london city airport cadp airfield drainage, ducting and ... drainage and taxiway... · appendix a...

Airfield Drainage, Ducting and Taxiway Links A400-XX-K-PQQ-00006

Airfield Drainage, Ducting and Taxiway Links of 30

Status: USE Document Number: 1320-18-000-GPX-UR-ZQ-00001

Date: October 2017 Reason for Issue: IFU – Issued for Use

Revision: 00 Document Uncontrolled When Printed

London City Airport

CADP Airfield Drainage, Ducting and Taxiway Links

Pre-Qualification Questionnaire (PQQ)

Ref: A400-XX-K-PQQ-00006

October 2017

Disclaimer: This PQQ and the associated Contract Notice are non-binding subject to contract. LCY is

not subject to the Utilities Regulations and the PQQ and Contract Notice are for publicity purposes only.






Table of Contents

1.0 Introduction ............................................................................................................ 3 1.1 Abbreviations .......................................................................................................... 3 1.2 Our Business .......................................................................................................... 3 1.3 London City Airport – CADP Airfield Drainage and Taxi-way Works ....................... 4 1.3.1 The Programme ..................................................................................................... 4 1.3.2 Scope of the CADP Airfield Drainage and Taxiway Links ....................................... 4 1.3.3 Contractor Attributes ............................................................................................... 6 1.3.4 Programme ............................................................................................................ 7 1.4 PQQ Request ......................................................................................................... 7 1.5 Evaluation of PQQ Responses ............................................................................... 8 2.0 Instructions ............................................................................................................. 9 2.1 Requirements for Further Participation ................................................................... 9 2.2 Queries ................................................................................................................. 10 2.3 Next Steps ............................................................................................................ 10 2.4 Non-Reimbursement of Expenses ........................................................................ 10 2.5 Format of Response ............................................................................................. 10 2.6 Completeness of Response .................................................................................. 11 3.0 PQQ – Company Information ............................................................................... 12 3.1 Contact Details ..................................................................................................... 12 3.2 Company Information (Pass/Fail) .......................................... 13 4.0 PQQ – Fundamental Questions (Pass/Fail) .......................................... 16 4.1. Annual Turnover ................................................................................................... 16 4.2. Insurance ............................................................................................................. 16 4.3 Health & Safety Performance ............................................................................... 17 4.4 Environmental Qualification .................................................................................. 17 4.5 Quality & Quality Systems .................................................................................... 17 4.6 Human Resources Management .......................................................................... 17 5.0 PQQ – Experience................................................................................................ 18 5.1 Previous Company experience and references .................................................... 18 5.2 Competency and Capability – Resources ............................................................. 19 5.3 Project and Construction Management ................................................................. 20 5.4 Commitment to Client Overarching Objectives ..................................................... 21 5.5 Added Value ......................................................................................................... 21

Appendices

Appendix A Format for Client References ………………………………… 22

Appendix B Health and Safety Questionnaire ……………………………. 23

Appendix C Environment Questionnaire ………………………………….. 26

Appendix D Quality Questionnaire …………………………………………. 27

Appendix E Human Resources Questionnaire …………………………… 28

Appendix F General Project Information ………………………………….. 30






1.0 Introduction

1.1 Abbreviations

CADP City Airport Development Programme

CIP Capital Investment Programme

D&B Dunn & Bradstreet Report

EOI Expression of Interest

GMT Greenwich Meantime

LCY London City Airport

N/A Not Applicable

JV Joint Venture

PQQ Pre-Qualification Questionnaire

RIBA Royal Institute of British Architects

RFP Request for Proposal

1.2 Our Business

London City Airport Limited (LCY) operates a single runway airport that is located a few

miles east of Canary Wharf, London.

The scope of our airport operations is broad, covering all aspects of terminal,

passenger and baggage management, as well as administering the property and retail

businesses. As such, the airport works closely with a broad group of stakeholders,

including but not limited to airlines, the civil aviation authority, retailers and public

transport operators, to ensure a seamless experience for our customers.

This PQQ is thus issued for publicity purposes only. LCY does not consider itself to be

a Utility for purposes of the Regulations nor bound by the timeframes set out in the

Regulations. LCY shall voluntarily use a Restricted Procedure pursuant to the Utilities

Regulations.

To find out more about our business, please view our website on

www.londoncityairport.com.

http://www.londoncityairport.com/






1.3 London City Airport – CADP Airfield Drainage and Taxi-way Works

LCY wishes to appoint either a single contractor or a selection of contractors depending

upon the responses to this PQQ and associated Contract Notice to support its work to

plan and execute the future development of London City Airport pursuant to the

planning approval of the City Airport Development Programme (CADP). The purpose of

this contract is to complete the Employer provided design (nominal RIBA 3) and

construct taxiway/ links, airfield drainage works and link to the new concrete deck

drainage system including oil separator and attenuation tank and complete ducting

works for the airfield ground lights.

