS 14.10 PAVING SMOKE 14.16 SLABS ASPHALT 14.26 TACTILE 14.16 BT

-1.51 CL 14.78 LP IC -2.440 -2.424 14.85 -1.512 F I N S B U R Y P A V E M E N T IC u/s 2.75 TCSU

-1.55 BT

u/s 2.78 14.31 KERB

-1.499

Face of Wall - Tiles 14.96

CL 14.90

-2.426 CL 14.77 u/s 0.72 u/s

CL 14.86 14.24 -2.451 532780.000 mE 532780.000 532780.000 mE 532780.000 15.01 14.39 TACTILE 14.83

14.17 Cross Passage Cross ASPHALT 15.13 14.42

-1.51

Face of Wall - Tiles KERB DROP -2.420 BT Moorgate Station 14.87 14.25 -2.457 -1.527 14.45 -1.54 15.04 u/s 2.76 KERB DROP 15.25

u/s 2.78 KERB 14.51 14.14 1578/13 -1.486 -2.424 15.01 14.87

-2.471 14.19 KERB DROP 14.14 14.19 15.29 14.60 KERB DROP -1.534 14.20

Face of Wall - Tiles Inner Extent of Tunnel - Plaster 14.86 14.18 15.15 14.15

-1.50 Southbound - Platform 10 15.30

-1.56

-1.526 14.68 -2.418 14.11 KERB DROP -2.474 15.21 15.40 KERB 15.10

14.32 Face of Wall - Tiles

14.20 u/s 2.67 0.64 u/s

14.29 u/s 2.78 14.75

KERB Headwall 15.28 15.49 14.33 14.35 -1.487 14.18 14.11 -2.421

14.19 -2.467 14.82 14.21 15.07

-1.54 14.32 15.36 15.59

14.38 Inner Extent of Tunnel - Cast Iron Segments -1.50 1578/11 15.13 15.13 -1.549 14.91 15.04 14.09

-1.489 15.42

-2.421 15.04 14.48 -2.471 14.42 Platform Edge 15.20 14.30 u/s 2.70 15.19 14.18 Face of Wall - Tiles 15.00 14.51 15.52 14.70 Room 3/707 u/s 2.77 -2.482 No Access Door

-1.52 14.48 -1.500 u/s 1.75 15.28 14.73 14.19

14.57 -2.451 CONCRETE

-1.534 15.06

Room 3/707

KERB DROP 15.37 Door No Access Stn.29 14.54 PAVING

14.26 Face of Wall - Tiles

STN29 -1.52 14.595 SLABS u/s 2.69 14.60 15.10 -2.481 14.80 -1.515 u/s 1.69 15.15 15.43 14.63

-1.50 -2.457 14.16 -2.466

14.81 -1.504 14.66 15.20

14.73 u/s 1.74 KERB

u/s 2.66 14.73 -2.438 14.84 14.16 14.98 14.14 Platform Edge -2.464 15.47 14.78 -2.456 -1.510 14.78 F I N S B U R Y P A V E M E N T 15.55 KERB 14.79 -2.438

Face of Wall - Plaster 15.26

14.88 S O U T H P L A C E C A L P H T U O S Inner Extent of Tunnel - Cast Iron Segments 14.26 -1.535 Inner Extent of Tunnel - Cast Iron Segments -2.442 14.84 15.33

u/s 2.62 14.89 14.55 14.93 KERB DROP 15.58

-2.475 15.65

-2.450 14.87

14.88 -2.442 -2.433 14.96 15.40 14.89 15.59 15.70 15.44 15.14 14.99 u/s 2.68 u/s 3.97 -2.428 -2.483 KERB 14.98

15.12 u/s 1.72 15.68 15.18 1578/14 -2.475 -2.464 -2.430 15.00 15.78

-2.663 14.88 -2.466 Tailwall 15.18 15.78 14.99

15.01 -2.444 -2.411 KERB

u/s 1.76 15.50 15.11 -2.484 u/s 3.98 -2.432 1578/15 Running Rails National Rail

15.19 u/s 1.72 -2.445 15.85 15.04 -2.438

15.09 -2.477 15.13

-2.617 15.58 Inner Extent of Tunnel - Plaster Inner Extent of Tunnel - Cast Iron Segments -2.465 15.13 -2.445 -2.416 15.94 15.15 -2.437 15.13 Northbound to Old Street 15.66 CONCRETE

KERB -2.416 15.17 -2.447 -2.435 Tunnel -2.417Crown 15.05 15.21 15.17

PAVING u/s 3.99 15.06

15.75 SLABS Change in Tunnel Diameter Tunnel in Change 15.19 15.18 15.14 -2.419 15.22 15.18 15.23 -2.434 15.12 Running Rails KERB DROP -2.422 KERB DROP 15.80 15.35 15.35 15.25 15.24 15.12 15.19

