STANDARD DETAIL DRAWINGS - West Berks

STANDARD DETAIL DRAWINGS

ISSUE: JANUARY 2016

Highways and Transport Council Offices Market Street

Newbury RG14 5LD

INDEX OF STANDARD DRAWINGS SHEET 1 OF 2

1. THE STANDARD DRAWINGS ARE COPYRIGHT OF WEST BERKSHIRE COUNCIL AND SHALL NOT BE CHANGED IN ANY WAY WITHOUT PRIOR APPROVAL OF THE

OVERSEEING ORGANISATION.

2. THE STANDARD DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE; WEST BERKSHIRE STREET LIGHTING AND ELECTRICAL ;

THE MANUAL OF CONTRACT DOCUMENTS FOR HIGHWAY WORKS ; DESIGN GUIDES AND ALL RELEVANT CURRENT CODES OF PRACTICE.

3. ANY VARIATIONS TO THE STANDARD DRAWINGS SHALL BE APPROVED BY THE OVERSEEING ORGANISATION BEFORE CONSTRUCTION.

4. THE USE OF RECYCLED MATERIALS IS ENCOURAGED AND SHALL BE APPROVED BY THE OVERSEEING ORGANISATION.

DRAWING NO. DRAWING TITLE ISSUE

FENCING

SD/300/1 MODULAR STEEL TUBULAR GUARDRAILING

SD/300/2 ASCOT TIMBER FENCE

SD/300/3 CYCLE STAND

SD/300/4 BOLLARDS

ROAD RESTRAINT SYSTEMS (PEDESTRIAN)

SD/400/1 PEDESTRIAN RESTRAINT SYSTEM

DRAINAGE AND SERVICE DUCTS

SD/500/1 PIPES UNDER PAVED AREAS

SD/500/2 PIPES AND FILTER DRAINS UNDER VERGES

SD/500/3 SERVICE DUCTS

SD/500/4 SERVICE DUCTS - CONCRETE BED

SD/500/5 ROAD GULLY DETAILS

SD/500/6 FOOTWAY GULLY - CAST INSITU DETAILS

SD/500/7 CATCHPIT TYPE 1 PRECAST CONCRETE CONSTRUCTION

(DEPTH 1.2M-3M)

SD/500/8 CATCHPIT TYPE 2 PRECAST CONCRETE CONSTRUCTION

(DEPTH 3M - 5M)

SD/500/9 CATCHPIT TYPE 3 BRICKWORK CONSTRUCTION

(DEPTH UP TO 1.2M)

SD/500/10 SOAKAWAY - PRECAST CONCRETE CONSTRUCTION

SD/500/11 LINED DITCHES AND OUTFALLS

SD/500/12 HEADWALL TYPE 1 UPSTREAM OF PIPE BRICKWORK

CONSTRUCTION

SD/500/13 HEADWALL TYPE 2 DOWNSTREAM OF PIPE BRICKWORK -

CONSTRUCTION

SD/500/14 HEADWALL TYPE 3 - CONCRETE BAGWORK WALL

SD/500/15 HEADWALL TYPE 4 BRICKWORK CONSTRUCTION - OUTFALL DETAIL

SD/500/16 HEADWALL TYPE H1

SD/500/17 JOINTING CHAMBERS FOR TRAFFIC SIGNAL AND STREET

LIGHTING CABLES

PAVEMENT CONSTRUCTION

SD/700/1 REINSTATEMENT OF EXISTING PAVEMENTS - TYPE PR1, PR2,

PR3 & PR4

CARRIAGEWAY CONSTRUCTION

SD/900/1 PAVEMENT CONSTRUCTION THICKNESS

- MINOR ACCESS ROADS, ACCESSWAYS, MEWS COURTS AND

HOUSING SQUARES

SD/900/2 PAVEMENT CONSTRUCTION THICKNESS

- MAJOR ACCESS ROADS AND INTERMEDIATE ROADS (<250 CV/L/D)


SD/900/3 CARRIAGEWAY HAUNCHING

KERBS, FOOTWAYS AND PAVED AREAS

SD/1100/1 PRECAST CONCRETE KERBS (BN, HB2, SP)

SD/1100/2 PRECAST CONCRETE QUADRANT, SAFETY KERBS

CHANNEL AND EDGING(QHB2,CS,EF)

SD/1100/3 CONSERVATION KERBS

SD/1100/4 GRANITE SETT AND GRANITE KERB

SD/1100/5 FOOTWAYS AND VEHICULAR CROSSOVERS

SD/1100/6 CYCLEWAYS AND SHARED FACILITIES (FOOTWAY CONSTRUCTION)

SD/1100/7 CYCLEWAYS AND SHARED FACILITIES (TACTILE BLISTER PAVING)

SD/1100/8 CONCRETE PAVERS AND FLAGS FOR SIGNAL CONTROLLED

CROSSING POINTS

SD/1100/9 TRAFFIC ISLANDS

SD/1100/10 ROUNDABOUT CENTRAL ISLAND - HARD LANDSCAPING

SD/1100/11 LAYBY CONCRETE CONSTRUCTION

SD/1100/12 STEPS (REMOTE FROM THE CARRIAGEWAY

SD/1100/13 ROAD HUMP - FLEXIBLE CONSTRUCTION

SD/1100/14 ROAD HUMP - BLOCK PAVING CONSTRUCTION

SD/1100/15 GATEWAY TO SHARED ACCESS

SD/1100/16 SPEED CONTROL FEATURE

SD/1100/17 SPEED CUSHION DETAIL

SD/1100/18 BUS BOARDER TYPE 1

SD/1100/19 BUS BOARDER TYPE 2

SD/1100/20 VEHICULAR ACCESS CONSTRUCTION DETAILS

SD/1100/21 VEHICLE ACCESS GEOMETRY

SD/1100/22 PERMEABLE CONCRETE BLOCK PAVING

SD/1100/23 GRASS CONCRETE ECOLOGICAL PAVING

SD/1100/24 GRASS PLASTIC ECOLOGICAL PAVING

TRAFFIC SIGNS

SD/1200/1 TRAFFIC SIGN AND FOUNDATION DETAIL

SD/1200/2 TRAFFIC SIGN POST AND FOUNDATION SIZE

SD/1200/3 TRAFFIC SIGNAL POST FOUNDATION DETAIL

SD/1200/4 STANDARD ELECTRICAL STREET CABINET FOUNDATION DETAIL

SD/1200/5 TRAFFIC SIGNAL CONTROLLER CABINET FOUNDATION DETAIL

SD/1200/6 ILLUMINATED BOLLARD FOUNDATION DETAIL

SD/1200/7 NON ILLUMINATED BOLLARD FOUNDATION DETAIL

SD/1200/8 SPEED CAMERA ROAD MARKINGS LAYOUT

SD/1200/9 SPEED LIMIT ENTRY POINT ROAD MARKINGS

STREET LIGHTING , CCTV MAST

SD/1300/1 STREET LIGHTING & TRAFFIC SIGNALS

LIGHTING COLUMN & FEEDER PILLAR FOUNDATION DETAIL

SD/1300/2 CCTV MAST FOUNDATION

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

JAN 2016

Highways and Transport

Council Offices

Market Street

Newbury

RG14 5LD

INDEX OF STANDARD DRAWINGS SHEET 2 OF 2

1. THE STANDARD DRAWINGS ARE COPYRIGHT OF WEST BERKSHIRE COUNCIL AND SHALL NOT BE CHANGED IN ANY WAY WITHOUT PRIOR APPROVAL OF THE


2. THE STANDARD DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE; WEST BERKSHIRE STREET LIGHTING AND ELECTRICAL ;

THE MANUAL OF CONTRACT DOCUMENTS FOR HIGHWAY WORKS ; DESIGN GUIDES AND ALL RELEVANT CURRENT CODES OF PRACTICE.

3. ANY VARIATIONS TO THE STANDARD DRAWINGS SHALL BE APPROVED BY THE OVERSEEING ORGANISATION BEFORE CONSTRUCTION.

4. THE USE OF RECYCLED MATERIALS IS ENCOURAGED AND SHALL BE APPROVED BY THE OVERSEEING ORGANISATION.


ELECTRICAL WORK FOR STREET LIGHTING AND TRAFFIC SIGNS

SD/1400/1 TERMINATION TYPE 1

SD/1400/2 TERMINATION TYPE 2

SD/1400/3 TERMINATION TYPE 3 JAN 2016


















SD/1400/21 TERMINATION KEY JAN 2016

SD/1400/22 TERMINATION LABELS JAN 2016

SD/1400/23 TERMINATION SCHEMATIC DIAGRAMS JAN 2016

SD/1400/24 2 WAY FEEDER PILLAR JAN 2016





SD/1400/29 3 PHASE FEEDER PILLAR JAN 2016

SD/1400/30 FEEDER PILLAR TERMINATION KEY JAN 2016

SD/1400/31 EARTH ELECTRODE JAN 2016

SD/1400/32 CABLE JOINTS JAN 2016

SD/1400/33 ACCESS CHAMBER JAN 2016

SD/1400/34 CHAMBER COVER JAN 2016

SD/1400/35 SOURCE DESTINATION LABELING JAN 2016

WOODEN FOOTBRIDGES

SD/2500/1 STANDARD FOOTBRIDGE UP TO 3.5 JAN 2016

SD/2500/2 FOUNDATION DRAWINGS JAN 2016

SD/2500/3 STANDARD FOOTBRIDGE UP TO 9.5m JAN 2016

DRAWING NO. DRAWING TITLE ISSUEDRAWING NO. DRAWING TITLE

ISSUE

JAN 2016

JAN 2016

Highways and Transport

Council Offices

Market Street

Newbury

RG14 5LD

OR

G.L.

