J.1 Drawings - Garden Paths & Basement Slab.pdf

LANDING

S L O

P E

S

L O

P

E

F82

SLAB C

FFL 0

SLAB D

FFL 0

SLAB D

FFL 0

EXISTING

TANK

Address US EMBASSY

Project Paths & Basement Slab

Drawing No. 2

Revision No.

Date Drawn 01.2023

Drawing New Slab Layout

AutoCAD SHX Text ALONG THIS LENGTH SUPPORT FOR HEAVY DUTY GRILL OVER TRENCH DRAIN TO BE BOLTED SECURELY TO SIDE OF EXISTING CONCRETE SLAB ALONG THIS LENGTH

AutoCAD SHX Text

EXISTING SURFACE DRAINING CHANNEL TO REMAIN

AutoCAD SHX Text NOTES DRAWING TO BE READ IN CONJUNCTION WITH SCOPE OF WORKS AND CDM LOCATION OF NEW INFILL CONCRETE LOCATION OF NEW RAMP, SLOPE TO BE AS SLOPE OF EXISTING RAMP SEE SCOPE OF WORKS FOR SURFACE FINISH OF ALL NEW CONCRETE NEW GRILL OVER TRENCH DRAIN TO BE HEAVY DUTY AND TO MATCH EXISTING

AutoCAD SHX Text

EXISTING SURFACE DRAINING CHANNEL TO REMAIN

AutoCAD SHX Text COPYRIGHT AND OWNERSHIP OF THIS DRAWING IS VESTED IN THE GOVERNMENT WHOSE PRIOR WRITTEN CONSENT IS REQUIRED FOR ITS USE AND/OR REPRODUCTION AND PUBLICATION. ALL US GOVERNMENT DOCUMENTATION MUST BE DESTROYED AND DISPOSED OF BY SHREDDING OR SIMILAR ALTERNATIVE MEANS AFTER USE. THE CONTRACTOR IS ADVISED ANY DIMENSIONS ARE GIVEN IN MILLIMETERS AND MEASUREMENTS ARE FOR GUIDANCE PURPOSES ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO CHECK MEASUREMENTS AND REVIEW INFORMATION ON DRAWING PRIOR TO STARTING PROJECT AND ORDERING MATERIALS OR FABRICATION OF ALL CONSTRUCTION / MAINTENANCE ITEMS

AutoCAD SHX Text

FACILITY MANAGEMENT US EMBASSY 33 NINE ELMS LANE LONDON

1 2 3 4 5 6

A

EXISTING

TANK

LANDING

B

3412.3

2861.1

LANDING

Descriptive photo of the CONVENTIONAL PALLET RACKING system.

Features may be different to those of this project.

C used and on the manufacturing and assembly tolerances permitted in the corresponding standards.

Note: All dimensions indicated are nominal and may vary depending on the type of profiles

LOAD UNIT: 1000 (KG)

RELEASE

Project :

United State Embassy

D

Fork lift truck: Class 400 criterion to calculate the frames with only 80% of the total load.

load into account. MECALUX does not take into account simultaneity

PLEASE NOTE: This installation is calculated taking 100% of the unit load must not be changed.

For the installation to function properly, the indicated dimensions of the

Total capacity: 93 pallets

Date

Drawn by

Checked by

Scale

08/03/2023

P.Haritonov

Quotation

Drawing No.

1: 175 in kg load

Permited

1699063R1 of

1000.00

Registered in England (Company No. 02053742). Registered Office: Unit 8, Junction 6 Industrial Park, Electric Avenue, Birmingham, B6 7JJ as confidential and must not be disclosed to any third party.

written consent and must be returned on request. The information shown on it is to be regarded

This drawing is the property of MECALUX, S.A. It must not be copied without

1 2 3 4 5 6

IN THE DRAWING:

TO SYSTEM AND MEASURES

CUSTOMER'S APPROVAL

DRAWN CHECKED DATE INDEX

S L

O P

E

S

L

O

P

E

Address US EMBASSY

Project Paths & Basement Slab

Drawing No. 4

Revision No.

Date Drawn 01 2023

Drawing Pallett Racking Location

AutoCAD SHX Text COPYRIGHT AND OWNERSHIP OF THIS DRAWING IS VESTED IN THE GOVERNMENT WHOSE PRIOR WRITTEN CONSENT IS REQUIRED FOR ITS USE AND/OR REPRODUCTION AND PUBLICATION. ALL US GOVERNMENT DOCUMENTATION MUST BE DESTROYED AND DISPOSED OF BY SHREDDING OR SIMILAR ALTERNATIVE MEANS AFTER USE. THE CONTRACTOR IS ADVISED ANY DIMENSIONS ARE GIVEN IN MILLIMETERS AND MEASUREMENTS ARE FOR GUIDANCE PURPOSES ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO CHECK MEASUREMENTS AND REVIEW INFORMATION ON DRAWING PRIOR TO STARTING PROJECT AND ORDERING MATERIALS OR FABRICATION OF ALL CONSTRUCTION / MAINTENANCE ITEMS

CHANCERY BUILDING

MAIN

CAC

Address US EMBASSY

Project Paths & Basement Slab

Drawing No. 3

Revision No.

