AWP AutoCAD Template...16 1 to 14 Telephone Exchange 15 14 3 1 Flat Roof Catherine Street Site Plan...

1
Magistrates Court Record Office 3 Solomon Court 13 Band Stand 53 9 Derby Yard PW Nursery 12 Temple Terrace 16 1 to 14 Telephone Exchange 15 14 3 1 Catherine Street Site Plan Scale 1:200 13 9 Solomon Court Derby Ya 14 Temple Terrace 12 3 1 Catherine Street Site Location Scale 1:1250 GL GFL 0.150 GFC 2.750 FFL 3.000 FFC 5.440 FFL 5.690 SFC 8.103 Existing Front Elevation Existing Rear Elevation GL -0.450 GFL 0.150 GFC 2.750 FFL 3.000 FFC 5.440 FFL 5.690 SFC 8.103 GFL -0.300 4480 Scale 1:50 Scale 1:50 r Kitchen Dining Hall Longe Bathroom Bedroom Bedroom Bedroom Flat Roof Flat Roof Boiler Existing Ground Floor Scale 1:50 Existing First Floor Existing Second Floor Scale 1:50 Scale 1:50 P1 FIRST ISSUE DD.MM.YY -- -- -- HEALTH & SAFETY RISKS IN ADDITION TO THE STANDARD HAZARDS AND RISKS NORMALLY ASSOCIATED WITH THE TYPE OF WORK DETAILED ON THIS DRAWING, PLEASE NOTE THE FOLLOWING RESIDUAL HEALTH AND SAFETY RISKS CONSTRUCTION RISKS CR 01 ADD TEXT DEFINING RESIDUAL RISKS HERE. CR 02 CR 03 IT IS ASSUMED THAT ALL WORKS WILL BE CARRIED OUT BY A COMPETENT CONTRACTOR WORKING IN ACCORDANCE WITH THE REQUIREMENTS DEFINED IN THE CDM REGULATIONS. OPERATION & MAINTENANCE RISKS MR 01 ADD TEXT DEFINING OPERATION & MAINTAINANCE RISKS HERE. MR 02 MR 03 DEMOLITION RISKS DR 01 ADD TEXT DEFINING DEMOLITION RISKS HERE. DR 02 DR 03 ADD TEXT DEFINING RESIDUAL RISKS HERE. ADD TEXT DEFINING RESIDUAL RISKS HERE. ADD TEXT DEFINING OPERATION & MAINTAINANCE RISKS HERE. ADD TEXT DEFINING OPERATION & MAINTAINANCE RISKS HERE. ADD TEXT DEFINING DEMOLITION RISKS HERE. ADD TEXT DEFINING DEMOLITION RISKS HERE. Description Date Chk App Rev By Alan Wood & Partners 100mm at A1 NOTES: 1. THESE NOTES ARE INTENDED TO AUGMENT DRAWINGS AND SPECIFICATIONS. WHERE CONFLICT OF REQUIREMENTS EXIST THE ORDER OF PRECEDENCE SHALL BE AS SHOWN IN THE SPECIFICATION. OTHERWISE THE STRICTEST PROVISION SHALL GOVERN. 2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT ENGINEERS AND ARCHITECTS DRAWINGS. 3. DRAWINGS NOT TO BE SCALED. ALL DIMENSIONS TO BE CHECKED ON SITE BY THE CONTRACTOR. ANY DISCREPANCIES TO BE NOTIFIED TO THE ENGINEER AND FURTHER INSTRUCTIONS OBTAINED BEFORE WORK IS COMMENCED. 4. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURE AND SEQUENCE AND ENSURE THAT THE BUILDING AND ITS COMPONENTS ARE SAFE DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE-DOWNS WHICH MAY BE NECESSARY, SUCH MATERIAL REMAINING THE THE PROPERTY OF THE CONTRACTOR ON COMPLETION, AND FOR ENSURING THAT THE WORKS AND ANY ADJACENT PROPERTIES ARE SAFE IN THE TEMPORARY CONDITION. Project: Client: Drawing: Scale@ A1: Role: Drawing Status: Rev. Job. no. Project Originator Volume Level Type Role Number PROPOSED REFURBISHMENT WORKS MR RICHARD CROWTHER EXISTING SITE PLAN AND LOCATION Architect PLANNING 44656 As Noted P1 CRO-AWP-ZZ-XX-DR-A-0001 Consulting Civil & Structural Engineers Project Managers Building Surveyors Hull Office 341 Beverley Road Hull HU5 1LD T. 01482 442138 www.alanwood.co.uk Leeds T. 01135 311098 Lincoln T. 01522 300210 London T. 02071 860761 Scarborough T. 01723 865484 Sheffield T. 01142 440077 York T. 01904 611594 0 50m 25m 25m 75m 100m 125m 1:1250 0 4m 4m 8m 12m 16m 20m 1:200 0 1m 2m 3m 4m 5m 1m 1:50 REBUILT SINGLE STOREY EXTENSION REBUILT SINGLE STOREY EXTENSION & ROOF LANTERN RENDERED BRICKWORK TO BOUNDARY RENDERED BRICKWORK TO BOUNDARY

Transcript of AWP AutoCAD Template...16 1 to 14 Telephone Exchange 15 14 3 1 Flat Roof Catherine Street Site Plan...

