150Ø/100

1200Ø/250

225Ø/14

.3

Plot 1FFL +107.950

Plot 2FFL +108.000

Plot 3FFL +106.500

Plot 4FFL +105.300

Plot 5FFL +104.500

Plot 6FFL +104.750

Plot 7FFL +104.250

Plot 8FFL +103.700

Plot 9FFL +103.900

Plot 11FFL +102.150

Plot 12FFL +101.850

Plot 13FFL +102.300

Plot 14FFL +102.600

Plot 15FFL +102.600Plot 16

FFL +102.600

Plot 17FFL +101.250Plot 18

FFL +101.250Plot 19

FFL +101.250

Plot 50FFL +107.600

Plot 51FFL +106.700

Plot 52FFL +106.100

Plot 53FFL +105.500

S

V

P

SV

PRW

RW

RW

RW

RWRW

RW

RW

SVP

SVPBIG

BIGSVP

SVP

F13

F11

150Ø/4

150Ø/12

150Ø/80

150Ø/125

S20

150Ø/12

150Ø/

S.O.P.2

S.O.P.1

S.O.P.3

AC

CE

SS

R

OA

D 1

AC

CE

SS

RO

AD

2

1

0

1

.1

5

1

0

0

.7

7

100.04

99.46

98.50

97.67

98.03

9

8

.1

2

97.80

97.29

9

8

.

4

4

99.30

100.05

1

0

0

.3

6

100.58

101.05

101.10

DR

DR

DR

EICEIC

WST

WST

FL100.20

100.99

1

0

0

.7

3

100.46

101.02

100.60

100.12

99.69

99.26

98.72

9

8

.4

1

IC

CL99.56

WST

FH

MH

CL98.42

O

T

9

7

.6

5

IL97.90

D

S

W

Sw

S

w

TARMAC

PA

VIN

G

BURIED

225

225

100

100

FLOODED

S.O.P.14

EX 22

5Ø

BURRIED MH

SWMH-2 UTL

EX 225Ø

EX 15

0Ø

S08

S09

1200Ø/250

S01

S02

1050Ø/250

1050Ø/250

S10

F05

F12

F14

F15

S21

RGBD 102.300

RGRG

RG RGS1/100

100Ø/60100Ø/60

100Ø/36100Ø/60

100Ø/42

100Ø/42

RETAINING WALL 1

RW

RGRW

RG

SVP

SVP

SVP

BIG

BIG

RW

RW

RW

RW

RW

SVP

RWRW

RWRW

RWRW

RW

RWRW

SVP

RW

Plot 10FFL +103.300

SVP

SVPBIG

BIG

RW

RWRW

RW

RG

RG

RG

RG

RG RG

RW

RW

S22

SVP BIGRW

RW

RWRWRW

RW

RW

RW

RW

RW

BIG

SVPBIG

F1/100

S1/102

S1/101

S3/106

S3/100

S3/101

150Ø/100

150Ø/125

150Ø/42

150Ø/100

BD 102.300

S3/107

S3/102

S3/103S3/104

S3/105

F1/101

F1/103

F1/104 F1/105

F3/100

F3/101

F3/102

F3/103

F3/104

F3/105

F3/106

F3/107

F3/108

F3/109

F3/110

F3/112

S7/100

S7/107

S7/101

S7/102

S7/105

S7/106

F7/100 F7/101

F7/104

F7/105

F7/106

F7/107F7/108F7/109

F7/110

F7/102

S13/100

S13/101S13/102

S13/103S13/104

S13/105S13/106

F13/100F13/101 F13/102

RW

F13/103F13/104

F13/105F11/100

F11/101

F11/104 F11/103

S11/101

S11/102S11/103

RW

RW

RWSVP

BIG BIG

SVP

RW RW

RW RW

RW

RW

RW

S1/103

S3/108

RW

BIG

BIGRW

150Ø/

100Ø/80

100Ø/80

100Ø/80

150Ø

/100

F11/102

RW

RW

RWRW

S50/100

S50/101

S50/102S50/103

S50/104

S50/105

S50/106S50/107

S50/108

S50/109

F50/100

F50/101

F50/102

F50/103

BIGRW

100Ø

/80

F7/103

S7/103

S7/104

S11/100

S54/101

S54/105

S3/109

RW

RW

F1/102

100Ø

/6

S50/104

100Ø

/60

GARAGEFFL +106.920

100Ø

/16

100Ø

/60

100Ø/60

RW

S50/110

100Ø

/11

100Ø/8.3

100Ø

/14

100Ø

/2.4

150Ø/125

150Ø/20

100Ø/24

125x150 Bullnose Kerb (BN) - 25mm

50x200 Flat Top Edging (EF)