TO EXTEND ONE BAY

BEYOND PARAPET WHEN

USED ON HEADWALLS

500

500

150

300

150

1800

350

50MM DIA. MILD STEEL TUBE

3MM THICK

BASE PLATES IF FITTED

TO TOP OF HEADWALL

ST2 CONCRETE

ROUNDED

END FIXING

ST2 CONCRETE

75

NOTES

1. ALL DIMENSIONS IN MILLIMETRES.

2. STEEL TUBING SHALL COMPLY WITH

BS EN 10255:2004 OR SIMILAR APPROVED BY THE


3. FITTINGS SHALL BE PURPOSE MADE OF MALLEABLE

STEEL OR ALUMINIUM WITH CASE HARDENED SCREW

FITTING TIGHTENED WITH A HEXAGONAL KEY.

4. RAILINGS SHALL BE GALVANISED TO BS EN ISO 1461: 2009

OR PAINTED WHITE AS INSTRUCTED BY THE OVERSEEING

ORGANISATION. CLAUSE 411 SHW STATES THAT

GUARDRAILS AND ALL COMPONENTS ARE TO BE

GALVANISED. SHW 5000 (MAINTENANCE) DISCUSSES

PAINTING.

5. ONLY FLUSH FITTINGS SHALL BE USED.

6. FITTING DETAILS SHALL BE SUBMITTED TO THE

OVERSEEING ORGANISATION FOR APPROVAL.

7. CONCRETE FOR POST FOOTINGS SHALL COMPLY WITH

CLAUSE 2602 SHW.

8. POST FOOTINGS SHALL BE SQUARE.

Highways and TransportCouncil OfficesMarket Street

NewburyRG14 5LD

G.L.

100

100400

1000

100

304

600

ST2 CONCRETE

50

NOTES


2. ALL TIMBER SHALL BE AIR SEASONED, FREE OF DEFECTSINCLUDING DRYING DEFECTS, INSECTS/FUNGUS ATTACK ANDWARDING/TWISTING.

3. TIMBER FENCING QUALITY AND DURABILITY SHALL COMPLYWITH CLAUSE 304 SHW.

4. TIMBER FINISH SHALL BE : NATURAL TIMBER FINISH, CLASS 1OR CLASS 2 TO COMPLY WITH CLAUSE 304.1 SHW.

5. CONCRETE FOR POST FOOTINGS SHALL COMPLY WITHCLAUSE 2602 SHW.

6. HEIGHT OF RAIL SHALL RUN PARALLEL WITH HARD SURFACELEVELS, SUDDEN DEVIATIONS IN HEIGHT MUST BE AVOIDED.

7. MAJOR CHANGES OF DIRECTION : BUTT ANGLED SECTIONSOF RAIL.

8. MINOR CHANGES OF DIRECTION : ACCOMMODATE AT POSTUNDER STRAPS.

9. FENCE OFFSET FROM KERB EDGING SHALL BE 200MMAVERAGE + 25MM.

10. FIXINGS SHALL COMPRISE MILD STEEL GALVANISED STRAPMIN. WIDTH 50MM FIXED WITH 2 NO. (BRIGHT ZINC PLATED)SCREWS.

11. TIMBER POST 100MM SQ, NOTCH CUT TO FIT RAIL, POSTS AT1M CENTRES.



NewburyRG14 5LD

Rad.100-250

THICKNESS OF TUBE WALL 2.5MM MIN.

ADDITIONAL RAIL FOR VISUALLY IMPAIRED

MIN 100MM WIDE

YELLOW

REFLECTIVE BAND

KERB LINE

BOUNDARY/BUILDING LINE

1000 MIN.

1200 RECOMMENDED

LAYOUT A- ECHELON (45°)

CLASS ST2 CONCRETE SURROUND

P

1

2

0

0

1:50

CYCLE STAND

1:25

60-75

750

150

10

0

10

50

80

0

10

0

150

35

00

22

50

12

50

15

0

75

NOTES


2. THE STANDS SHALL BE FERROCAST RED ROUTE CYCLE

STANDS COLOUR BLACK OBTAINED FROM MARSHALLS LTD.

TEL. 0870 600 2425, OR SIMILAR APPROVED.

3. CYCLE STANDS SHALL BE COMPLETE WITH 3NR YELLOW

REFLECTIVE BANDS AND "P" AND CYCLE SIGNS FIXED TO RAIL.

4. ALTERNATIVE SETTING OUT CONFIGURATIONS FOR CYCLE

STANDS SHALL BE APPROVED BY THE OVERSEEING

ORGANISATION.

5. CONCRETE FOR POST SURROUND SHALL COMPLY WITH

CLAUSE 2602 SHW.



NewburyRG14 5LD

ST2 CONCRETEFOUNDATION

FACE TO TRAFFIC

PAVING

TWIN WALL SOCKET

TYPE C

TYPE A TYPE B

ROUND SOFTWOOD POST125 DIA TO BS 1722 PART 7

ST2 CONCRETE FOUNDATION

ST2 CONCRETEFOUNDATION

TYPE D

ROUND SOFTWOOD POST 125 DIA TOBS 1722 PART 7

BLACK WITH 150 RED / WHITERETROFLECTIVE BANDS

967

500

150

150150

150

350

100

450

100

100

450

450

100

100

900

300

150

100

150 150

G.L.

G.L.

G.L. G.L.

(N.B DESIGN TYPE VARIES)

NOTES


2. CONCRETE FOR POST FOUNDATION SHALL COMPLY WITHCLAUSE 2602 SHW.

3. BOLLARD TYPE A AND B SHALL BE NATURAL ROUND SOFTWOOD,DRAGONS TEETH STYLE 450 HEIGHT AND 125 MAX DIAMETER.BOLLARD TYPE B SHALL BE A DRIVEN POST.

4. TIMBER BOLLARDS SHALL BE PRESSURE TREATED TO CLAUSE311 SHW USING ORGANIC SOLVENT AND A 30 YEAR GUARANTEE.DETAILS SHALL BE SUPPLIED TO THE OVERSEEINGORGANISATION FOR APPROVAL.

5. BOLLARD TYPE C POLYURATHANE (DURAPOL). THE BOLLARDSHALL BE GLASDON, VICTORY STYLE 967MM HIGH AND200MM MAX DIAMETER OR SIMILAR APPROVED.

6. BOLLARD TYPE D POLYURETHANE. THE BOLLARD SHALL BEFERROCAST, MORPETH STYLE 900MM HIGH AND 110MM MAXDIAMETER OR SIMILAR APPROVED.

7. ALL METAL BOLLARDS SHALL BE SUPPLIED GALVANISEDCOATED WITH 2 PROTECTIVE COATINGS OF BLACK GLOSSPAINT TO CLAUSE 1911 SHW. ALTERNATIVE PAINT SYSTEMSSHALL BE APPROVED BY THE OVERSEEING ORGANISATION.

8. OTHER TYPES OF BOLLARDS SHALL NOT GENERALLY BEAPPROVED BY THE OVERSEEING ORGANISATION. CONCRETEBOLLARDS ARE NOT ACCEPTABLE.

9. ANY 'POLETEC' OR SIMILAR SOCKET BASE OPTIONS SPECIFIEDBY THE MANUFACTURER SHALL BE APPROVED BY THEOVERSEEING ORGANISATION BEFORE ORDERING.

10. BOLLARDS SHALL HAVE APPROPRIATE REFLECTIVE BANDINGATTACHED AS SPECIFIED BY THE OVERSEEING ORGAINSATIONTHE DETAILS SHALL BE CONFIRMED BEFORE ORDERING.

11. FOUNDATIONS ARE SQUARE IN PLAN.


NewburyRG14 5LD

SECTION A-A

GUARDRAIL ACROSS DITCH HEADWALL

H = SEE

TABLE 1

150

MA

X.

300

MA

X.

300 MIN.

FIXING DEPTH

2000 LENGTH TO SUIT

450

MIN.

300

50

50

5

SECTION A-A

STANDARD PANEL

NON-STANDARD PANEL

TABLE 1 MINIMUM HEIGHT

OF PEDESTRIAN RESTRAINT (GUARDRAIL) (SEE

NOTES 4&5)

GUARDRAIL

L

C

12 DIA. HOLES FOR 10 DIA. BOLTS

25 X 50 X 2.5 RECTANGULAR

HOLLOW SECTION

VISIBILITY GAP

25 X 50 X 2.5 RECTANGULAR

HOLLOW SECTION

FINISHED SURFACE

LEVEL

12 DIA. MILD STEEL INFILL BARS AT A

MAXIMUM PITCH OF 110

POSTS SURROUNDED

WITH ST4 CONCRETE

FOOTPATH

CONSTRUCTION

CONTINUOUS CONCRETE DETAIL

BRUSHED FINISH

STANDARD FOUNDATION

300X300 X340DEEP

ST4 CONCRETE

(SEE NOTE 13)

FOOTPATH

CONSTRUCTION

GUARDRAIL

L

C

300

300

STANDARD FOUNDATION

300X300 X340DEEP

ST4 CONCRETE

(SEE NOTE 13)

A

USE

PEDESTRIAN

CYCLIST

EQUESTRIAN

BRIDGES

HEIGHT 'H' mm

1000

1000

1800

SEE NOTE 5

A

NOTES


2. GUARDRAIL DESIGN AND INSTALLATION SHALL COMPLY WITH BS

7818:1995 AND CLAUSE 411 SHW.