Date Drawn 01 2023

Drawing Paths

AutoCAD SHX Text

NEW RESIN BOUND SURFACED 600MM WIDE PATH TO BE FORMED AROUND FLAGPOLE

AutoCAD SHX Text

EXISTING 600MM WIDE PATH RESURFACED WITH RESIN BOUND SURFACE

AutoCAD SHX Text

EXISTING FLAGPOLE

AutoCAD SHX Text

EXISTING 680MM WIDE PATH RESURFACED WITH RESIN BOUND SURFACE

AutoCAD SHX Text NOTES DRAWING TO BE READ IN CONJUNCTION WITH SCOPE OF WORKS AND CDM ALL PATH SURFACES TO BE TYPE RESIN BOUND SURFACED CONTRACTOR IS RESPONSIBLE TO CHECK AND CONFIRM THAT ALL MEASUREMENTS AND DETAILS ON THIS DRAWING AND IN THE SCOPE OF WORKS ARE CORRECT.

AutoCAD SHX Text

EXISTING 950MM WIDE PATH TO RESURFACED WITH RESIN BOUND SURFACE

AutoCAD SHX Text COPYRIGHT AND OWNERSHIP OF THIS DRAWING IS VESTED IN THE GOVERNMENT WHOSE PRIOR WRITTEN CONSENT IS REQUIRED FOR ITS USE AND/OR REPRODUCTION AND PUBLICATION. ALL US GOVERNMENT DOCUMENTATION MUST BE DESTROYED AND DISPOSED OF BY SHREDDING OR SIMILAR ALTERNATIVE MEANS AFTER USE. THE CONTRACTOR IS ADVISED ANY DIMENSIONS ARE GIVEN IN MILLIMETERS AND MEASUREMENTS ARE FOR GUIDANCE PURPOSES ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO CHECK MEASUREMENTS AND REVIEW INFORMATION ON DRAWING PRIOR TO STARTING PROJECT AND ORDERING MATERIALS OR FABRICATION OF ALL CONSTRUCTION / MAINTENANCE ITEMS

S L O

P E

SLOPE

EXISTING

TANK

SLAB C

SLAB B

FFL +75mm

SLAB A

FFL +160mm

SLAB C

FFL 0

Address US EMBASSY

Project Paths & Basement Slab

Drawing No. 1

Revision No.

Date Drawn 01 2023

Drawing Existing Slab Layout

AutoCAD SHX Text

EXISTING SURFACE DRAINING CHANNEL TO REMAIN

AutoCAD SHX Text NOTES DRAWING TO BE READ IN CONJUNCTION WITH SCOPE OF WORKS AND CDM AREAS OF RAISED CONCRETE SLAB A & B ARE TO BE LOWERED TO SAME LEVEL AS IN AREAS CFFLO

AutoCAD SHX Text

EXISTING HEAVY DUTY TRENCH DRAIN WITH GRATE

AutoCAD SHX Text COPYRIGHT AND OWNERSHIP OF THIS DRAWING IS VESTED IN THE GOVERNMENT WHOSE PRIOR WRITTEN CONSENT IS REQUIRED FOR ITS USE AND/OR REPRODUCTION AND PUBLICATION. ALL US GOVERNMENT DOCUMENTATION MUST BE DESTROYED AND DISPOSED OF BY SHREDDING OR SIMILAR ALTERNATIVE MEANS AFTER USE. THE CONTRACTOR IS ADVISED ANY DIMENSIONS ARE GIVEN IN MILLIMETERS AND MEASUREMENTS ARE FOR GUIDANCE PURPOSES ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO CHECK MEASUREMENTS AND REVIEW INFORMATION ON DRAWING PRIOR TO STARTING PROJECT AND ORDERING MATERIALS OR FABRICATION OF ALL CONSTRUCTION / MAINTENANCE ITEMS

LOADING

BAY

S L

O P

E

S

L O

P

E

F8

EXISTING

TANK

MODIFIED

GUARD RAIL

NEW GATE

MODIFIED GUARD

RAIL

A

GUARD RAIL

ELEVATION A

(Not to scale)

Address US EMBASSY

Project Paths & Basement Slab

Drawing No. 5

Revision No.

Date Drawn 01.23

Drawing Loading bay Gate

AutoCAD SHX Text NOTES DRAWING TO BE READ IN CONJUNCTION WITH SCOPE OF WORKS AND CDM. GATE & GUARD RAILS TO BE 1000MM IN HEIGHT. GATE TO BE PAINTED YELLOW MODIFY EXISTING GUARD RAILS TO FIT GATE. NEW GATE TIO BE !000mm IN HEIGHT

AutoCAD SHX Text

PROVIDE WHEEL TO UNDERSIDE OF GATE ON LOCKING SIDE TO CARRY WEIGHT OF GATE

AutoCAD SHX Text New 150mm diameter metal pole, painted yellow,to secure gate when open

AutoCAD SHX Text Existing protection structure, to remain

AutoCAD SHX Text Existing guard rails to remain

AutoCAD SHX Text COPYRIGHT AND OWNERSHIP OF THIS DRAWING IS VESTED IN THE GOVERNMENT WHOSE PRIOR WRITTEN CONSENT IS REQUIRED FOR ITS USE AND/OR REPRODUCTION AND PUBLICATION. ALL US GOVERNMENT DOCUMENTATION MUST BE DESTROYED AND DISPOSED OF BY SHREDDING OR SIMILAR ALTERNATIVE MEANS AFTER USE. THE CONTRACTOR IS ADVISED ANY DIMENSIONS ARE GIVEN IN MILLIMETERS AND MEASUREMENTS ARE FOR GUIDANCE PURPOSES ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO CHECK MEASUREMENTS AND REVIEW INFORMATION ON DRAWING PRIOR TO STARTING PROJECT AND ORDERING MATERIALS OR FABRICATION OF ALL CONSTRUCTION / MAINTENANCE ITEMS