KERB TYPES

Drop Kerb (1@1:12 gradient)

125x255 Half Batter Kerb (HB2) - 100mm

HB2 BN

Tangent point & Kerb Radius

DK

125x150 Bullnose Kerb (BN) - 40mm

125x150 Bullnose Kerb (BN) - Flush

R2000

PROPOSED LEVELS

PROPOSED HARDSTANDING GRADIENTS

GENERAL

ROAD CENTRE LINE AND CHAINAGEch47.12

SLOPE CHANGE (ie RIDGE, VALLEY or FOLD)

RIDGE

PROPOSED PUBLIC SEWERS & MANHOLES (Subject to S104 ADOPTION)

150Ø/75

150Ø/90

NEW Foul Public Sewer

NEW Stormwater Public Sewer

NEW Combined Public Sewer150Ø/75

Ad

op

te

d

INDICATES EASEMENT ZONE TO PUBLIC SEWER (SEEG.A. PLAN FOR OFFSET DISTANCES FROM PIPE).

C??

F??

S??

NEW Filter Drainage

MANHOLES & INSPECTION CHAMBERS

ACCESS FITTINGS/CONNECTIONS

DRAINAGE RUNS (Existing Private/Public & Proposed Private)

150Ø/75

150Ø/90

Pipe Diameter/Gradient

Existing Combined Sewer

NEW Foul Drainage

NEW Stormwater Drainage

Existing Stormwater Drainage

NEW Combined Drainage

150Ø/75

150Ø/75

EX 150Ø/90

EX 150Ø/90

CONCRETE MANHOLE RINGS (Type B

or E) - BD indicates 'Back Drop'

RECTANGULAR BRICK OR

CONCRETE MANHOLES (Type C or D)

POLYPROPYLENE INSPECTION CHAMBER(PPIC) or REDUCED ACCESS (RA PPIC)

MINI ACCESS CHAMBER (MINI AC)

WO WASTE OUTLET

BACK INLET GULLY

FLOOR GULLYFG

BIG

SOIL VENT PIPESVP

RG

RW

SP

RAINWATER PIPE (UNO)

