GPR DEPTH =0.6

GPR DEPTH =0.4

GPR DEPTH =0.5

GPR

GPR DEPTH =0.8

GPR DEPTH =0.3

GPR DEPTH =0.3

138.05

138.09

137.97

138.05

138.23

138.46

138.

351 3

8 .3 9

STEEL MESH

STEEL MESH

ST

EE

L M

ES

HS

TE

EL

ME

SH

EOT,

OSA

DIA

100M

M

DIA100MM

EOT,OSA

EO

T,O

SA

138.35

137.65

137.

59137.60137.63

137.

6 2

136.71

136.69136.75

136.77137.67

137.97

137.90

1 37 .48

137.98

137.97

137.93

137.49

137.51

137 .

46

137.91137.90

137.67

1 37 .

711 3

7 .61

137.

42

137.43

137.

6013

7.72

137.88 137.81

137.

8313

7.86

137.65137.44137.36137.46

137 .

631 3

7 .7 6

137.86

137.81 137.77 137.76137.58

1 37.

601 3

7.56 137.43

137.

4 3

137.3

9

137.3

3

137.2

7

137.1

8

137.

05

1 37 .131 36 .91

136.73

137.49

137.32

137.2

3

137.

22

137.

22

137.12136. 94

137.2

5

137.0

9

137.0

1

136.

8 713

6.7 9

1 36.

7 01 3

6.55

137.

661 3

7 .62

1 37 .

651 3

7.68

138.055mH

366443.174mN

324424.097mE

137.707mH

366460.176mN

324426.525mE

137.544mH

366460.202mN

324437.354mE

137.562mH

366492.677mN

324439.372mE

137.294mH

366478.890mN

324443.403mE

136.722mH

366498.963mN

324455.858mE

PMS05A

PMS05

PMS04

PMS03A

PMS03

PMS02

137.75 137.69

137.

67

136.

9 2

137.97

137.93

137.96

137.78 137.77

137.73

137.73

138.08

137.95

137.87

137.98

138.03

138.07

137.81 137.90

137.54

137.44

137.71

1 36 .87

136.87

137.00

137.10

137.26

137.27

137.47

137.61

RL

143.

25m

RL

1 44 .

6 7m

TP

GG

G

G

G

G

G

G

G

G

G

PA

VIN

G

UNABLE TO GPR WOODED AREA DUE TO UNEVEN GROUND

SHED

SHED

SHED

BLO

CK

GRAVEL

GRAVEL

CONCRETE

TARMAC

TARMAC

TARMAC

TARMAC

BLO

CK

PA

VIN

G

140.

33

140.32

140 .

2914

0 .31

IL 136.56m

IL 136.89m

COVER SEIZED

IL 136.65m

CL 137.41mMH

CL 137.52mMH

CL 137.34mMH

CL 137.73m

CL 137.76m

CL 137.35m

MH UTL

MH

MH

CL 137.45mMH

CL 137.55mMH

CL 137.59mMH

CL 137.61mMH

CL

137.

18m

MH

CL 137.59mMH

137.83

137.94

137.98

137.94 137.70

137.48

137.91

138.18 138.51

137.83 137.83

137.46

137.51

137.61

137.43

137.51

137.84

137.99 137.72

137.73137.97

137.98

137.56

137.62

137.55

137.23

137.04

136.83

136.91

136.76

136.67

137.73

136.72136.75

136.

7313

6.94

137.16

137.06

137 .

06

137.

18

137.33

137.42

137.57

137 .67137.6 1

137.45

137.35137.22

137.

06

136.

98

136.96137.04

136.

8413

6.70 136.66 136.63

136.55

138.13

137.97

137.30

136.80

137.

36

137.38137.47

137.

4713

7.52

137.68137.96

138.

1513

7.98

137.87137.

76

MIS

C. F

EN

CE

137.65137.76

MISC. FENCE

137.73

137.

98

137.

9813

7.98

MISC. FENCE

137.95

137.72137.46

MISC. FENCE

137.

97

137.

94

137.

96

137.

89

MIS

C. F

EN

CE

MIS

C. F

EN

CE

MIS

C. F

EN

CE

136.

5 8

136.

7 11 3

6 .7 8

136.

8213

6.95

137.0

4

137.1

4

137.2

4

137.3

3

136.78137.67

136.76

137 .89

137.96I/R

137.32

137.36

137.48

137.57

137.65137.86

136.54136.551 3

8.35

1 38.