3. TYPE, STYLE AND CLASS OF BARRIER SHALL MATCH THE LOCATION

AND USE. CLASS 2 IS NORMAL DUTY AND THE MINIMUM STANDARD

USED.

4. GUIDANCE FOR USING ENHANCED VISIBILITY INFILL PANELS IS IN BS

7818:1995 (ANNEX B).

5. MINIMUM HEIGHT OF BARRIER IN TABLE 1 (REF BS 7818:1995) SHALL

MATCH THE DESIGN USE.

6. USE OF PEDESTRIAN RESTRAINT SYSTEMS ON BRIDGES SHALL BE

APPROVED BY THE OVERSEEING ORGANISATION.

7. ALL GUARDRAILS SHALL HAVE A HOT DIP GALVANISED FINISH TO BS

EN 1S0 1461:2009.

8. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL.

9. THE GUARDRAIL SHALL BE ERECTED ACCORDING TO THE

MANUFACTURERS INSTRUCTIONS.

10. THE GUARDRAIL SHALL BE FABRICATED TO SUIT THE LAYOUT AND

LEVELS AND BE ERECTED TRUE TO LINE AND LEVEL THROUGHOUT

ITS LENGTH.

11. FOR ALL CHANGES OF DIRECTION OF GUARDRAILS AND FOR RADII

LESS THAN 30M THE INTERMEDIATE PANELS SHALL BE SPECIALLY

FABRICATED.

12. PANELS SHALL BE TILTED TO ACCOMMODATE GRADIENTS UP TO 1 IN

6. FOR STEEPER GRADIENTS THE PANELS SHALL BE STEPPED.

13. FOUNDATION SHALL BE 500X500X 600 DEEP FOR H >1500 , BS

7818:1995 (TABLE 8).

14. WHERE BRICKWORK OR BLOCKWORK THICKNESS IS IN EXCESS OF

225 THE PANELS SHALL BE INCORPORATED INTO THE

CONSTRUCTION OR GROUTED INTO SUITABLY PREPARED HOLES.

DETAILS SHALL BE SUBMITTED FOR APPROVAL TO THE OVERSEEING

ORGANISATION.

15. FOUNDATIONS SHALL BE SQUARE IN PLAN.


NewburyRG14 5LD

TRENCH WIDTH

TRENCH WIDTH

T

R

E

N

C

H

W

I

D

T

H

T

R

E

N

C

H

W

I

D

T

H

D+600 MAX

D+300 MIN

100

MIN

100

MIN

100

MIN

100

MIN

100

MIN

D+600 MAX

D+300 MIN

D+600 MAX

D+300 MIN

GRANULAR

MATERIAL TYPE 1

SUB-BASE

100

MIN

D+600 MAX

D+300 MIN

GRANULAR

MATERIAL TYPE 1

SUB-BASE

ST2 CONCRETE BED

AND SURROUND

D D D D

150

150

MIN

150

MIN

JOINTED PIPE

LESS THAN 1200 COVER

BEDDING FACTOR 2.6

FORMATION LEVEL

SAFE SUPPORTING STRENGTH OF PIPE Ws = Wt Fm

Fs

WHERE

Wt = CRUSHING STRENGTH - SEE BRITISH STANDARDS

Fm = BEDDING FACTOR

Fs = FACTORS OF SAFETY = 1.25

FLEXIBLE JOINT FOR CONCRETE SURROUND

(REINFORCED SLAB SIMILAR)

FLEXIBLE PIPE JOINT

ST2 CONCRETE BED AND SURROUND

COMPRESSIBLE BOARD OR JOINT

FILLER FOR FULL THICKNESS OF

SURROUND

CARRIAGEWAY

DRAIN TYPE D3

CONCRETE, CLAY OR PLASTIC

LESS THAN 1200 COVER

BEDDING FACTOR 2.6

CARRIAGEWAY

DRAIN TYPE D2

PLASTIC

LESS THAN 1200

COVER

CARRIAGEWAY

DRAIN TYPE D1

ALL PIPES

MORE THAN 1200 COVER

BEDDING FACTOR 2.2

PLAN

PLAN

GULLY CONNECTION DETAIL (SEE NOT 12)

B

B

AA

FLOW

FLOW

FROM

GULLY

FROM

GULLY

ST2

CONCRETE

REINFORCED

CONCRETE SLAB

(SEE NOTE 10)

FORMATION LEVEL

GRANULAR PIPE

BEDDING AND FILL

MATERIAL WELL

TAMPED IN 150 LAYERS

REFER TO NOTE 8

JOINTED PIPE

FORMATION LEVEL

D

FOOTWAY / CYCLEWAY

DRAIN TYPE D4

SECTION B-BSECTION A-A

NOTES

1. ALL DIMENSIONS ARE IN MILLIMETRES

2. WATER AUTHORITIES GUIDE SEWERS FOR ADOPTION LATEST EDITION

SHALL APPLY EXCEPT WHERE MODIFIED BY THIS DRAWING.

3. PIPES FOR DRAINAGE SHALL COMPLY WITH CLAUSE 501 SHW (TABLE 5/1) .

4. PIPES FOR DRAINAGE SHALL BE EITHER VITRIFIED CLAY PIPES OR

CONCRETE PIPES AS SPECIFIED BY THE OVERSEEING ORGANISATION.

5. PVCU / THERMOPLASTIC PIPES SHALL ONLY BE USED WITH THE APPROVAL

OF THE OVERSEEING ORGANISATION AND SHALL BE BBA CERTIFICATE

APPROVED STRUCTURED WALL PIPES TO BS EN 1401 ; STIFFENEND TO

CLASS 8KN/M2 AND RESISTANT TO JETTING PRESSURE OF 4000 PSI TO WIS

4-35-01 .

6. COMPRESSIBLE BOARD/JOINT FILLER SHALL BE 25MM THICK WITH 1.5MM

TOLERANCE ACCORDING TO CLAUSE 1015-1 SHW.

7. DRAWING SHALL BE READ IN CONJUNCTION WITH SPECIFICATION.

PIPE BEDDING , COVER AND SURROUND

8. PIPE BEDDING LAYING AND SURROUND TO COMPLY WITH CLAUSE 503 SHW .

FILTER DRAINS TO CLAUSE 505 SHW.

9. MINIMUM COVER WITHOUT CONCRETE PROTECTION SHALL BE 1200

CONCRETE PROTECTION AND SHALL TERMINATE AT A SUITABLE PIPE

JOINT.

7. DETERMINATION OF PIPE AND BEDDING COMBINATIONS SHALL BE IN

ACCORDANCE WITH HA 40/01 DMRB (4.2.5) WITH THE APPROVAL OF THE


8. FLEXIBLE JOINTS SHALL BE PROVIDED IN PIPE INFILL USING CONCRETE BED

AND SURROUND OR REINFORCED COVER SLAB.

9. CONCRETE ST2 PIPE SURROUND SHALL COMPLY CLAUSE 503.3 (III) SHW.

10. RC 25/30 CONCRETE SLAB WITH A193 REINFORCEMENT FABRIC (OR

ALTERNATIVE APPROVED) SHALL BE USED AS AN ALTERNATIVE TRENCH

INFILL ONLY WITH APPROVAL OF THE OVERSEEING ORGANISATION.

ALL PIPES

11. CARRIER DRAINS SHALL NOT NORMALLY BE PERMITTED IN FOOTWAYS OR

CYCLEWAYS.

12. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED IT SHALL BE

NECESSARY TO INCREASE THE STRENGTH OF THE PIPE.

13. PIPE MATERIALS SHALL NOT CHANGE BETWEEN CHAMBERS.

14. MINIMUM PIPE DIAMETER SHALL BE 225 FOR CARRIER DRAINS.

15. SADDLE CONNECTIONS SHALL ONLY BE USED WITH THE APPROVAL OF THE


16. EXISTING CARRIAGEWAY SHALL BE REINSTATED IN ACCORDANCE WITH

STANDARD DETAIL DRAWING SD/700/1 OR WITH HAUC SPECIFICATION FOR

REINSTATEMENT OF OPENINGS IN HIGHWAYS.