1.3.1 The Programme

LCY has permission to proceed with a programme of major capital works over the next

5 years to expand the existing airport infrastructure including additional aircraft stands,

east passenger terminal extension, associated baggage handling, security and other

works. The first phase of the Programme broadly consists of:

1. Terminal Works (extension to the West Terminal and baggage handling area

along with reconfiguration of the existing Terminal, construction of a new East

Pier and its connection to the main terminal);

2. Airfield Works (new aircraft stands, reconfiguration of some existing stands,

demolition of existing dolphin structure, construct floating Rendezvous Point,

Vehicle Control Point and permanent noise barrier);

3. Dockside Works (to improve the access and parking);

4. Enabling Works; and

5. Supporting Infrastructure (Western and Eastern Energy Centres).

1.3.2 Scope of the CADP Airfield Drainage and Taxiway Links

The works consists of the following:

Drainage

Drainage scope includes the installation of a gravity drainage system to serve the new

airfield aprons, parallel taxiway and amendments to hold 27. The drainage system will

consist of circa 20no manholes, varying pipe sizes connecting into a 170m long x 3m






wide x 2.1m deep attenuation chamber. The attenuation chamber in turn will be

connected to an oil separator and pumping station. The pumping station will pump

surface water to a new connection point on the existing surface water system to be

located in the region of taxiway Charlie.

Surfacing/ Tie-in works

Due to the construction of the new aprons and parallel taxiway new and amended

links are required for the connections to the runway. The works comprise provision of

all necessary people, plant, equipment, materials, temporary works and consumables

to complete the tie-in works.

Airfield Ground Lighting (AGL) ducting

A new pit and duct system is required to connect the areas of new taxiway and links to

the AGL systems. The scope of work within this package will be the pit and duct

system which sit in the clear and graded area of the runway connecting into the new

pit and duct system being constructed by the Piling and Deck package contractor.

These works are to be carried out outside airport operational times:

London City Airport maximum permitted operating hours are as follows:

Winter Summer (UTC)

Weekdays 06:30 - 22:00 05:30 - 21:00

Saturdays 06:30 - 12:30 05:30 - 11:30

Sundays 12:30 - 22:00 11:30 - 21:00

Public Holidays 09:00 - 22:00 08:00 – 21:00

Where access to the Airfield is required Airfield works may be undertaken during the

following hours:

Winter Summer (UTC)

Weekdays 22:30 - 05:30 21:30 - 04:30

Saturdays 00:00 - 05:30 & 13:00 -

23:59

00:00 - 04:30 & 12:00 –

23:59

Sundays 00:00 - 11:30 & 22:30 –

23:59

00:00 - 10:30 & 21:30 –

23:59






Public Holidays By Arrangement By Arrangement

1.3.3 Contractor Attributes

The contractors are expected to have the following attributes which LCY considers

necessary to successfully provide the work:

Relevant Experience – Demonstrable experience of the provision of major

construction works including works substantially similar to the major elements of,

and undertaken in a similar environment (Airside within runway strip) to, the

proposed Airfield Drainage and taxiway works;

Financial Strength – Contractors must be of sufficient size, have relevant

resources and the financial status to be classed as capable to reliably deliver major

works similar to those required in performance of the CADP Airfield Drainage and

Taxiway works;

Competency and Capability – Contractors must possess the necessary resources

and relevant skills to complement their history of experience in the successful

delivery of major works similar to those required in performance of the CADP

Airfield Drainage and Taxiway works;

Excellent Health, Safety & Environmental Record; and

Interest & Commitment – Contractors must be able to demonstrate both ability

and a history of commitment to supporting client overarching objectives and policy

goals.

LCY Key Objectives are:

1. Safety as a primary value – target of zero accidents;

2. Execution methodologies that minimise adverse impacts to LCY’s customers

using the airport and which deliver the requirements of airport operations

and stakeholders as planned;

3. Delivery of high quality, technically compliant works;

4. Delivery to programme and in accordance with contract terms;

5. Price competitiveness;






6. Fostering integrated collaborative teamwork, open communication and early

and fair resolution of issues in delivering capital projects.

1.3.4 Programme

Set out below is the proposed procurement programme. This is intended as an

indicative guide only. It is anticipated that the Airfield Drainage and Taxiway Links works

will be awarded in April 2018. Planned dates for key stages are as follows:

Activity Date

Requests for clarifications deadline 25 Oct 2017

Submission of completed PQQ 31 Oct 2017

Tenderers advised of results of PQQ evaluation 17 Nov 2017

Request for Proposal (RFP) issued 17 Nov 2017

RFP closure date 02 Feb 2018

Proposed Contract Award Date 23 Apr 2018

1.4 PQQ Request

LCY has decided to approach the marketplace through the OJEU Contract Notice

mechanism to seek expressions of interest from appropriate companies with the

intention of developing a short list of Contractors to respond to the planned RFP for the

CADP Airfield Drainage and Taxiway Links works.