36

138.36

137.

36 137.45

137.50

137.

73

137.62

137.

64

137.75

137.

6913

7.75

1 37 .

7 31 3

7 .71

1 37 .

74

1 37.

641 3

7 .4 3

137.

8 713

7.8 9

137.61

137 .

6313

7 .61

1 37 .

6 0137.85

137.

73

137.68

1 37.

43

137.71

SIGN

1.0

4.0

4.3

4.2

fall

fall

2.22.2

2.3

Existing picnic benches to be relocated

1.1

42

76

1.2

2.2

2.2

Vownog

Trees to be removed

LMA_1200 - Legend_Site_Surface

School BuildingExisting

Hard LandscapeConcrete

Hard LandscapeAstroTurf Pitch

Soft LandscapeGrass

Hard LandscapeTarmac

Hard LandscapePaving

Existing TemporaryStructures

LMA_1200 - Legend_ExistingSite_BoundaryTreatments

Existing | Various Fence/ Gate Types

Existing | Brick Wall

LMA_1200 - Legend_ProposedSite_BoundaryTreatments

Proposed | EX-FN-A | Bow Top Fence | 1.5m High

Proposed | EX-FN-B | Weld Mesh Fence

Proposed | Retaining Wall

Rev.

Drawn

Title

Project

Drawing number

Rev. Revision description Checked Date

VISUAL SCALE 1:200 @ A1

4m 16m12m8m0m

Lovelock Mitchell Architects3 Stanley Street, Chester, CH1 2LS

Tel +44 (0) 1244 404321

e-mail: admin@lovelockmitchell.comweb: www.lovelockmitchell.com

Notes

Figured dimensions are to be used in all case.Dimensions should not be scaled from drawing All existing dimensions should be checked on site before commencement of the work. Any discrepancies in dimensions should be clarified with the Architect prior to commencement of the work.No deviation from this drawing will be permitted without the prior written consent of the Architect.This drawing is to be read in conjunction with all the relevant Mechanical and Electrical drawings.This drawing is to be read in conjunction with the relevant Structural Engineer's drawings, structural calculations and recommendations.This drawing is to be read in conjunction with the relevant Fire Safety Strategy drawings

This drawing is copyright and to be returned to the architect on completion of the contract.

LMA Project

A1

This drawing must be printed in colour to be read correctly

P4

F:\1700-1799\1709 - Wynne - Flintshire Early Years Centres\1_WIP\1.1_M3_3DModels\RevitCentral\EYC-LMA-01_Model_Site\EYC-LMA-06-XX-M3-A-0001_SiteModel.rvt

Flintshire Early Years CentersSychdyn C.P. School, Vownog, Sychdyn,Mold CH7 6ED

Site_Plan_Proposed

1709 EYC-LMA-06-XX-DR-A-1200Scale: 1 : 200

Site_Plan_Proposed1

LMA_1200 - Schedule_ProposedSite_AnnotationKey

No. Annotation

1.0 Structures

1.0 Proposed | Classroom Module

1.1 ReLocated | Existing Shed Relocated TBC

1.2 Proposed | Freestanding 4m x 4m shelter

2.0 Access

2.2 Proposed | Secure Pedestrian Double Leaf Gate

2.3 Proposed | Secure Pedestrian Single Leaf Gate

4.0 Site

4.0 Proposed | Hard Play 89sqm

4.2 Proposed | Habitat 37sqm

4.3 Proposed | Soft Play Grass 98sqm

LMA_1200 - Schedule_Railing/Fence_Proposed

Type Mark Family Length (m)

BowTop

EX-FN-A Railing 48

LMA_1200 - Schedule_Proposed_Gates

Type Mark Family Count

BowTop

GG_Generic_Site_Gates_Double 4

GG_Generic_Site_Gates_Single 2

LMA_1200 - Schedule_ProposedSite_DoorRestraint

Type Mark Family Count

EX-EB-A GG_Generic_GenericModel_Ext-Barrier_DoorHoop 2

P1 First issue of drawing CW TPR 23-06-20

P2 Proposed modular building floor altered andrelocated according to client comment

CW TPR 07-07-20

P3 Revised following workshop comments CW TPR 26-08-20

P4 Planning issue CW TPR 27-08-20