17. ALL CONCRETE SHALL HAVE SRPC UNLESS OTHERWISE DIRECTED BY THE



NewburyRG14 5LD

TRE

NC

H W

IDTH

TRE

NC

H W

IDTH

TRENCH WIDTH

TRENCH WIDTH

150MIN

D+600 M

AX

D+300 M

IN

100MIN

100MIN

150MIN

600 MIN

100MIN

D+600 M

AX

D+300 M

IND

+600 MA

XD

+300 MIN

D+300

75MIN

DD

D

150MIN

100MIN

100MIN

D

150

150MIN

D/2 TYP

E B

FILTER

MA

TER

IAL

CL. 505 TA

BLE

5/5 TOG

RO

UN

D LE

VE

L(S

EE

NO

TE 6)

SLO

TTED

PIP

E(S

LOTS

LAID

UP

WA

RD

S)

ST2 C

ON

CR

ETE

BE

D

GR

OU

ND

LEV

EL

DR

AIN

TYPE D

8

FILTER

DR

AIN

BED

DIN

G FAC

TOR

2.2

DR

AIN

TYPE D

7

CO

NC

RETE, C

LAY AN

DA

LTERN

ATIVE

FOR

PLASTIC

LESS TH

AN 900 C

OVER

BED

DIN

G FAC

TOR

2.6

ST2 C

ON

CR

ETE

BE

DA

ND

SU

RR

OU

ND

JOIN

TED

PIP

E

RE

INFO

RC

ED

CO

NC

RE

TE S

LAB

(SE

E N

OTE

10)

SE

LEC

TED

BA

CK

FILLFR

EE

FRO

MS

TON

ES

> 40

TOP

SO

IL

DR

AIN

TYPE D

6

PLASTIC

LESS TH

AN 900 C

OVER

DR

AIN

TYPE D

5

ALL PIPES

MO

RE TH

AN 900 C

OVER

BED

DIN

G FAC

TOR

2.2

GR

OU

ND

LEV

EL

TOP

SO

IL

SE

LEC

TED

BA

CK

FILLFR

EE

FRO

MS

TON

ES

> 40

JOIN

TED

PIP

E

GR

AN

ULA

R P

IPE

BE

DD

ING

AN

D FILL

MA

TER

IAL W

ELL

TAM

PE

D IN

150 LAY

ER

SR

EFE

R TO

NO

TE 7

FLEX

IBLE

PIP

E JO

INT

ST2 C

ON

CR

ETE

BE

DA

ND

SU

RR

OU

ND

CO

MP

RE

SS

IBLE

BO

AR

D O

RJO

INT FILLE

R FO

R FU

LLTH

ICK

NE

SS

OF S

UR

RO

UN

D

FLEXIBLE JO

INT FO

R C

ON

CR

ETE

SUR

RO

UN

D

(RE

INFO

RC

ED S

LAB SIM

ILAR)

SA

FE S

UP

PO

RTIN

G S

TRE

NG

TH O

F PIP

E W

s = Wt Fm

FsW

HE

RE

Wt = C

RU

SH

ING

STR

EN

GTH

- SE

E B

RITH

IS S

TAN

DA

RD

SFm

= BE

DD

ING

FAC

TOR

Fs = FAC

TOR

OF S

AFE

TY = 1.25

FRO

MG

ULLY

FRO

MG

ULLY

ST2 C

ON

CR

ETE

SEC

TION

B - B

SEC

TION

A - A

FLOW

PLAN

PLAN

FLOW

GU

LLY C

ON

NE

CTIO

N D

ETA

ILS (SEE

NO

TE 12)

B

B

AA

NO

TES

1.A

LL DIM

EN

SIO

NS

AR

E IN

MILLIM

ETR

ES

2.W

ATE

R A

UTH

OR

ITIES

GU

IDE

SE

WE

RS

FOR

AD

OP

TION

LATE

ST E

DITIO

NS

HA

LL AP

PLY

EX

CE

PT W

HE

RE

MO

DIFIE

D B

Y TH

IS D

RA

WIN

G.

3.P

IPE

S FO

R D

RA

INA

GE

SH

ALL C

OM

PLY

WITH

CLA

US

E 501 S

HW

(TAB

LE 5/1) .

4.P

IPE

S FO

R D

RA

INA

GE

SH

ALL B

E E

ITHE

R V

ITRIFIE

D C

LAY

PIP

ES

OR

CO

NC

RE

TE P

IPE

S A

S S

PE

CIFIE

D B

Y TH

E O

VE

RS

EE

ING

OR

GA

NIS

ATIO

N.

5.P

VC

U / TH

ER

MO

PLA

STIC

PIP

ES

SH

ALL O

NLY

BE

US

ED

WITH

THE

AP

PR

OV

AL O

F THE

OV

ER

SE

EIN

G O

RG

AN

ISA

TION

AN

D S

HA

LL BE

BB

AC

ER

TIFICA

TE A

PP

RO

VE

D S

TRU

CTU

RE

D W

ALL P

IPE

S TO

BS

EN

1401 ;S

TIFFEN

EN

D TO

CLA

SS

8KN

/M2 A

ND

RE

SIS

TAN

T TO JE

TTING

PR

ES

SU

RE

OF 4000 P

SI TO

WIS

4-35-01 .6.

CO

MP

RE

SS

IBLE

BO

AR

D/JO

INT FILLE

R S

HA

LL BE

25MM

THIC

K W

ITH 1,5M

MTO

LER

AN

CE

AC

CO

RD

ING

TO C

L 1015-1 SH

W.

PIP

E B

ED

DIN

G , C

OV

ER

AN

D S

UR

RO

UN

D7.

PIP

E B

ED

DIN

G LA

YIN

G A

ND

SU

RR

OU

ND

TO C

OM

PLY

WITH

CLA

US

E 503

SH

W, FILTE

R D

RA

INS

TO C

LAU

SE

505 SH

W.

8.M

INIM

UM

CO

VE

R W

ITHO

UT C

ON

CR

ETE

PR

OTE

CTIO

N S

HA

LL BE

1200C

ON

CR

ETE

PR

OTE

CTIO

N A

ND

SH

ALL TE

RM

INA

TE A

T A S

UITA

BLE

PIP

EJO

INT.

7.D

ETE

RM

INA

TION

OF P

IPE

AN

D B

ED

DIN

G C

OM

BIN

ATIO

NS

SH

ALL B

E IN

AC

CO

RD

AN

CE

WITH

HA

40/01 DM

RB

(4.2.5) WITH

THE

AP

PR

OV

AL O

F THE

OV

ER

SE

EIN

G O

RG

AN

ISA

TION

.8.

FLEX

IBLE

JOIN

TS S

HA

LL BE

PR

OV

IDE

D IN

PIP

E IN

FILL US

ING

CO

NC

RE

TEB

ED

AN

D S

UR

RO

UN

D O

R R

EIN

FOR

CE

D C

OV

ER

SLA

B.

9.C

ON

CR

ETE

ST2 P

IPE

SU

RR

OU

ND

SH

ALL C

OM

PLY

CLA

US

E 503.3 (III) S

HW

.10.

RC

25/30 CO

NC

RE

TE S

LAB

WITH

A193 R

EIN

FOR

CE

ME

NT FA

BR

IC (O

RA

LTER

NA

TIVE

AP

PR

OV

ED

) SH

ALL B

E U

SE

D A

S A

N A

LTER

NA

TIVE

TRE

NC

HIN

FILL ON

LY W

ITH A

PP

RO

VA

L OF TH

E O

VE

RS

EE

ING

OR

GA

NIS

ATIO

N.

ALL P

IPE

S11.

CA

RR

IER

DR

AIN

S S

HA

LL NO

T NO

RM

ALLY

BE

PE

RM

ITTED

IN FO

OTW

AY

SO

R C

YC

LEW

AY

S.

12.W

HE

N TH

E M

AX

IMU

M TR

EN

CH

WID

TH IS

EX

CE

ED

ED

IT SH

ALL B

EN

EC

ES

SA

RY

TO IN

CR

EA

SE

THE

STR

EN

GTH

OF TH

E P

IPE

.13.

PIP

E M

ATE

RIA

LS S

HA

LL NO

T CH

AN

GE

BE

TWE

EN

CH

AM

BE

RS

.14.

MIN

IMU

M P

IPE

DIA

ME

TER

SH

ALL B

E 225 FO

R C

AR

RIE

R D

RA

INS

.15.

SA

DD

LE C

ON

NE

CTIO

NS

SH

ALL O

NLY

BE

US

ED

WITH

THE

AP

PR

OV

AL O

FTH

E O

VE

RS

EE

ING

OR

GA

NIS

ATIO

N.

16.E

XIS

TING

CA

RR

IAG

EW

AY

SH

ALL B

E R

EIN

STA

TED

IN A

CC

OR

DA

NC

E W

ITHS

TAN

DA

RD

DE

TAIL D

RA

WIN

G S

D/700/1 O

R W

ITH H

AU

C S

PE

CIFIC

ATIO

NFO

R R

EIN

STA

TEM

EN

T OF O

PE

NIN

GS

IN H

IGH

WA

YS

.17.

ALL C

ON

CR

ETE

SH

ALL H

AV

E S

RP

C U

NLE

SS

OTH

ER

WIS

E D

IRE

CTE

D B

YTH

E O

VE

RS

EE

ING

OR

GA

NIS

ATIO

N.