15.22 STN27 15.331 Stn.27

Inner Extent of Tunnel - Cast Iron Segments 15.45 15.26

15.41 -2.411 15.23 CONCRETE 532800.000 mE 532800.000 532800.000 mE 532800.000 15.27 15.20 15.55 PAVING 15.50 SLABS 15.28 15.32 15.64 15.55 15.57 15.34 15.72 15.65 15.65

15.74 L A C K I N G T O N S T R E E T E E R T S N O T G N I K C A L 15.41 15.68 15.84 15.73 15.39 15.29 15.73 15.36 15.49 15.78 15.62 15.91 16.07 15.99

181740.000 mN 181760.000 mN 181780.000 mN 181800.000 mN 181820.000 mN 181840.000 mN 181860.000 mN 181880.000 mN 532820.000 mE 532820.000 mE 532820.000 1. The origin and orientation of the survey is to Site Grid Coordinate 12. SAL Job Reference is 1578-02. 11. The difference in level between LUL datum and OS is: 10. Line styles, line weights and colours are compliant to LUL CAD Standards. STN05, STN07, STN10, STN22, STN27 and STN29. Datum System. LUL Datum - 99.949m = Site Datum. 4. This drawing shows National Rail Southbound and Northbound tunnels Data) has been supplied by client and not checked or verified Please exercise extreme care if used at a larger scale. in correlation with surface topographic survey. 2. The survey is based on original Site control stations STN02, STN04, 5. Topographic Data in layers "Client_Supplied_Survey_80" (Topographical 3. This is a digital survey and only accurate at the scale which specified. of the tunnels. used for any other purpose. Source drawing ref: 9027-02.dwg Survey Associates. This is for diagrammatic purposes only and should not be prior to design and construction. 8. Soffit levels which have been prefixed with u/s text represent the inner infrastructure and various platform rooms between 9 10. inside platform rooms. Please be aware of the presence sub-platform 9. Critical clearance dimensions, levels and invert should be checked 7. In all cases survey readings have been taken to the internal faces / levels on the soffit. The soffit within station grounds is cladded. 6. Note that no survey works has been undertaken below platform level and finishes. Allowances must be made when determining the external position No. Telephone +44 (0) 845 450 4210 - Facsimile 4220 SURVEY ASSOCIATES LTD Project : Client : Sheet : Title : Sheet : Project No : Date of Survey : Scale : LAND AND ENGINEERING SURVEYORS 0 STN29 532788.368 181781.659 14.597 STN27 532799.144 181849.525 15.333 STN22 532774.107 181793.151 14.290 STN10 532733.730 181785.895 14.072 STN07 532691.550 181804.890 14.038 STN05 532695.187 181880.045 15.430 STN04 532698.186 181915.300 16.154 STN02 532815.278 181916.212 16.414 Name u/s Key & Abbreviations 22/01/2019 River Way , Uckfield East Sussex TN22 1SL . Date E-mail: [email protected] Unit F , Eden House The Office Village Visit us @ www.survey-associates.co.uk 1 : 200 C/O Old Park Plane Management Ltd Inner Crown of Tunnel - Soffit Levels SAL 1578-02 01 Rev0 1 20 Ropemaker Street of Easting [m] Great Elm Assets Ltd. Correlation Survey 1578-02 Original Site Survey - Correlation Control Stations (Site Grid) Site Grid North 17 Old Park Lane January 2019 W1K 1QT Revisions London London Notes Sheet Size : Checked By : Drawn By : Northing [m] Description Level [m] T. Clatworthy Jiri Kminek A0 REGISTERED Certificate Number: GB 1461 ISO 9001 Q S FIRM M A-squared l Studio

APPENDIX B – WATERMAN’S LOAD TAKEDOWN (EXISTING BUILDING)

5250 13500 6000 13500 6000 13500 6000 13500

A A 0 5 2 5 C72 C73

B B 0

0 A4 5 7

F B1

C C

E 0

0 0 C80 C81 0 0 0 9 9

C53 C54 C55 C56

C83 D D C82 C85 C45 C44 C100 D3 C99

0 0 C42 5 7

C40 C84 C39 A1 LB H C91 D2 C34 C35

0 0 C88 5 J 1 C98

C97 C90 C25 C94

C122 C23 C24

C96 C89 D1 C18 C20

C13 C95 2 1

C11 C93 F

LIVE LOAD: 71 kN/m² C92 A1 3 DEAD LOAD: 105 kN/m² C8 LIVE LOAD: 62 kN/m² 4 A2 DEAD LOAD: 109 kN/m² A3 A2 LIVE LOAD: 53 kN/m² A3 DEAD LOAD: 166 kN/m²