SOIL PIPE

ROAD GULLY

RE RODDING EYEYG YARD GULLY

Existing Foulwater SewerEX 150Ø/90

Grubbed/Grouted Up

Grubbed/Grouted Up

(SP), (RW) etc INDICATES INTERNAL RODDABLE ACCESS TO BE PROVIDED

BD

Concrete encasement

BD

F## S## C##

BD

F=Foulwater, S=Stormwater, C=Combined

S(CP)= Stormwater Catchpit

Grubbed/Grouted Up

Concrete encasement

Concrete encasement

ST

OR

MW

AT

ER

FO

ULW

AT

ER

LINEAR DRAINAGE& OUTFALL UNIT

F=1183 Sq.m

G=802 Sq.m

A=498 Sq.m

B=990 Sq.m

C=1100 Sq.m

D=428 Sq.m

E=896 Sq.m

J=652 Sq.m

S06

2501 - MANHOLECL 99.550IL 97.270

S12

1050Ø/250

150Ø/100

1200Ø/250

225Ø

/14.3

F02

150Ø/125

H=630 Sq.m

Plot 1

FFL +107.950

Plot 2FFL +108.000

Plot 3FFL +106.500

Plot 4

FFL +105.300

Plot 5FFL +104.500

Plot 6

FFL +104.750

Plot 7

FFL +104.250

Plot 8

FFL +103.700

Plot 9FFL +103.900

Plot 11FFL +102.150

Plot 12

FFL +101.850

Plot 13

FFL +102.300Plot 14

FFL +102.600

Plot 15FFL +102.600Plot 16

FFL +102.600

Plot 17FFL +101.250Plot 18

FFL +101.250Plot 19

FFL +101.250Plot 20

FFL +101.500

Plot 21

FFL +101.500

Plot 22FFL +101.750

Plot 23FFL +101.750

Plot 24FFL +101.350

Plot 25

FFL +101.200

Plot 26

FFL +101.200Plot 27

FFL +100.750Plot 28

FFL +100.750Plot 29FFL +100.750

Plot 30

FFL +100.750

Plot 31

FFL +100.800

Plot 32FFL +100.800

Plot 33FFL +100.800

Plot 34

FFL +100.800

Plot 35

FFL +102.100

Plot 36

FFL +102.100

Plot 37

FFL +102.400

Plot 38

FFL +102.700

Plot 3

9FF

L +10

2.500

Plot 4

0FF

L +10

2.500

Plot 41FFL +102.500

Plots 42-46FFL +102.750

Plot 47

FFL +105.400

Plot 50FFL +107.600

Plot 51FFL +106.700

Plot 52

FFL +106.100

Plot 53

FFL +105.500

Plot 54FFL +105.500

LOUNGE

HALL

DINING

KITCHEN

SVP

SVP

lounge

hall

dining

kitchen

RW

RW

RW

RW

RWRW

RW

RW

SVP

SVPBIG

BIGSVP

SVP

F13

F11

150Ø/4

150Ø/12

150Ø/80

F06

F07

F08

F09

F01

F10

150Ø/125

150Ø/125

150Ø/125

150Ø/125

150Ø/80

150Ø/60

S20

150Ø/12

150Ø/

S.O.P.2

S.O.P.1

S.O.P.3

AC

CE

SS

RO

AD

1

ACCESS ROAD 2

S.O.P.4

S.O.P.5

S.O.P.6

S.O.P.7

S.O.P.8

S.O

.P

.9

S.O.P.11

S.O.P.10

kitchen

dining

lounge

hall

w.c

kitchen

dining

lounge

hall

w.c

kitchen

dining

lounge

hall

w.c

hall

store

1

0

1

.1

5

1

0

0

.7

7

100.0

4

9

9

.4

6

9

8

.8

3

9

8

.6

7

98.3

8

9

8

.0

1

97.3

9 9

7

.6

4

98.0

5

98.6

7

G

98.50

98.6

0

98.4

2

9

8

.2

3

9

7

.8

8

PT

PT

97.0

9

DR

FL98.04

FL98.20

FL98.35

WST

9

7

.0

9

9

7

.1

7

G97.00

97.1

8

9

7

.6

7

9

8

.0

3

98.1

2

97.8

0

9

7

.2

9

9

8

.4

4

9

9

.3

0

100.0

5

1

0

0

.3

6

1

0

0

.5

8

101.0

5

1

0

1

.1

0

DR

DR

DR

EICEIC

WST

WST

FL100.20

100.9

9

1

0

0

.7

3

100.4

6

1

0

1

.0

2

1

0

0