Highw

ays and TransportCouncil O

fficesM

arket StreetN

ewbury

RG14 5LD

100

VA

RIE

S

CARRIAGEWAY(AND VERGE OR FOOTWAY WHERE DEPTH

OF COVER LESS THAN 600)

ST2 CONCRETE BED AND SURROUND(SEE NOTE 12)

PVC CABLE MARKER TAPE

MATERIAL TO SUB-BASESPECIFICATION UNDER NEWCARRIAGEWAY.EXISITNG CARRIAGEWAYREINSTATEMENT (SEE NOTE 8)

FORMATION LEVEL

150

100

D

150 150

150

150

DSAND OR SELECTED EXCAVATEDGRANULAR MATERIAL. INACCORDANCE WITH HCDI1

150

PVC CABLE MARKER TAPE

CLASS 8 FILL (TABLE 6/1 SHW)COMPRISING SELECTED BACKFILLFREE FROM STONES > 40

GROUND LEVEL

TOPSOIL OR FOOTWAYCONSTRUCTION

350

100

100

100

VERGE OR FOOTWAYMORE THAN 600 COVER

150

150

D

150

100

7510

010

0

ST2 CONCRETE (CARRIAGEWAY) ORSAND OR SELECTED EXCAVATEDGRANULAR MATERIAL PIPE BEDDING(VERGE) AND TRENCH FILL MATERIALWELL TAMPED IN 150 LAYERS(SEE NOTE 12)

TYPICAL LAYOUT FOR 4-WAY DUCTS6- WAY LAYOUT SIMILAR

150 75 150

MARKER ATEND OFDRAW ROPE

ADJACENT KERB TO BE MARKED(SEE NOTE 9)

PVC CABLE MARKERTAPE WHEREREQUIRED

ST2 CONCRETE BEDAND SURROUND

BRIGHTLY PIGMENTEDSTRANDEDPOLYPROPYLENE DRAWROPE OF 3.5KNBREAKING LOADDETAIL AT END OF DUCT UNDER CARRIAGEWAY

WOODEN BUNG

1000

SERVICE DUCTS (COLOURS USED):GAS = YELLOW.WATER = BLUE.ELECTRICITY = BLACK.TELECOM = WHITE.COMMS = GREY, GREEN.HIGHWAY STREET LIGHTING = ORANGE.TRAFFIC SIGNAL = ORANGE.

NOTES

1. ALL DIMENSIONS ARE IN MILLIMETRES2. SERVICE DUCTS SHALL COMPLY WITH CLAUSE 501 SHW

(TABLE 5/1) .3. SERVICE DUCTS SHALL BE EITHER VITRIFIED CLAY OR

GLASS REINFORCED PLASTIC OR THERMOPLASTIC PVCU ASSPECIFIED BY THE OVERSEEING ORGANISATION.

4. THERMOPLASTIC PVCU DUCTS SHALL COMPLY WITH BS4660: 2000 OR BS EN 50086 AND A BRITISH BOARD OFAGRÈMENT CERTIFICATION IN ACCORDANCE WITHELECTRICITY BOARD COUNCIL ESI 12-24 SDR 41 MIN, OROTHER, TO THE APPROVAL OF THE OVERSEEINGORGANISATION. SINGLE WALL DUCT SHALL NOT BE USED.

5. THE POSITION OF DUCT ROUTES AND THE NUMBER OFDUCTS IN EACH TRENCH SHALL BE SHOWN ON THE 'ASBUILT' DRAWINGS.

6. DUCTS UNDER EMBANKMENTS SHALL EXTEND 1000 BEYONDTHE TOE OF EMBANKMENT.

7. INTERNAL DIAMETER OF ALL SERVICE DUCTS SHALL BE 100UNLESS OTHERWISE STATED.

8. EXISTING CARRIAGEWAY SHALL BE REINSTATED INACCORDANCE WITH HAUC SPECIFICATION FORREINSTATEMENT OF OPENINGS IN HIGHWAYS.

9. THE LINE OF ALL DUCT ROAD CROSSINGS MUST BE MARKEDWITH A MARKER POST OR PVC MARKER TAPE.

10. ORANGE DUCTS SHALL BE USED FOR STREET LIGHTING ANDTRAFFIC SIGNAL CABLES.

11. PVC CABLE MARKER TAPE SHALL BE USED WITH STREETLIGHTING AND TRAFFIC SIGNAL CABLE DUCTS.

12. CONCRETE PROTECTION SHALL BE USED FOR DUCTSUNDER THE CARRIAGEWAY AND WHERE DEPTH OF COVERIS LESS THAN 600. ST2 CONCRETE TO CLAUSE 2602 SHW.

13. ALL CONCRETE SHALL HAVE SRPC UNLESS OTHERWISEDIRECTED BY THE OVERSEEING ORGANISATION.

14. FLEXIBLE JOINTS SHALL BE PROVIDED IN REINFORCEDCONCRETE SURROUND. REFER TO SD/500/1 AND SD/500

2 FORDETAIL.

15. ALTERNATIVE DUCT DETAILS FROM THE MCHW VOLUME 3SHALL ONLY BE USED WITH THE APPROVAL OF THEOVERSEEING ORGANISATION.

16. PROPRIETRY FITTINGS SHALL BE USED FOR CONNECTINGDUCTS TO TRAFFIC SIGNAL POLES.


NewburyRG14 5LD

FINISHED VERGE LEVEL

450

300

150

100

VERGEFOOTWAYCARRIAGEWAY

ST2 (CI.2602 SHW)CONCRETE BED AND SURROUND

TYPE 1 SUB-BASE (CI. 803 SHW)

CLASS 8 FILL (TABLE 6/1 SHW)

TOPSOIL

FINISHED FOOTWAY LEVEL

FINISHED CARRIAGEWAY LEVEL

450

6024

015

010

0

750

100

100

150

Checked

Drawing No.Drawing title

DrawnProject Date

ScaleHighways and TransportCouncil OfficesMarket Street

NewburyRG14 5LD

NOTES

1. ALL DIMENSIONS ARE IN MILLIMETRES2. SERVICE DUCTS SHALL COMPLY WITH CLAUSE 501 SHW (TABLE 5/1) .3. SERVICE DUCTS SHALL BE EITHER VITRIFIED CLAY OR GLASS

REINFORCED PLASTIC OR THERMOPLASTIC PVCU AS SPECIFIED BYTHE OVERSEEING ORGANISATION.

4. THERMOPLASTIC PVCU DUCTS SHALL COMPLY WITH BS 4660: 2000OR BS EN 50086 AND A BRITISH BOARD OF AGRÈMENTCERTIFICATION IN ACCORDANCE WITH ELECTRICITY BOARDCOUNCIL ESI 12-24 SDR 41 MIN, OR OTHER, TO THE APPROVAL OFTHE OVERSEEING ORGANISATION. SINGLE WALL DUCT SHALL NOTBE USED .

5. THE POSITION OF DUCT ROUTES AND THE NUMBER OF DUCTS INEACH TRENCH SHALL BE SHOWN ON THE 'AS BUILT' DRAWINGS.

6. DUCTS UNDER EMBANKMENTS SHALL EXTEND 1000 BEYOND THETOE OF EMBANKMENT.

7. INTERNAL DIAMETER OF ALL SERVICE DUCTS SHALL BE 100 UNLESSOTHERWISE STATED.

8. EXISTING CARRIAGEWAY SHALL BE REINSTATED IN ACCORDANCEWITH HAUC SPECIFICATION FOR REINSTATEMENT OF OPENINGS INHIGHWAYS.

9. THE LINE OF ALL DUCT ROAD CROSSINGS MUST BE MARKED WITH AMARKER POST OR PVC MARKER TAPE.

10. ORANGE DUCTS SHALL BE USED FOR STREET LIGHTING ANDTRAFFIC SIGNAL CABLES.

11. PVC CABLE MARKER TAPE SHALL BE USED WITH STREET LIGHTINGAND TRAFFIC SIGNAL CABLE DUCTS.

12. CONCRETE PROTECTION SHALL BE USED FOR DUCTS UNDER THECARRIAGEWAY AND WHERE DEPTH OF COVER IS LESS THAN 600.ST2 CONCRETE TO CLAUSE 2602 SHW.

13. ALL CONCRETE BELOW GROUND SHALL HAVE SRPC UNLESSOTHERWISE DIRECTED BY THE OVERSEEING ORGANISATION.

14. FLEXIBLE JOINTS SHALL BE PROVIDED IN REINFORCED CONCRETESURROUND.

15. ALTERNATIVE DUCT DETAILS FROM THE MCHW VOLUME 3 SHALLONLY BE USED WITH THE APPROVAL OF THE OVERSEEINGORGANISATION.

16. PROPRIETRY FITTINGS SHALL BE USED FOR CONNECTING DUCTS TOTRAFFIC SIGNAL POLES.

5

225350 M

IN225

200 MIN

150

300 300

450

5

ST4 IN

SITU

CO

NC

RETE U

SEDW

ITH C

HAN

NELS

PR

ECAST C

ON

CR

ETEC

HAN

NEL W

HER

ES

PEC

IFIED

A

FALL

KER

BIN

G AS

PER

CO

NTR

ACT

A

GU

LLY D

ETAIL WH

ERE C

HAN

NE

L BLOC

KS ARE U

SED

PLAN

CLA

SS D

44 GR

ATIN

G A

ND

FRA

ME TO

BES

ET 15 BELO

W FIN

ISHED

RO

AD

LEVEL ATK

ERB AN

D 5 BE

LOW

FINISH

ED R

OAD

LEVELA

T FRO

NT.