In order to participate in the selection process, contractors are invited to complete the

PQQ as detailed within this document. The information to be provided is intended to

enable LCY to evaluate the eligibility, economic and financial standing and technical

and professional ability of candidate contractors that have responded to the Contract

Notice. Qualifying candidates may be taken to the next stage of the process and invited

to reply to the RFP.

Contractors are required to complete all questions of the PQQ.

In the event that a question is not relevant to the contractor’s organisation and/or the

contractor is unable to provide a response; then the contractor must clearly state that






the answer is Not Applicable (N/A) with a statement explaining why the question is not

relevant to the contractor’s organisation.

Contractors should send the completed PQQ along with supporting documents to LCY

Delivery Partner Document Control by email at

[email protected] by the deadline. Only submissions to the

said e-mail address will be accepted.

LCY will be using the NEC3 Engineering and Construction Contract, Main Option A with

amendments. LCY reserves the right to change the proposed contract or any of its

terms should a different basis be decided prior to award.

1.5 Evaluation of PQQ Responses

For the purposes of the PQQ, contractors are to demonstrate their creditworthiness,

capability and experience by answering the questions and providing required

information in the following sections:

Section 3 – Company Information including financial information;

Section 4 – Fundamentals including Health and Safety information; and

Section 5 – Experience.

Questions contained in this PQQ will be marked either numerically or on a Pass-Fail,

as described below and the information provided will form part of the selection criteria

used for the assessment of contractors.

Requirements in Section 3 are intended to demonstrate a contractor’s financial strength

and capability to perform the services. Questions in Section 3 are marked on a “Pass”

or “Fail” basis. Submission of the required information/documentation which

demonstrates compliance with a pass/ fail requirement or positive approach to

discharge of legal and financial obligations equates to a “Pass” whereas submission of

inadequate material or no material equates to a “Fail”. Submissions that receive a “Fail”

will be disqualified from further participation.

Responses to questions in Section 4 will also be assessed on a “Pass” or “Fail” basis.

Any submissions that receive a “Fail” will be disqualified from further participation.

Submission of the required information/documentation equates to a “Pass” whereas

submission of inadequate material or no material equates to a “Fail”.

mailto:[email protected]






Each question in Section 5 will be marked on a scale of 0 to 10 based upon the

completeness, relevance and clarity of the response, including the breadth, depth and

value of a contractor’s capabilities to LCY as evidenced by the submission.

Marks are allocated as follows:

0 No information provided or what is provided is irrelevant;

1 – 2 Minimum information provided, statements vague or unclear as to

relevance;

3 – 4 Information substantial but incomplete, of limited relevance and

unsatisfactory;

5 – 6 Information incomplete but generally relevant and satisfactory;

7 – 8 Information generally complete, comprehensive, relevant and

satisfactory; and

9 – 10 Answered fully with information being relevant, comprehensive and

completely satisfactory.

Each question in Section 5 has a weighting as indicated which is applied to the mark

for that question. The weighted mark for each question is then totalled to give an

overall mark.

The overall pass mark to progress to the next stage will be 70% but this may be

adjusted as determined by LCY should circumstances warrant it. LCY may select a

short list of qualified contractors with reference to their respective ranking based on the

weighted total scores.

2.0 Instructions Interested contractors must submit responses to this PQQ by 23:59 GMT Tuesday,

31st October 2017. Responses shall be submitted electronically to a nominated email

address as per section 1.4 above.

No responses will be accepted by LCY after the time and date as set out above.

2.1 Requirements for Further Participation To be considered for further participation, candidate contractors must complete and

return the required information as detailed in this PQQ.






Registering interest in this project and/or submitting a completed response does not

guarantee inclusion of the candidate into the tender enquiry list.

2.2 Queries Any queries or questions concerning this stage of the process or document must be

referred not later than 25th October 2017 directly to LCY Contact Officer: Vegain Doola

(email: [email protected])

All communication and correspondence must be in the English Language.

2.3 Next Steps The responses to the PQQ will be marked individually and scored as per the marking

scheme set out herein.

On the basis of the score, LCY intends to shortlist a number of selected contractors for

the next stage of the tender process. A detailed tender timetable will be provided to the

contractors short listed for this initiative.

Following the PQQ evaluation process, LCY will notify all responsive contractors

whether or not they will proceed to the next phase.

2.4 Non-Reimbursement of Expenses LCY will not reimburse any expenses incurred by any respondents as a result of their

involvement with responding to this document, attending interviews and/or any other

aspects of the process

2.5 Format of Response Each question must be read carefully and an appropriate answer provided. A separate

answer must be provided in the space or format detailed for each question. Answers

must be concise and not exceed the permitted limit. Answers over the prescribed limit

will not be evaluated and scored at zero.

Responses to the questions must be specific to this PQQ. The submission of generic

information, general brochures, marketing information and general information is not

required.