.6

0

1

0

0

.1

2

9

9

.6

9

9

9

.2

6

9

8

.7

2

9

8

.4

1

IC

CL99.56

WST

FH

MH

CL98.42

PT

PT

9

3

.3

5

9

3

.6

3

9

4

.1

5

9

4

.4

7

94.9

5

9

5

.3

6

9

5

.7

9

9

6

.4

7

9

6

.8

7

9

7

.0

5

9

6

.4

5

96.0

0

9

5

.6

6

9

5

.2

2

94.5

6

9

5

.0

2

PT

PT

9

3

.7

3

9

4

.5

2

MG

MG

9

6

.9

3

9

6

.3

8

95.8

7

9

5

.3

4

94.8

1

9

4

.2

0

9

3

.6

5

9

3

.3

5

9

2

.9

9

9

7

.6

5

96.7

4

9

5

.8

1

9

5

.5

9

95.2

3

9

4

.6

2

9

4

.5

0

9

4

.3

2

9

3

.6

6

9

3

.2

8

9

3

.0

7

9

2

.7

8

9

4

.0

8

94.37

MH

CL93.96

DO3

DO4

IL97.90

MH

CL94.82

IL93.86

D

S

W

Sw

Sw

S

w

CH

\L

Sw

Sw

ST

ON

E W

ALL

Sw

VEGETATION

DENSE

DENSE

VEGETATION

G

R

A

V

E

L

T

R

A

C

K

TARMAC

P

A

V

IN

G

No.1

No.3

END HOUSE

P

A

V

IN

G

CO

NC

BURIED

225

225

100

100

FLOODED

UTL

600

600

UNABLE TO DETERMINE

PIPE SIZE

PIPE NOT VISIBLE

FROM SURFACE

150Ø/125

150Ø/125

S.O.P.12

S.O.P.13

ACCESS ROAD 4

A

C

C

E

S

S

R

O

A

D

3

S.O.P.14

150Ø/125

IL 97.495

F01

225Ø/150

F02

150Ø/100

PUBLIC SEWER MANHOLE 2501

SWMH-3CL 99.960IL 98.000DEPTH 1.97m

BURRIED MH

SWMH-2 UTL

S08

S09

225Ø/150

HYDRO 1S04

1200Ø/250

S01

S02

1050Ø/250

S03

1200Ø/250

S15

225Ø/150

BD

HYDRO 2

225Ø/150

225Ø/150

S05

1050Ø/250

S07

1200Ø/250

1050Ø/250

S14

S13

1200Ø/250

225Ø/150

1200Ø/250

1200Ø/250

1050Ø/250

S10

S16

S17

S18 HYDRO 3

S19 HYDRO 4

F05

S11150Ø/100

225Ø/52.5

150Ø/100

F03

F04

150Ø/125

RETAINING WALL 2

150Ø/125

F16

RG

F16

F17

BD 99.800

150Ø/60

F17

99.800

150Ø/60150Ø/60

BD

F12

F14

F15

S21

F18

BD 99.820

150Ø/34

RGBD 102.300

RG RG

RG RGS1/100

100Ø/60100Ø/60

100Ø/36100Ø/60

100Ø/42

100Ø/42

RETAINING WALL 1

RW

RG RW

RG

SVP

SVPSVP

BIG

BIG

RW

RW

RW

RW

RW

SVP

RWRW

RWRW

RWRW

RW

RWRW

SVP

RW

Plot 10

FFL +103.300

SVP

SVPBIG

BIG

RWRW

RW

RW

RG

RG

RGRG

RGRG

RG

RG

RG

RG

RG

RG

RG

RG

RG RG

RG

RG RG

RG

RG

RW

RW

S22

SVP BIGRW

RWRW

RWRW

RW

RW

RW

RW

RW

BIG

SVPBIG

F1/100

S1/102

S1/101

S3/106

S3/100

S3/101

150Ø/100

150Ø/125

150Ø/42

150Ø/100

BD 102.300

S3/107

S3/102

S3/103S3/104

S3/105

F1/101

F1/103

F1/104 F1/105

F3/100

F3/101

F3/102

F3/103

F3/104

F3/105

F3/106

F3/107

F3/108

F3/109

F3/110

F3/112

S7/100

S7/107

S7/101

S7/102

S7/105

S7/106

F7/100 F7/101

F7/104

F7/105

F7/106

F7/107F7/108F7/109

F7/110

F7/102

S13/100

S13/101S13/102

S13/103S13/104

S13/105S13/106

F13/100F13/101 F13/102

RW

F13/103F13/104

F13/105 F11/100

F11/101

F11/104 F11/103

S11/101

S11/102S11/103

RW

RW

RWSVP

BIG BIG

SVP

RW RW

RW RW

RW

RW

RW RW

RWRW

RETAINING WALL 3