10 MIN

- 15 MAX

MO

RTA

R BE

D AN

DS

UR

RO

UN

D D

ESIG

NATIO

N (i) SH

W SER

IES2400 (S

HA

RP

SAN

D SH

ALL BE U

SED)

2-3 CO

UR

SES

225 CLASS B

EN

GIN

EER

ING

BR

ICK

WO

RK

LAID IN

EN

GLISH

BO

ND

IN M

OR

TAR TO

DES

IGN

ATIO

N (i)

REIN

FOR

CED

CO

NC

RETE

LINTE

L WH

ERE N

EC

ESSARY

STO

PPER

AND

SEC

UR

ING

CH

AIN

150 DIA

. OU

TLET

PR

EC

AST C

ON

CR

ETE TRAP

PED

GU

LLY POT

150 MIN

ST2 C

ON

CR

ETE SUR

RO

UN

D

FA LL

BR

ICK

CO

UR

SE OR

LINTE

L SUPP

OR

T TOB

ACK

OF FR

AME

(NO

TE 11)

KER

BING

AS PE

R C

ON

TRAC

T

SEC

TION

A - A

PER

FOR

MED

TRA

PPED

GU

LLY POT

TYPE 1 - 450 D

IA X 900 DE

EPTYP

E 2 - 375 DIA X 750 D

EEP

(SEE N

OTE

2 AN

D 3)

FALL

KER

BING

AS PE

R C

ON

TRAC

T

FA LL

CLA

SS D

400 GR

ATING

AND

FRAM

E TOB

E SET 15 B

ELOW

FINIS

HE

D R

OAD

LEVELA

T KER

B A

ND

5 BELO

W FIN

ISH

ED R

OAD

LEVEL A

T FRO

NT

10 MIN

- 15 MAX

MO

RTAR

BED

AN

D S

UR

RO

UN

D D

ESIG

NATIO

N (i)

(SHAR

P SAN

D S

HA

LL BE U

SED)

150 MIN

ST4

CO

NC

RETE S

UR

RO

UN

D

150 DIA

. OU

TLET

MO

RTA

R TO

DES

IGN

ATIO

N (i)

225 THIC

K C

LASS

B E

NG

INEER

ING

BR

ICK

WO

RK

LAID IN

EN

GLISH

BON

DM

OR

TAR

TO D

ESIG

NA

TION

(i)

ST2 C

ON

CR

ETE FOU

ND

ATION

ST1 C

ON

CR

ETE BLIND

ING

MIN

IMU

MW

ATER

WA

Y WID

TH

BR

ICK

GU

LLYTYP

E 3 (SEE

NO

TE 3)S

HO

WN

WITH

CA

RR

IAG

EW

AY GR

ATING LIN

TEL SU

PPO

RT TO

BAC

K O

F FRAM

E(SE

E NO

TE 11)

NO

TES

1.A

LL DIM

EN

SIO

NS

AR

E IN

MILLIM

ETR

ES

EX

CEPT W

HER

E STATED O

THER

WISE.

2.G

ULLY

AN

D IN

STA

LLATIO

N TO

CLA

US

E 508 S

HW

SH

ALL APPLY EXC

EPT WH

ERE M

OD

IFIEDO

N TH

IS D

RAW

ING

.3.

GU

LLY P

OTS

SH

ALL B

E C

ON

CR

ETE

TO BS 5911-6:2004:

450 DIA

. X 900 D

EE

P IN

CAR

RIAG

EWAYS

375 DIA

. X 750 D

EE

P IN FO

OTW

AYSP

VC

U IN

SITU

GU

LLY , B

RIC

K G

ULLY

(TYP

E 3) A

ND

INSITU

(TYPE 4) SHALL N

OT BE U

SEDW

ITHO

UT A

PP

RO

VA

L OF TH

E O

VE

RSEEIN

G O

RG

ANISATIO

N.

4.G

RA

TING

AN

D FR

AM

ES SHALL BE:

CLA

SS

D400, 100 D

EE

P IN

NO

RM

AL TR

AFFICKED

AREAS.

CLA

SS

D400, 150 D

EE

P FO

R V

ULN

ER

AB

LE H

GV

OV

ER

RU

N O

R FO

R BLO

CK PAVIN

G AR

EAS.C

LAS

S C

250, 100 DE

EP

IN N

OR

MAL FO

OTW

AY.5.

DO

UB

LE TR

IAN

GU

LAR

GR

ATIN

GS

MIN

IMU

M W

ATE

RW

AY AREA 1200C

M2 SH

ALL BE USED

FOR

CLA

SS

A O

R B R

OAD

S.6.

HIN

GE

D C

AP

TIVE

GR

ATIN

GS

MIN

IMU

M W

ATE

RW

AY

AR

EA 950CM

2 SHALL BE U

SED FO

R ALL

OTH

ER

RO

AD

S O

R W

HE

RE

SP

EC

IFIED

BY

THE O

VERSEEIN

G O

RG

ANISATIO

N.

7.E

ND

HIN

GE

D G

RA

TING

S S

HA

LL BE

SE

T WITH

HIN

GE TO

WAR

DS APPR

OAC

HIN

G TR

AFFIC.

8.S

LOTS

IN G

RA

TING

S S

HA

LL NO

T BE

PA

RA

LLEL W

ITH TH

E DIR

ECTIO

N O

F THE TR

AFFIC.

9.B

RIC

KW

OR

K C

LAS

S B

SH

ALL C

OM

PLY

WITH

CLA

US

E 507 SH

W (IN

CLU

DIN

G C

L. 507.3 , CL.

507.18 & C

L. 2406.3) .10.

THE

MA

XIM

UM

OV

ER

HA

NG

ON

EA

CH

CO

UR

SE

OF BR

ICK C

OR

BELLING

SHALL BE 25M

M.

11.R

EIN

FOR

CE

D C

ON

CR

ETE

GU

LLY C

OV

ER

SLA

BS

TO B

S 5911 PAR

T 230 OR

REIN

FOR

CED

CO

NC

RE

TE LIN

TELS

SH

ALL B

E U

SE

D W

HE

RE

BR

ICK

CO

RBELLIN

G G

IVES INSU

FFICIEN

TS

UP

PO

RT TO

FRAM

E.12.

CO

NN

EC

TION

S TO

CA

RR

IER

DR

AIN

S SH

ALL USE 'Y' JU

NC

TION

S.13.

EA

CH

GU

LLY S

HA

LL HA

VE

A S

EP

AR

ATE

CO

NN

EC

TION

TO TH

E CAR

RIER

DR

AIN O

RC

HA

MBER

.14.

FINIS

H TO

INTE

RN

AL C

ON

CR

ETE

SH

ALL B

E F1 O

N FO

RM

ED SU

RFAC

ES AND

U2 O

NU

NFO

RM

ED

SU

RFAC

ES.15.

RA

PID

HA

RD

EN

ING

CE

ME

NTIC

IOU

S M

OR

TAR

SY

STE

MS SH

ALL BE USED

IN M

AKING

UP AN

DB

ED

DIN

G IR

ON

WO

RK

IN C

AR

RIA

GE

WA

YS

TO B

E O

PENED

TO TR

AFFIC W

ITHIN

2 DAYS.

16.C

ON

CR

ETE

FOU

ND

ATIO

N A

ND

SU

RR

OU

ND

TO G

ULLY PO

T SHALL C

OM

PLY WITH

CLAU

SE2602 SH

W.

17.A

LL CO

NC

RE

TE S

HA

LL HA

VE

SR

PC

UN

LES

S O

THE

RW

ISE DIR

ECTED

BY THE O

VERSEEIN

GO

RG

AN

ISATIO

N.

18.K

ER

B O

FFLETS

AN

D W

EIR

SH

ALL O

NLY

BE

US

ED

WITH

AGR

EEMEN

T BY THE O

VERSEEIN

GO

RG

AN

ISATIO

N.

Highw

ays and TransportCouncil O

fficesM

arket StreetN

ewbury

RG14 5LD

10

0

15

0

300 300 MIN 300

40

0 M

IN

20

0 M

IN

CLASS D400 GRATING AND FRAME

SIZE TO FIT OPENING SET FLUSH

10 MIN - MAX MORTAR BED

AND SURROUND DESIGNATION

150 DIA OUTLET

(SEE NOTE 4)

15 DISH

HINGED SIDE

C8/10 (S3) CONCRETE

CAST INSITU CONCRETE GULLY

TYPE 4 - (SEE NOTE 3)

SHOWN WITH FOOTWAY GRATING


NewburyRG14 5LD

NOTES

1. ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT WHERE STATED OTHERWISE.

2. GULLY AND INSTALLATION TO CLAUSE 508 SHW SHALL APPLY EXCEPT WHERE MODIFIED

ON THIS DRAWING.

3. GULLY POTS SHALL BE CONCRETE TO BS 5911-6:2004:

450 DIA. X 900 DEEP IN CARRIAGEWAYS

375 DIA. X 750 DEEP IN FOOTWAYS

PVCU INSITU GULLY , BRICK GULLY (TYPE 3) AND INSITU (TYPE 4) SHALL NOT BE USED

WITHOUT APPROVAL OF THE OVERSEEING ORGANISATION.

4. GRATING AND FRAMES SHALL BE:

CLASS D400, 100 DEEP IN NORMAL TRAFFICKED AREAS.