Responses must be submitted in Adobe Acrobat PDF electronic format and using the

code specified in the contract notice to which this PQQ is attached as single documents

or as otherwise requested, or detailed in this PQQ.






2.6 Completeness of Response An incomplete or inadequate response to any question may result in disqualification

from further consideration as described in Section 1.5.






3.0 PQQ – Company Information

3.1 Contact Details Contractor is to provide complete contact details as per the table format provided below

for two representatives for the purposes of this process.

These individuals should ideally be:

A Director or equivalent; or

Bid Manager.

A. Primary Contact (Senior Manager)

Name:

Title:

Address:

Telephone:

Fax:

Mobile:

Email:

B. Alternate Contact

Name:

Title:

Address:

Telephone:

Fax:

Mobile:

Email:






3.2 Company Information (Pass/Fail)

3.2.1 Organisation

Contractor is to provide a Company summary, including:

a) Name, head office address, company number and other key details;

b) Brief history of the Company, including details of any changes of ownership

over the last 5 years;

c) An organisational chart defining close parent, sister and subsidiary companies,

and the relevant division of the company; and

d) Details of any significant pending developments, changes in financial structure

or ownership, prospective takeover bids, buyouts and closures, etc., which are

currently in the public domain.

This section can be submitted via a separate attachment of no more than two

single sided A4 pages of 1.5 spaced lines using Arial typeface size 11 for text.

With specific reference to the requirements of the required works, provide an

organisation chart for the Company, detailing the number of staff and their role (e.g.

technical, non-technical, managerial, specialist) in each group, department, location

etc.

Contractor to restrict its response to no more than two single sided A4 pages of

1.5 spaced lines using Arial typeface size 11 for text.

If contractor’s intended proposal will comprise an existing or proposed Joint Venture

(JV) or consortium arrangement, provide the above information for all members of the

JV or consortium, as well as the following details of the JV or consortium arrangement:

a) The relationship between the companies; and

b) The proposed breakdown of the workload (which company will be responsible

for which activities including nomination of the lead JV partner).






Contractor to restrict its response to no more than one single sided A4 page of

1.5 spaced lines using Arial typeface size 11 for text.

a)

b)

3.2.2 Financial

Contractor to submit:

a) A full Dunn & Bradstreet (D&B) company report, obtained in the last month. If

the contractor, or the relevant division of the contractor, is a subsidiary, part of

another organisation, or any other type of entity which results in a D&B report

being of little or no value, then the contractor is to explain why;

b) Full financial accounts for the past 3 years; and

c) Details of the contractor’s projected turnover and operating profits for the

upcoming 3 years.

d) Has your company or any of its Directors and Executive Officers been the

subject of criminal or civil court action (including for bankruptcy or insolvency) in

respect of the business activities currently engaged in, for which the outcome

was a judgement against you or them?

Please provide details of any such action. Responses will be taken into account

in assessing the outcome of this prequalification application where the

circumstances of the judgement are pertinent to anticipated future projects or

services. They will not necessarily constitute a reason for rejection.

e) If your company or any of its Directors and/ or Executive Officers are the subject

of ongoing or pending criminal or civil court action (including for bankruptcy or

insolvency) in respect of the business activities currently engaged in, have all

claims been properly notified in accordance with the suppliers Professional

indemnity or Product Liability Insurance policy requirements and been accepted

by insurers?






Please provide details of action and confirmation, with references of the

relevant notification and insurer acceptance. Responses will be taken into

account as part of the assessment process.

f) Has your company or any of its Directors and Executive Officers been in receipt

of enforcement/remedial orders that are still unresolved, in the last three years?

Please provide details, including the status of the required action. Responses

will be taken into account as part of the assessment process.

a)

b)

c)

d)

e)

f)






4.0 PQQ – Fundamental Questions (Pass/Fail) A satisfactory response to all of the questions in this section must be provided in

order for the responses to Section 5 (following) to be considered.

The information requested in this section must be provided for all proposed members

of a JV or consortium.

4.1. Annual Turnover For the CADP Airfield Drainage and Taxiway Links contract LCY requires contractors

to have an annual turnover in non-residential Construction in excess of £50 million

per annum over the last 3 years. If contractor responds as a consortium or joint

venture the total annual turnover of the consortium or joint venture will apply.

The contractor is to confirm its annual turnover over the last 3 years meets this

criterion

Answer YES or NO

Turnover for 2015/2016:



4.2. Insurance The contractor is to provide insurance details, with particular reference to:

a) Employer’s Liability (EL);

b) Public Liability (PL);

c) Professional Indemnity Insurance (PII);

d) If currently available, Airside Indemnity Insurance (as endorsement to Public

Liability or separately)

Provide the insurer, policy number, expiry date, limit of cover, policy excess and any

exclusions and confirm minimum PII and PL cover.