RETAINING WALL 4

RW RW

RWRW

RWRW

RW

RW

RWRW

RWRW

RWRW

BIG

BIG

BIG

100Ø/60

RW

RW

RWBIG

BIG

RW

BIG

RW

RW

RW

RW

RW

RW

BIG

BIG

BIGRW

RW

RW

RW

RW

RW

RW RW

BIG

RW

S1/103

S3/108

RW

BIG

BIGRW

150Ø/

100Ø/80

100Ø/80

100Ø/80

150Ø

/100

F11/102

RW

RW

RWRW

S50/100

S50/101

S50/102S50/103

S50/104S50/105

S50/106S50/107S50/108

S50/109

F50/100

F50/101

F50/102

F50/103

BIG

BIG BIG RW

100Ø

/80

F7/103

S7/103

S7/104

S11/100

S54/100

S54/101

S54/102

S47/100S47/101

S47/102

S47/103

S35/100

S35/101

S35/102

S35/103

S35/104

S35/105

F35/100

F35/101

F35/102

F35/103

F35/104

F35/105

F35/106

F35/107

S38/100

S38/101

S38/102

S38/103

S38/105

S38/106

S38/107

S38/108

F38/100

F38/101

F38/102

F38/103

F38/104

F38/105

F22/100S38/104

S54/103

S54/104

S54/105

S3/109

RW

RW

C

100Ø/80

100Ø/80

F1/102

100Ø/26100Ø/48

RW

RW

RW

RW

100Ø/36

100Ø/60

100Ø/46

100Ø/40100Ø/60 100Ø/60

100Ø/22

100Ø/22100Ø/16100Ø/13

100Ø/20100Ø/40

100Ø/40

100Ø/60

100Ø/60100Ø/60

100Ø/60

100Ø/60

100Ø

/60

RW

55

00

6560

HATCHED AREA DENOTES

EXTENT OF TEMPORARY

ROAD CONSTRUCTED WITH A

BOUND SURFACE TO

PREVENT LOOSE MATERIAL

BEING SPREAD ONTO THE HIGHWAY

REMAINDER OF TEMPORARY

ROAD TO BE MADE UP OF

300mm TYPE 1 SUB BASE,

WELL CONSOLIDATED.

S31/102

RW

S31/104

RW

RW100Ø/60

SVP

F31/103

BIG SVP

SVP

F31/104

100Ø/40

100Ø/40

F31/105

S31/103

F31/106RW

BIG

RWSVP100Ø/40

100Ø/13

100Ø/13

RWS31/100

RW 100Ø/60BIG

F31/100

100Ø/40

F31/101

BIG RW

RW100Ø/40

F31/102100Ø/10

100Ø/15

150Ø/10

RW

RW

S31/101

RW RW

RW

S27/103F27/106100Ø/43

100Ø/60RW

F27/105

100Ø/11

F27/104

S27/102

S27/101

RW

F27/103

RW

F27/107

100Ø/60

100Ø/40100Ø/60

100Ø/5

RW

S27/100

RWRW

BIGBIG

BIGBIG

F27/101

F27/100

100Ø/40

100Ø/60F27/102

100Ø/40

100Ø

/6

S50/104

100Ø

/60

GARAGE

FFL +106.920

100Ø

/16

100Ø

/60

100Ø/60

RW

S50/110

100Ø

/11

100Ø/8.3

100Ø

/14

100Ø

/2.4

150Ø/125

150Ø/20

150Ø

/10

150Ø

/6

S22/103

S22/104

100Ø

/40

100Ø/2

F22/104

F22/105

100Ø/40100Ø/40

F22/106100Ø/2

S22/100

BIG

BIGS22/101

F22/101

100Ø

/40

F22/102

100Ø

/30

100Ø

/40

100Ø

/40

S22/102 100Ø/7 F22/103F22/104

100Ø/3

RW

S25/100 100Ø/33S25/102

RW

RWRW

S25/101100Ø/40

SVPSPF25/101

F25/102

100Ø/40

RWS25/103BIG

100Ø/16

100Ø/40

RW

S25/105

100Ø

/60

100Ø

/3

F25/100

100Ø/22

F25/103 F25/104 BIG

S25/104

RW

100Ø/19

100Ø/11

100Ø

/2

100Ø/24

3002

COATED MACADUM TO ACCESS ROAD30 Dense wearing course (10mm size) to BS 4987 clause 7.450 Dense base course (20mm size) to BS 4987 clause 6.575 Dense roadbase to BS 4987 clause 5.2250 Granular Sub-base Type 1 to DTp Spec Cl.803

ACCESS ROADS

PURPOSE OF ISSUE

TITLE

PROJECT

JOB No.