CLASS D400, 150 DEEP FOR VULNERABLE HGV OVERRUN OR FOR BLOCK PAVING AREAS.

CLASS C250, 100 DEEP IN NORMAL FOOTWAY.

5. DOUBLE TRIANGULAR GRATINGS MINIMUM WATERWAY AREA 1200CM2 SHALL BE USED

FOR CLASS A OR B ROADS.

6. HINGED CAPTIVE GRATINGS MINIMUM WATERWAY AREA 950CM2 SHALL BE USED FOR ALL

OTHER ROADS OR WHERE SPECIFIED BY THE OVERSEEING ORGANISATION.

7. END HINGED GRATINGS SHALL BE SET WITH HINGE TOWARDS APPROACHING TRAFFIC.

8. SLOTS IN GRATINGS SHALL NOT BE PARALLEL WITH THE DIRECTION OF THE TRAFFIC.

9. BRICKWORK CLASS B SHALL COMPLY WITH CLAUSE 507 SHW (INCLUDING CL. 507.3 , CL.

507.18 & CL. 2406.3) .

10. A MAXIMUM OF 25MM OVERHANG SHALL BE PERMITTED ON EACH COURSE OF BRICK

CORBELLING.

11. REINFORCED CONCRETE GULLY COVER SLABS TO BS 5911 PART 230 OR REINFORCED

CONCRETE LINTELS SHALL BE USED WHERE BRICK CORBELLING GIVES INSUFFICIENT

SUPPORT TO FRAME.

12. CONNECTIONS TO CARRIER DRAINS SHALL USE 'Y' JUNCTIONS.

13. EACH GULLY SHALL HAVE A SEPARATE CONNECTION TO THE CARRIER DRAIN OR

CHAMBER.

14. FINISH TO INTERNAL CONCRETE SHALL BE F1 ON FORMED SURFACES AND U2 ON

UNFORMED SURFACES.

15. RAPID HARDENING CEMENTICIOUS MORTAR SYSTEMS SHALL BE USED IN MAKING UP AND

BEDDING IRONWORK IN CARRIAGEWAYS TO BE OPENED TO TRAFFIC WITHIN 2 DAYS.

16. CONCRETE FOUNDATION AND SURROUND TO GULLY POT SHALL COMPLY WITH CLAUSE

2602 SHW.

17. ALL CONCRETE SHALL HAVE SRPC UNLESS OTHERWISE DIRECTED BY THE OVERSEEING

ORGANISATION.

18. KERB OFFLETS AND WEIR SHALL ONLY BE USED WITH AGREEMENT BY THE OVERSEEING

ORGANISATION.

ADDITIONAL NOTES FOR INSTALLING PVC-U GULLY POT

- INSITU CONCRETE

1. 450 DIA. X 900 DEEP IN CARRIAGEWAYS

2. 375 DIA. X 750 DEEP IN FOOTWAYS

3. PVC-U THERMOPLASTIC GULLY POTS (TYPE BBA APPROVED) OF THE ABOVE DIMENSIONS

SHALL ONLY BE USED IN CIRCUMSTANCES WITH THE APPROVAL OF THE OVERSEEING

ORGANISATION.

4. THE INSTALLATION OF THE GULLY POT SHALL BE COMPLY WITH THE BBA APPROVAL

CERTIFICATE REQUIREMENTS.

5. THE TYPICAL DETAIL OF THIS TYPE OF GULLY INSTALLATION SHALL INCORPORATE

SUITABLE PROVISIONS TO PREVENT THE POT FLOATING AND DISTORTING, (EG GULLY

POTS TO BE FILLED WITH WATER) WHEN PLACING AND COMPACTING THE CONCRETE

SURROUND.

6. A CONCRETE BASE SLAB FOR THE GULLY POT SHALL USE EITHER; 65 DEEP PAVING SLAB

SET ONTO 100 DEEP ST2 CONCRETE (CL. 2602 SHW) OR C8/10 CONCRETE TO BS8500-1.

7. PVC-U THERMOPLASTIC GULLY POTS SHALL HAVE 100 DEEP CONCRETE BED AND 200

DEEP SURROUND USING C8/10 (S3 SLUMP) CONCRETE WITH SRPC AND COMPACTED

USING A VIBRATING POKER.

FlowFlow

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Notes

1. All dimensions are in millimetres.

2. Water Authorities Association guide Sewers forAdoption applies except where modified by thisdrawing.

3. Installation of Catchpit , Inspection Chamber andSoakaways shall comply with Clause 507 SHW.

4. Cover and frame shall be Class D400 Badge marked, HDand Kitemarked with a protective coating , Clause507.9 SHW.

5. Catchpits shall be positioned so that no part of thestructure is under the line of kerbs.

6. The access cover to catchpits shall be positioned withconsideration for safety.

7. Precast concrete chambers shall comply with BS5911-3 & BS EN 1917:2002.

8. Brickwork Class B shall comply with Clause 507 SHW(including Cl. 507.3 , Cl. 507.18 & Cl. 2406.3)

9. Mortar to designation (i) SHW Series 2400 or aproprietary sealant shall be used in all joints betweenprecast concrete units.

10. Finish to internal concrete shall be F1 on formedsurfaces and U2 on unformed surfaces. In accordancewith clause 1708.4 SHW.

11. All voids beneath the catchpit structure shall bebackfilled with ST1 concrete.

12. Precast Concrete Chambers shall be backfilled usingGeneral Fill (Table 6/1 SHW) or ST2 concrete, Clause507.7 SHW. ST4 concrete surround 150 min. shall beused at access shafts.

13. All concrete below ground shall have SRPC unlessotherwise directed by the Overseeing Organisation.

14. Ends of pipes shall be neatly built into the chamber andfinished flush with mortar to designation (i) SHW Series2400.

15. The nearest pipe joint to chamber shall not berestricted by concrete backfill.

16. Safety chains or grills shall be provided where pipediameter exceeds 600.

17. Surface level/cover tolerance shall be +6 -15 in pavedareas, -15 min. -50 max. in verges.

18. Pipe level difference permitted inside chamber, theoutlet may be 50 mm lower than inlet.

19. The articulated length of pipe (Rocker Pipe) to Clause507.17 SHW shall be selected for pipe diameter eithersmaller or larger than 450 diameter.

20. Precast concrete heavy duty cover slabs can be used inplace of straight back taper chamber section.

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Notes

1. All dimensions are in millimetres.2. Water Authorities Association guide Sewers for

Adoption applies except where modified by thisdrawing.


4. Cover and frame shall be Class D400 Badge marked,HD and Kitemarked with a protective coating ,Clause 507.9 SHW.


6. The access cover to catchpits shall be positionedwith consideration for safety.


8. Brickwork Class B shall comply with Clause 507 SHW (including Cl. 507.3 , Cl. 507.18 & Cl. 2406.3)9. Mortar to designation (i) SHW Series 2400 or a

proprietary sealant shall be used in all jointsbetween precast concrete units.

10. Finish to internal concrete shall be F1 on formedsurfaces and U2 on unformed surfaces. Inaccordance with clause 1708.4 SHW.


12. Precast Concrete Chambers shall be backfilled using General Fill (Table 6/1 SHW) or ST2 concrete, Clause 507.7 SHW. ST4 concrete surround 150 min. shall be used at access shafts.13. All concrete below ground shall have SRPC unless

otherwise directed by the Overseeing Organisation.14. Ends of pipes shall be neatly built into the chamber

and finished flush with mortar to designation (i)SHW Series 2400.



17. Surface level/cover tolerance shall be +6 -15 inpaved areas, -15 min. -50 max. in verges.


19. The articulated length of pipe (Rocker Pipe) toClause 507.17 SHW shall be selected for pipediameter either smaller or larger than 450

diameter.20. Precast concrete heavy duty cover slabs can be used in place of straight back taper chamber section.

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Notes1. All dimensions are in millimetres.2. Water Authorities Association guide Sewers for

Adoption applies except where modified by thisdrawing.


4. Rectangular catchpits shall only be used wherepipes enter and leave on the same axis. The piperun must be parallel to the longer wall.

5. Cover and frame shall be Class D400 Badgemarked, HD and Kitemarked with a protectivecoating, Clause 507.9 SHW.

6. Catchpits shall be positioned so that no part ofthe structure is under the line of kerbs.

7. The access cover to catchpits shall be positionedwith consideration for safety.


9. Brickwork Class B shall comply with Clause 507SHW (including Cl. 507.3 , Cl. 507.18 & Cl. 2406.3)

10. Mortar to designation (i) SHW Series 2400 or aproprietary sealant shall be used in all jointsbetween precast concrete units.

11. Finish to internal concrete shall be F1 on formedsurfaces and U2 on unformed surfaces. Inaccordance with clause 1708.4 SHW.


13. Precast Concrete Chambers shall be backfilledusing General Fill (Table 6/1 SHW) or ST2concrete, Clause 507.7 SHW. ST4 concretesurround 150 min. shall be used at access shafts.

14. All concrete below ground shall have SRPCunless otherwise directed by the OverseeingOrganisation.

15. Ends of pipes shall be neatly built into thechamber and finished flush with mortar todesignation (i) SHW Series 2400.