5 G LIVE LOAD: 53 kN/m² A4 DEAD LOAD: 166 kN/m² 6 LIVE LOAD: 35 kN/m² B1 DEAD LOAD: 48 kN/m²

LIVE LOAD: 43 kN/m² C1 DEAD LOAD: 81 kN/m² 7

LIVE LOAD: 50 kN/m² H D1 DEAD LOAD: 75 kN/m² 8 1 350 0 J LIVE LOAD: 40 kN/m² D2 DEAD LOAD: 67 kN/m²

LIVE LOAD: 14 kN/m² NOTE: NO LIVE LOAD REDUCTION HAS D3 9 DEAD LOAD: 26 kN/m²

LIVE LOAD: 18 kN/m² LB BEEN TAKEN IN THE LOADS PROVIDED DEAD LOAD: 24 kN/m² A-squared l Studio

APPENDIX C – EXISTING BUILDING DRAWINGS

Uncontrolled Uncontrolled Uncontrolled Copy Copy Copy Confirm Confirm Confirm validity validity validity before use before use before use

Uncontrolled Uncontrolled Copy Copy Confirm Confirm validity validity before use before use

Uncontrolled Uncontrolled Uncontrolled Copy Copy Copy Confirm Confirm Confirm validity validity validity before use before use before use

A-squared l Studio

APPENDIX D – ADOPTED GROUND MODEL

20 Ropemaker Street Revision 00 Ground Movement Assessment Report (Demolition) March 2019 Copyright © A-squared Studio Engineers Ltd One Westminster Tel: +44 (0)20 7620 2868 Bridge Road Sheet No. 1 of 2 London e-mail: [email protected] SE1 7XW http://a2-studio.com/ Enq. 881 Con. No.

Calculated by : JW Date : 06/03/2019 20 Ropemaker Street London Checked by : AF Date : 06/03/2019 Geological Section

LEVEL LEVEL (mOD/RL) (mOD/RL) 16 Historical-BH2 16 Historical-BH1 Historical-BH3 15 15 Crossrail-L43 Crossrail-L5 Crossrail-L27 Crossrail-L40R Crossrail-L44 Design Borehole 14 MG 14 MG MG 13 13 Made Ground 12 8MG MG 12 MG MG MG RSK-BH03 RSK-BH04 11 Alluvium / RTD Alluvium / RTD Alluvium / RTD 13 11 MG 10 (42) 14 10 6 Weathered LC (77) Alluvium MG 9 Weathered LC Weathered LC 46 RTD 9 (87) 10 River Terrace Deposits (85) Alluvium RTD RTD 23 8 RTD 8 RTD Weathered LC Weathered LC Weathered LC 7 (117) RTD Weathered LC Weathered LC (90) 7 Reworked LC 15 11 (115) LC LC 6 22 6 (170) 15 5 5 (114) 22 4 (85) 18 4 (213) 3 24 20 3 (131) (115) 2 22 23 2 (215) 1 25 1 LC (241) 31 21 0 31 0 (148) LC LC -1 -1 39 (154) -2 (169) -2 22 (151) 28 -3 39 -3 (149) (151) -4 -4 LC London Clay -5 (372) LC -5 30 (142) LC LC -6 -6 (167) -7 45 (190) -7

-8 (378) -8 51 36 -9 -9 (241) 34 (156) -10 47 -10 (253) -11 -11 38 -12 42 -12 -13 -13

-14 -14 34 34 41 -15 -15 (238) (291) -16 48 -16 -17 -17 86 73 -18 56 -18 -19 (292) -19 71 LG -20 -20 64 46 -21 LG -21

-22 -22 130 Lambeth Group -23 -23 93 LG -24 150 -24

-25 59 -25

-26 -26

-27 -27

-28 -28

SPT'N' and triaxial test results shown with Cu data (bracketed) CALCULATION SHEET

One Westminster Tel: +44 (0)20 7620 2868 Bridge Road Sheet No. 2 of 2 London e-mail: [email protected] SE1 7XW http://a2-studio.com/ Enq. 881 Con. No.

Calculated by : JW Date : 06/06/2019 20 Ropemaker Street London Checked by : AF Date : 06/06/2019 Geological Section

Cu .vs. SPT N relationship : f1 = 4.50 Cu .vs. U100 blows relationship : F = 2.25 Graph of Level . vs . SPT 'N' in All Soils Graph of Level .vs. All Shear Strength Data in Clay Soils

Triaxials tests SPT 'N' x f1

11 U100 blows x F Design line

-4

-9

Level(mOD/mAOD/mRL) -14

-19

-24

-29 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500

Undrained Shear Strength, Cu (KPa) A-squared l Studio

APPENDIX E – ASSESSMENT OUTPUT

SHORT-TERM OUTPUT

A-squared Studio Engineers Limited One Westminster Bridge Rd London SE1 7XW [email protected] www.A2-studio.com