JUNE 2017AJP

DATECHECKED

CLIENT

TO

DRAWN

Watson House, 45 Waterloo Road, Stockport, Cheshire, SK1 3BJtelephone: +44 (0)161 480 2833, facsimile: +44 (0)161 477 3939email: apce@atkinsonpeck.co.uk, web: www.atkinsonpeck.co.uk

pecconsulting engineers

consultancy engineering business environment

ace

DESCRIPTIONDATEREV. DRN

@ SHEET SIZESCALE

A0

DRAWING NOT TO BE SCALED

1:200

DRAWING No.

04REVISION

D/

RESIDENTIAL DEVELOPMENT,

CHAPEL HILL, LONGRIDGE,

PRESTON

CHROME (SERVICES) LTD

C19431

DRAWING OVERLAP

21 2

DRAWING KEY

EXTERNAL WORKS G.A.

SURFACE WATER & FOUL DRAINAGE

SHEET 2

PRELIMINARY

LEVELS ARE RELATED TO OSGM02

(OSGM02 CONVERTS GPS ELLIPSOID HEIGHTS TO

ORTHOMETRIC HEIGHTS ABOVE MEAN SEA LEVEL)

COORDINATES ARE RELATED TO NATIONAL GRID (GPS)

KEY TO MANHOLE SCHEDULE

WHERE PPIC's OR REDUCED ACCESS PPIC's (RA PPIC's) ARE LOCATED IN'PRIVATE' DRIVEWAYS THE MANHOLE IS TO BE ENCASED IN CONCRETE ASDETAILED ON DRAWING C19431/06. IN THE MANHOLE SCHEDULE, THOSEMANHOLES AFFECTED ARE DESIGNATED :

WHERE PPIC's (or RA PPIC's) ARE LOCATED IN 'SHARED ACCESS' DRIVEWAYS THEMANHOLE IS TO BE ENCASED IN CONCRETE AND PROVIDED WITH A SEPARATE600x600 MANHOLE COVER AS DETAILED ON DRAWING C19431/06. IN THEMANHOLE SCHEDULE, THOSE MANHOLES AFFECTED ARE DESIGNATED :FOR RA PPIC's, A SEPARATE REDUCED ACCESS COVER (OR OTHER MEANS OFRESTRICTED ENTRY) IS ALSO TO BE PROVIDED AT THE LOWER LEVEL

PBST INDICATES POLYSTORM BASIC SILT TRAP.

B125

C250

D 11/09/17 TO GRUBBING OUT ADDED TO EXISTING DRAINAGE

C 25/08/17 TO FOUL WATER MAIN DRAINAGE & ROAD GULLIES ADDED(PLOT DRAINAGE WORK IN PROGRESS)

B 17/08/17 TO MAIN STORM WATER PIPES ADDED

A 31/07/17 TO S.O.P. ADDED AND S.O.P. COORDINATES ADDED

REF

X = 360434.604 Y = 436679.717

EASTING NORTHING

S

S

S

S

S

S

S

S

S

S

S

S

S

S

OP1

OP2

OP3

OP4

OP5

OP6

OP7

OP8

OP9

OP10

OP11

OP12

OP13

OP14

X = 360437.675 Y = 436669.998

X = 360442.628 Y = 436622.345

X = 360365.083 Y = 436614.280

X = 360350.753 Y = 436617.683

X = 360341.306 Y = 436616.696

X = 360320.698 Y = 436614.545

X = 360292.491 Y = 436628.950

X = 360259.076 Y = 436609.707

X = 360236.174 Y = 436591.488

X = 360230.661 Y = 436585.353

X = 360250.745 Y = 436564.991

X = 360343.417 Y = 436574.636

X = 360400.874 Y = 436580.613