Page 1: AWP AutoCAD Template...16 1 to 14 Telephone Exchange 15 14 3 1 Flat Roof Catherine Street Site Plan Scale 1:200 13 9 Solomon Court Derby Yard 14 Temple Terrace 12 3 1 Catherine Street

MagistratesCourt

RecordOffice

3

SolomonCourt

13

BandStand

53

9

Derby Yard

PW

Nursery

12

Temple Terrace

16

1 to 14

TelephoneExchange

15

143

1

F

la

t

R

o

o

f

Catheri

ne St

reet

Site Plan

Scale 1:200

13

9

SolomonCourt

Derby Yard

14 Temple Terrace12

3

1

Catheri

ne St

reet

Site Location

Scale 1:1250

GL

GFL

0.150

GFC

2.750

FFL

3.000

FFC

5.440

FFL

5.690

SFC

8.103

Existing Front ElevationExisting Rear Elevation

GL

-0.450

GFL

0.150

GFC

2.750

FFL

3.000

FFC

5.440

FFL

5.690

SFC

8.103

GFL

-0.300

4480

Scale 1:50 Scale 1:50

Existing Ground Floor

Kitchen

Dining

Hall

Longe

Bathroom

Bedroom

Bedroom

Bedroom

Flat Roof Flat Roof

Boiler

Existing Ground Floor

Scale 1:50

Existing First FloorExisting Second Floor

Scale 1:50 Scale 1:50

P1 FIRST ISSUE DD.MM.YY -- -- --

HEALTH & SAFETY RISKSIN ADDITION TO THE STANDARD HAZARDS AND RISKS NORMALLYASSOCIATED WITH THE TYPE OF WORK DETAILED ON THIS DRAWING,PLEASE NOTE THE FOLLOWING RESIDUAL HEALTH AND SAFETY RISKS

CONSTRUCTION RISKS

CR 01 ADD TEXT DEFINING RESIDUAL RISKS HERE.

CR 02

CR 03

IT IS ASSUMED THAT ALL WORKS WILL BE CARRIED OUT BY A COMPETENTCONTRACTOR WORKING IN ACCORDANCE WITH THE REQUIREMENTSDEFINED IN THE CDM REGULATIONS.

OPERATION & MAINTENANCE RISKS

MR 01 ADD TEXT DEFINING OPERATION & MAINTAINANCE RISKS HERE.

MR 02

MR 03

DEMOLITION RISKS

DR 01 ADD TEXT DEFINING DEMOLITION RISKS HERE.

DR 02

DR 03

ADD TEXT DEFINING RESIDUAL RISKS HERE.

ADD TEXT DEFINING RESIDUAL RISKS HERE.

ADD TEXT DEFINING OPERATION & MAINTAINANCE RISKS HERE.

ADD TEXT DEFINING OPERATION & MAINTAINANCE RISKS HERE.

ADD TEXT DEFINING DEMOLITION RISKS HERE.

ADD TEXT DEFINING DEMOLITION RISKS HERE.

Description Date Chk AppRev By

Alan Wood & Partners

100mm at A1

NOTES:1. THESE NOTES ARE INTENDED TO AUGMENT DRAWINGS AND SPECIFICATIONS. WHERE

CONFLICT OF REQUIREMENTS EXIST THE ORDER OF PRECEDENCE SHALL BE AS SHOWN INTHE SPECIFICATION. OTHERWISE THE STRICTEST PROVISION SHALL GOVERN.

2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT ENGINEERSAND ARCHITECTS DRAWINGS.

3. DRAWINGS NOT TO BE SCALED. ALL DIMENSIONS TO BE CHECKED ON SITE BY THECONTRACTOR. ANY DISCREPANCIES TO BE NOTIFIED TO THE ENGINEER AND FURTHERINSTRUCTIONS OBTAINED BEFORE WORK IS COMMENCED.

4. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THEBUILDING IS FULLY COMPLETED. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURE AND SEQUENCE AND ENSURE THAT THEBUILDING AND ITS COMPONENTS ARE SAFE DURING ERECTION. THIS INCLUDES THEADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE-DOWNS WHICH MAY BE NECESSARY, SUCH MATERIAL REMAINING THE THE PROPERTY OF THE CONTRACTOR ONCOMPLETION, AND FOR ENSURING THAT THE WORKS AND ANY ADJACENT PROPERTIESARE SAFE IN THE TEMPORARY CONDITION.

Project:

Client:

Drawing:

Scale@ A1:

Role:

DrawingStatus:

Rev.Job. no.

Project Originator Volume Level Type Role Number

PROPOSED REFURBISHMENT WORKS

MR RICHARD CROWTHER

EXISTING SITE PLAN AND LOCATION

ArchitectPLANNING44656 As Noted P1

CRO-AWP-ZZ-XX-DR-A-0001

Consulting Civil

& Structural Engineers

Project Managers

Building Surveyors

HullOffice

341 Beverley Road

Hull

HU5 1LD

T. 01482 442138

www.alanwood.co.uk

Leeds T. 01135 311098

Lincoln T. 01522 300210

London T. 02071 860761

Scarborough T. 01723 865484

Sheffield T. 01142 440077

York T. 01904 611594

0 50m25m25m 75m 100m 125m

1:1250

04m 4m 8m 12m 16m 20m

1:200

0 1m 2m 3m 4m 5m1m

1:50

REBUILT SINGLE STOREY

EXTENSION

REBUILT SINGLE STOREY

EXTENSION & ROOF

LANTERN

RENDERED BRICKWORK TO

BOUNDARY

RENDERED BRICKWORK TO

BOUNDARY

AutoCAD SHX Text
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