17. Safety chains or grills shall be provided wherepipe diameter exceeds 600.

18. Surface level/cover tolerance shall be +6 -15in paved areas,-15 min. -50max in verges.

19. Pipe level difference permitted inside chamber,the outlet may be 50 mm lower than inlet.

20. The articulated length of pipe (Rocker Pipe) toClause 507.17 SHW shall be selected for pipediameter either smaller or larger than 450diameter.

21. Precast concrete heavy duty cover slabs canbe used in place of straight back taper chambersection.

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Notes

1. All dimensions are in millimetres.2. Water Authorities Association guide Sewers for

adoption applies except where modified by this drawing.3. Installation of Catchpit , Inspection Chamber and

Soakaways shall comply with Clause 507 SHW.4. Cover and frame shall be Class D400 Badge marked,

HD and Kitemarked with a protective coating , Clause507.9 SHW.


6. The access cover to catchpits shall be positioned withconsideration for safety.

7. Precast concrete chambers shall comply withBS 5911-3 & BS EN 1917:2002.

8. Brickwork Class B shall comply with Clause 507 SHW(including Cl. 507.3 , Cl. 507.18 & Cl. 2406.3)

9. Mortar to designation (i) SHW Series 2400 or aproprietary sealant shall be used in all joints betweenprecast concrete units.

10. Finish to internal concrete shall be F1 on formedsurfaces and U2 on unformed surfaces. In accordancewith clause 1708.4 SHW.


12. Precast Concrete Chambers shall be backfilled usingGeneral Fill (Table 6/1 SHW) or ST2 concrete, Clause507.7 SHW. ST4 concrete surround 150 min. shall beused at access shafts.

13. All concrete below ground shall have SRPC unlessotherwise directed by the Overseeing Organisation.

14. Ends of pipes shall be neatly built into the chamberand finished flush with mortar to designation (i) SHWSeries 2400.



17. Surface level/cover tolerance shall be +6 -15 in pavedareas, -15 min. -50 max. in verges.


19. The articulated length of pipe (Rocker Pipe) to Clause507.17 SHW shall be selected for pipe diameter eithersmaller or larger than 450 diameter.

20. Precast concrete heavy duty cover slabs can be used inplace of straight back taper chamber section.

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Notes

1. All dimensions are in millimetres2. Standard ditches shall be unlined with

the existing profile. Scour protectionat outfalls is always required.

3. All work to existing ditches shall haveconsent from the EnvironmentAgency, Local Authority and theLandowner , as required.

4. Pre-cast concrete paving slabs shallcomply to BS EN 1339:2003.

5. Formed surfaces shall be Class F1finish. In accordance with clause1708.4 SHW.

6. Unformed surfaces shall be Class U2plain finish. In accordance with clause1708.4 SHW.

7. Outfall Type 2 shall be constructedusing Class B engineering bricks laid inEnglish Bond in mortar to designation(i) SHW Series 2400. Brickwork shallbe finished with a brick on edgecoping.

8. All concrete below ground shall haveSRPC unless otherwise directed by theOverseeing Organisation.

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1. All dimensions are in millimetres.2. The Piping of ditches shall have the

consent of the Environment Agencyand the Landowner.

3. Brickwork shall be constructed usingEnglish Bond in Class B EngineeringBricks to BS EN 771 and BS EN 772flush pointed with mortar todesignation (i) SHW Series 2400.

4. Brickwork shall be: 225 Thick for H < 1.2m 337 Thick for H > 1.2m5. Concrete shall be grade ST4 to Clause

2602 SHW .6. All concrete below ground shall have

SRPC unless otherwise directed by theOverseeing Organisation.

7. Unformed surfaces shall be U2 plainfinish. In accordance with clause1708.4 SHW.

8. Protective Grills shall be fitted forwhere pipes over 300 dia. areaccessible to children.

9. Grill assembly shall be pre drilled andhave hot dip galvanised finish to BS ENISO 1460 after fabrication.

10. Purpose made Grills shall be designedfor use with the approval of theOverseeing Organisation.

A

A

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Notes

1. All dimensions are in millimetres.2. The Piping of ditches shall have the

consent of the Environment Agency andthe Landowner.

3. Brickwork shall be constructed usingEnglish Bond in Class B EngineeringBricks to BS EN 771 and BS EN 772 flushpointed with mortar to designation (i)SHW Series 2400.


2602 SHW .6. All concrete below ground shall have

SRPC unless otherwise directed by theOverseeing Organisation.

7. Unformed surfaces shall be U2 plainfinish. In accordance with clause 1708.4SHW.

8. Protective Grills shall be fitted forwhere pipes over 300 dia. are accessibleto children.

9. Grill assembly shall be pre drilled andhave hot dip galvanised finish to BS ENISO 1460 after fabrication.

10. Purpose made Grills shall be designedfor use with the approval of theOverseeing Organisation.

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2. Concrete Bagwork Walling shall be usedwith approval of the OverseeingOrganisation.

3. Installation of Concrete Bagwork Wallshall comply with Clause 519 SHWexcept where modified by this drawing.

4. Bagwork construction may also be usedfor outfalls.

5. Bagwork Wall shall be constructed usingnatural hessian sand bags , Clause 519.2SHW.

6. Reinforcement 15 x 450 min mild steelbars shall be used at 800 centres.

7. Concrete ST4 shall comply with Clause2602 SHW.

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Notes

1. All dimensions are in millimetresunless shown otherwise.

2. Piping of ditches shall have theconsent of the Environment Agencyand the Landowner.

3. Brickwork shall be constructed usingClass B engineering bricks laid inEnglish Bond flush pointed with mortarto designation (i) SHW Series 2400.


2602 SHW.6. Formed surfaces shall be Class F1

finish. Unformed surfaces shall be U2plain finish. In accordance with clause1708.4 SHW.

7. All concrete below ground shall haveSRPC unless otherwise directed by theoverseeing organisation

A

A

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Notes

1. All dimensions are in millimetres2. Concrete to be Class C32/40 and shall

conform to BS 8500 pt 1 and pt 2.3. Formed surfaces shall be Class F2 finish.

Unformed surfaces shall be Class U1plain finish

4. Reinstatement to river bed and banksshall be to approval of the OverseeingOrganisation.

5. Dimensions A , D and invert level shallbe provided with the HeadwallSchedule.

6. All concrete below ground shall haveSRPC unless otherwise directed by theOverseeing Organisation

7. Structural Concrete Headwall designshall be approved by the OverseeingOrganisation. The design shall bechecked for structural stability ,structural detailing and structuralcalculations.

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Notes

1. All dimensions are in millimetres2. All chambers shall be located in footway,

traffic island or verge. The position of allchambers and ducts to be agreed withthe Overseeing Organisation.

3. Size of chamber used shall depend onthe depth and number of ducts to beaccommodated.

4. Standard Units shall be as manufacturedby Glandel Ltd, or similar approved.

5. Chamber Type Sp shall be constructedin English Bond Class B Engineeringbricks to comply with SHW series 2400.

6. The courses shall be laid in horizontaland vertical alignment. Joints shall notexceed 10 and shall be flush pointedinternally as work proceeds.

7. Base units for all chambers may bereplaced with cast-insitu ST4 concrete150 thick. Formed surfaces shall beClass F1. Unformed surfaces shall beClass U2 plain finish. In accordancewith clause 1708.4 SHW.

8. All joints between chamber and ductsshall be made good with Class 1 mortar.The duct shall be surrounded by 150min thick ST4 concrete.

9. Covers shall be galvanised with an unlockand lift device and badgemarked TrafficLoop, Traffic signals or Street Lighting asappropriate.

10. Surface level toleranceshall be +60or -15 in paved areas or -15 to -50maximum in verges.

11. Electrical chamber detail see ElectricalStandard Detail Drawings ChamberDetail SD/1400/033 and SD/1400/034.

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Notes


2. Refer to Appendix 7/2: Excavation andReinstatement of Existing Surfaces, fordetails.

3. A temporary reinstatement using Type 1sub-base may be used if carriageway istrafficked before asphalt surfacing is laid.

4. Crushed gravel aggregate shall not beused in the top 150mm below bindercourse level unless permitted by theOverseeing Organisation.

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LIGHT DUTY FOOTWAY / FOOTPATH

DOMESTIC VEHICULAR CROSSOVER

HEAVY DUTY FOOTWAY/CROSSOVER AND

HEAVY VEHICLE OVERUN

HEAVY DUTY RURAL CROSSOVER

20 AC 6 Dense surface course to Clause 909

60 AC 20 Dense binder course to Clause 906

Type 1 - sub base material to Clause 803

(See table 1.1 and note 12 and 15)



Type 1 sub-base material to Clause 803

(See table 1.2 and note 12 and 15)

150 unreinforced air-entrained concrete C32/40

to BS EN 13877 and BS 8500.

Type 1 sub-base material to Clause 803.

(See table 1.2 and note 15)

* It may be necessary to stabilise the Subgrade or

replace with granular Capping if CBR <2%.

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Type 1 - sub base material to Clause 803




Type 1 sub-base material to Clause 803


150 unreinforced air-entrained concrete C32/40 to BS

EN 13877 and BS 8500

Type 1 sub-base material to Clause 803.


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115 Typ.

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Documents

STANDARD DETAIL DRAWINGS - West Berks