Contractor to restrict its response to no more than two single sided A4 pages of 1.5

spaced lines using Arial typeface size 11 for text.

a)

b)

c)

d)

4.3 Health & Safety Performance The contractor is to provide a complete response to the Health and Safety

Questionnaire attached hereto marked as Appendix B.

Contractor is to restrict its response to no more than the completed Health & Safety

Questionnaire and requested supporting documentation

4.4 Environmental Qualification The contractor is to provide complete response to the Environmental Questionnaire

attached hereto marked as Appendix C

Contractor is to restrict its response to completed Environmental Questionnaire and

supporting documents

4.5 Quality & Quality Systems The contractor is to provide a complete response to the Quality Questionnaire attached

hereto marked as Appendix D

Contractor is to restrict its response to completed Quality Questionnaire and

supporting documents

4.6 Human Resources Management The contractor is to provide a complete response to the Human Resources

management attached hereto marked as Appendix E






Contractor is to restrict its response to completed Human Resources Questionnaire

and supporting documents

5.0 PQQ – Experience The information required by this Section 5 must be provided for all proposed members

of a JV or consortium. Certain words and phrases have been identified in bold type is

to assist the contractor to focus on identifying and responding to those areas

important to LCY.

5.1 Previous Company experience and references

(Weighting 50%)

The contractor is to provide:

a) A summary of specific experience as a contractor with responsibility for the

delivery of Airfield Drainage, AGL Ducting Works and taxiway PQ works, with

particular reference to commissions carried out for major projects. Where

possible, provide evidence of working on a range of different types of airport

that demonstrates the breadth of the contractor’s experience with

examples of how this has been deployed to the benefit of other clients.

Where possible include examples of projects undertaken in an operating

environment (e.g. at airports or marine ports). (10%)

b) Three examples of each specific area of experience (drainage ducting taxiway)

(30%). Each of the examples is to provide a synopsis of the works and services

provided which should include the following:

A short description stating:

o the name and location of the works;

o project scope description including the size and value of the works;

o the year completed;

o details of your role on the project, approximate overall project value

and the value of the contractor’s element;

o the type of contract; and

o an indication of out-turn against budget and programme.






Examples of risk identification / mitigation in connection with similarly

scoped work and/or examples of instances where innovation or proprietary

technology were used to your client’s advantage.

Details of delethalisation implications and solutions provided.

Description of equipment including, as appropriate, marine support

equipment highlighting any safety and environmental aspects that might

be relevant to the LCY scope.

c) References (10%)

Note: All references should be within the last 5 years.

In the event of consortia or JVs, the specific references of each member must

be clearly detailed.

Client’s reference details for each of the projects listed above are to be provided

in the format shown in Appendix A.

Contractor is to restrict its response to no more than the below stated limits for single

sided A4 pages for each section above of 1.5 spaced lines using Arial typeface size 11

for text.

a) two pages

b) three pages per example

c) completed reference form

5.2 Competency and Capability – Resources

(Weighting 20%)

(a) The contractor is to provide information on the extent and range of skills that it

has available in its organization including provision of a breakdown of managerial

and supervisory manpower available, specifically identifying capacity and

availability of the type of key resource required to perform the proposed Airfield

Drainage contract. The contractor should identify the key positions necessary to

safely and effectively provide the Airfield Drainage works along with the expected

level of experience and qualifications of people assigned to such key positions. For






identified key positions the contractor may provide details in the form of short

sample CVs for individuals considered appropriate.

(b) The contractor is to provide information on the number and type of Equipment

appropriate to the scope that it has available in its organization. The contractor

should identify equipment that it owns, that it would hire, and equipment that would

be provided under subcontracted scope. The contractor should identify any

specialist Equipment and any constraints on availability of which the contractor

might currently be aware.

(a) Contractor is to restrict its response to no more than two single sided A4

pages of 1.5 spaced lines using Arial typeface size 11 for text to summarise

organizational resources and individual CVs are to be concise and specific and

comprise no more than two single sided A4 pages.

(b) Contractor is to restrict its response to no more than two single sided A4s

5.3 Project and Construction Management

(Weighting 20%)

The contractor is to provide a summary of its project and construction management

processes used to deliver scopes broadly equivalent to the CADP Airfield Drainage and

Taxiway Links works. The contractor is also to provide a summary Project Execution

Plan from a previous Airfield Drainage contract (or for previous contract demonstrably

involving similar construction elements) which is sufficiently comprehensive to

demonstrate how it plans to deliver the works.

Contractor is to restrict its response to no more than four single sided A4 pages of

1.5 spaced lines using Arial typeface size 11 for text plus a summary execution

plan(s) of no more than ten single sided A4 pages of 1.5 spaced lines using Arial

typeface size 11 for text






5.4 Commitment to Client Overarching Objectives

(Weighting 5%)

The contractor is to provide a summary of its understanding of, and an explanation of

how it will commit to adopt and deliver in line with LCY’s key objectives. The summary

must be precise and comprehensive enough to demonstrate in factual terms how the

contractor will embed its commitment into its CADP Airfield Drainage and Taxiway

activities.

Contractor is to restrict its response to no more than 500 words (word count to be

shown).

5.5 Added Value

(Weighting 5%)

The contractor is to describe how it will bring added value to LCY in the delivery of

CADP Airfield Drainage and Taxiway Links works, giving examples of how this has

been successfully achieved on other contracts. Particular areas which the

contractor’s submission should address are: continuous improvement, applying lessons

learned, developing and applying creative solutions and the use of best practice.

Contractor is to restrict its response to no more than 500 words (word count to be

shown).






Appendix A

Format for Client References (Q5)

Question 5.1 part c): Client References for each project example

Project Title:

…………………………………………………………….…………………………………………………….

Tender Value: …………………………………………………………….

Final Account Value: …………………………………………………………….

Value of Works Undertaken by your Company: …………………………………

Procurement Route: …………………………………………………………………

(State whether design and construct or employer design)

Role under CDM (if any)……………………………………………………………….

Awards Received: ………………………………………………………………….….

Form of Contract: …………………………………………………………………..….

a) Client Reference

Name of Organisation: ……………………………………………………….

Name of Contact: ………………………………………………………….….

Address: …………………………………………………………………….…

……………………………………….……………………………………….…

Telephone Number: ……………………………………………………….….

Email Address: ………………………………………………………..………

b) Client Project Manager/Contract Administrator

Name of organisation: ………………………………………………………..

Name of Contact: ……………………………………………………………..

Address: …………………………………………………………….…...…….

…………………………………………………………………………………..

Telephone Number: …………………………………………………………..

Email Address: ………………………………….…………………………….

c) Client’s Cost Manager

Name of Organisation: ……………………………………………………….

Name of Contact: ………………………………………………………….….

Address: …………………………………………………………………….…

…………………………………………………………………….…………….

Telephone Number: …………………………………………………….…….

Email Address: …………………………..……………………………………






Appendix B

QUESTION 4.3 – HEALTH AND SAFETY

Please attach a copy of your Health and Safety Policy Statement

How are the policy and relevant health and safety information communicated to staff?

What is the management level of the person owning the Health & Safety policy?

Management level Name

What is the name of the Health & Safety Manager?

If you have a dedicated Health and Safety Manager what are his/ her qualifications (IOSH/ NEBOSH/etc.)?

Qualifications:

If you have no Health & Safety Manager how do you meet your responsibilities for the Health and Safety at Work Act 1974?

Details:

In brief, how do you manage Health and Safety?

How do you monitor ongoing compliance with your Health and Safety procedures?

Has your company received any awards or citations for good health and safety management arrangements in the past 5 years

YES NO

Do you have a standard risked assessed method statement indicating safe working methods for your area(s) of work? (tick box by typing a ‘’)

YES NO

If yes, please attach copies:






Describe how you ensure that staff, including subcontractors and casual labour, are fully trained and have the relevant skills.

Please provide evidence of Training matrix

Please provide details of sub-contractor vetting procedures for Health & Safety:

Number of notified (RIDDOR) incidents you have recorded in last 3 years: No.

Number of fatalities recorded in the last 5 years? No.

Has your company or a subcontractor working on your behalf over the past 5 years been, or is in the process of being, investigated/ prosecuted for any Health & Safety offence? If the answer to the question is ‘Yes’, please provide a full explanatory statement. Failure to provide information may result in disqualification.

Has your company over the past 5 years been, or is in the process of, having any civil action brought against it for any Health & Safety offence? If the answer to the question is ‘Yes’, please provide a full explanatory statement. Failure to provide information may result in disqualification.

How will you ensure that your company and any sub-contractors will comply with LCY’s Local Site Rules, Health and Safety Policy?






Does your company have a CDM 2015 policy? If “yes” provide a copy.

Does your company have a written Drug/Substance Abuse Policy with Testing? If “yes” provide a copy. What type(s): [ ] Pre-employment [ ] Post Accident [ ] Just Cause [ ] Random






Appendix C

QUESTION 4.4 – ENVIRONMENTAL MANAGEMENT

Please provide copies of your Environmental policies and arrangements

What is the management level of the person owning the Environmental policy?

Management level: Name:

What is the name of the Manager responsible for the Environment?

Management level: Name:

In brief, how do you manage Environmental issues?

List the environmental aspects associated with the product/ service you will be supplying to LCY and describe the approach you will adopt to minimise the impact to the environment.

Are you ISO 14001 certified (tick box by typing a ‘’)? YES NO

Please attach a copy of the certificate How do you monitor ongoing compliance with your Environmental procedures:

Do you assess life cost of products you purchase? YES NO

What measures do you take to minimise the environmental impact of the following: Waste, Re Cycling, Energy Usage, Packaging and Paper?

Do you offer facilities for suppliers to return your used product or packaging for recycling or safe disposal? YES NO

Have you been convicted of breaching any environmental legislation in the last 5 years by the Environment Agency or a Local Authority? YES NO

If ‘yes’ to the forgoing please provide basic details:






Appendix D

QUESTION 4.5 – QUALITY MANAGEMENT

YES NO PLEASE TICK AS APPROPRIATE /COMMENTS

Does your company maintain a formal documented quality management system relevant to the intended scope of the Contract?

Is your system certified to ISO9001:2015 for the scope of the Contract? (please attach copy of certificate)

If the answer to above question is 'No'; please provide the following:

(a) Does the company intend to achieve certification? If so when?

(b) Company Quality Manual (c) Quality Policy (d) Listing of management system procedures

(including current revision status) (e) Organisation chart illustrating QA and QC positions

Do you have arrangements for ensuring that your quality management, including the quality of construction output and general performance, is effective in reducing/preventing incidents of sub-standard delivery?






Appendix E

QUESTION 4.6 – HUMAN RESOURCES MANAGEMENT

What is your approach to people management? Please list and provide evidence of the following policies:

Policy How is this Policy Managed

Right to work in UK

Equality Policy

Modern Slavery Act

Do you have a dedicated HR Manager? (tick box by typing a ‘’) YES NO

If YES please what is their name:

What is the concept of their role?

Do you have any external recognition, e.g. IIP? If YES please provide a copy of certificate

YES NO

Please provide details of memberships, awards and professional qualifications pertaining to your profession or trade? Copies to be attached:

Please explain and give details of your approach to induction for new staff and staff training Attach copies of documentation if necessary:

How do you ensure employees are aware of their rights (tick box by typing a ‘’)?

Written Contracts Employee Handbook Staff notice boards Intranet

Other – Please Detail






Please indicate ways in which you consult employees about decisions which affect them, and get their feedback or ideas (tick box by typing a ‘’)

Meetings Surveys Suggestion Box

Other- Please Detail

What are the normal working hours for employees? Is overtime voluntary?

Yes No

Is it paid at a premium rate? Yes No What is the youngest age at someone

can be employed by the company

Please provide details of the following information covering the last 3 years

Year 2016 2015 2014

Staff turnover rate % % %

Number of directly employed staff

Average length of service of current permanent staff

Average training spend per member of staff

Describe below any recent, current or future initiatives intended to influence the quality of work, culture or attitudes of staff within your organisation:






Appendix F

General Project Information

Drawings:

Reference Title Rev Date

A400-TPS-C-00-L00-DR-GA-864-001 Airfield Drainage Layout - Sheet 1 07 08/09/17




A400-TPS-C-00-XXX-DR-SE-864-201 Proposed Drainage Longitudinal

Sections Sheet 1 of 6 03 08/09/17











23

2425 26

22

21

OTHER

Q 400

F 50

OTHER

Q 400

F 50

5

09-27 09-27 09-27

1

11

1

T

A

X

I

W

A

Y

E

C

H

O

TA

XIW

AY

C

HA

RLIE

T

A

X

I

W

A

Y

D

E

L

T

A

123

VENT CHAMBER

VENT CHAMBER VENT CHAMBERVENT CHAMBER

0.6m

Bagg

age C

ollec

tion A

rea

68sq

m

4

Baggage BeltPres. Len = 37.0 mTotal Len = 48.4 m

3

Pres. Len = 35.7 mTotal Len = 48.1 m

Bagg

age C

ollec

tion A

rea

66.9

sqm

Bagg

age C

ollec

tion A

rea

78.3

sqm

Bagg

age C

ollec

tion A

rea

78.4

sqm

2

Baggage BeltPres. Len = 36.5 mTotal Len = 47.4 m

1


1


Bagg

age C

ollec

tion A

rea

82.4

sqm

AIRSIDELANDSIDE

CU

T L

IN

E

CO

NT

IN

UE

D A

BO

VE

L

V

L

V

L

V

L

V

L

V

LV

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LV

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LV LV LV

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LV LV LV

LV

LV LV LV

LV

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LV

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LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

CP 1

CP 2

CP 3

MH 11-14

SWSW

SWSW

SWSW

SWSW

SW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SW

SW(P)

SW(P)

SW(P)

SW(P)

SW(P)

SW(P)

SW(P)

SW(P)

SW(P)

SW(P)

SW(P)

SW(P)

SW(P)

SW(P)

SW(P)

SW(P)

SW(P)

SW(P)

SW(P)

MH 11-16

MH 11-15

MH 11-13

MH 11-12

∅ 600mm∅ 600mm

SW

SW

SW

SW

SW

SW

SW

∅ 45

0m

m

MH 22-1

SW SW SW SW SW

MH 22-2

∅ 450mm

∅ 750mm

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

∅ 22

5

m

m

∅ 22

5

m

m

∅ 22

5

m

m

CP 4

400 SLOT DRAIN

PUMPING

STATION

1

5

0

S

L

O

T

D

R

A

I

N

VALVE

CHAMBER

PUMPING MAIN 630O/D SDR11

OR SIMILAR IN DUCTILE IRON

3 No. 450/406

PUMPING MAIN

Ø 750mm

1

5

0

S

L

O

T

D

R

A

I

N

150 S

LO

T D

RA

IN

400 SLOT DRAIN

PUMP OUTFALL

CHAMBER

∅ 600mm ∅ 600mm

LEGEND:

DRAINAGE PIPE

DRAINAGE PRESSURE PIPE

SLOT DRAIN

PIT DRAINAGE (INDICATIVE)

DRAINAGE MANHOLE

SLOT DRAIN CATCHPIT

PROPOSED LV DUCTS

SW SW

LV LV

SW(P) SW(P)

CP 2

MH 22-2

09-27

TA

XIW

AY

C

HA

RLIE

VENT CHAMBER VENT CHAMBERVENT CHAMBER

CU

T LIN

E

CO

NT

IN

UE

D B

ELO

W

MH 11-18

SW SW SW SW SW SW SW

SWSW

SWSW

SWSW

SWSW

SWSW

SW

MH 11-17

MH 11-16

∅ 600mm∅ 600mm

∅ 600

m

m

EX CP

Project

Drawing Title

Originating Office

TPS Job Manager

QA System - Checks

Drawn By:

Checked:

Authorised:

Signature Date

TPS Project No.Drawing Status

Scale (at A1) (at A3)

DO NOT SCALE FROM THIS DRAWING

Copyright in all documents and drawings prepared by TPS Consult Ltd. and in

any works executed from those documents and drawings shall remain the

property of TPS Consult Ltd. unless otherwise agreed at project inception.

Birmingham : Croydon : Edinburgh : Sheffield : Wolverhampton

TPS Croydon - Interchange

81-85 Station Road

Croydon

CR0 2RD

United Kingdom

Tel +44 (0)1902 422431

www.tpsconsult.co.uk

[email protected]

CITY AIRPORT

DEVELOPMENT PROGRAMME

P. MISTRY

112931

Rev.Project No. Orig. Disc. Zone Level Type Sht. No.Sub Type Series

A400-TPS-C-00-L00-DR-GA-864-001

L.OLARIU 06/11/2015

AIRFIELD

DRAINAGE LAYOUT

SHEET 1 OF 4

1:500D2 - FOR TENDER

W.HELLYER 06/11/2015

R.MOORE 06/11/2015

07

CO

NT

IN

UE

D O

N D

wg

.N

o. A

40

0-T

PS

-C

-0

0-L0

0-D

R-G

A-864-002

P1

L.OLARIU

06/11/2015

W.HELLYER

06/11/2015

STAGE 3 ISSUE

02

P.OFFER

12/07/16

W.HELLYER

12/07/16

STAGE 3 ISSUE

FOR TENDER

03

R.RYAN

14/11/2016

W.HELLYER

14/11/2016

TENDER ISSUE

NOTES

1. ALL DIMENSIONS IN METRES UNLESS

OTHERWISE STATED

2. FOR SURFACE WATER DRAINAGE

INSTALLATION DETAILS REFER TO

DRAWINGS A400-TPS-C-XXX-DR-DE-864-001

TO 006

3. AGL PITS TO BE PROTECTED FROM

BACKFLOW FROM DRAINAGE SYSTEM.

PILING AND DECK

PACKAGE BOUNDARY

04

R.RYAN

13/01/2017

P. MISTRY

13/01/2017

NOTE 2 REVISED.

05

R.RYAN

23/03/2017

P. MISTRY

23/03/2017

INSET ADDED

INSET

06

R.RYAN

12/05/2017

P. MISTRY

12/05/2017

AGL DRAINAGE IN DECK DELETED

SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION

In addition to the hazards and risks normally associated with the type of work

detailed on this drawing. NOTE SIGNIFICANT HAZARDS AS IDENTIFIED

CONSTRUCTION:

FOR CONSTRUCTION, OPERATION, MAINTENANCE AND DEMOLITION

RISKS REFER TO COMBINED CADP RISK REGISTER:

A400-01-U-REG-00001-02

MAINTENANCE:

SEE ABOVE

DECOMISSIONING / DEMOLITION:

SEE ABOVE

It is assumed that all works will be undertaken by a competent contractor;

working where appropriate, to an approved method statement.

07

R.RYAN

08/09/2017

P. MISTRY

08/09/2017

STAGE 3 UPDATE ISSUE

2627

28

29 3031

32

1

1

11

1

11

1

SEGS MOUNTED

ON POST

TAXILANE

FLOODLIGHTING

MAST

FLOODLIGHTING

MAST

SIDES VMA 112

SW(P)

MH 11-13

MH 11-12

SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW

∅ 750mm∅ 750mm∅ 750mm

MH 11-11 MH 11-10

SW

SW

SW

SW

SW

SW

SW

SW

SW

∅ 45

0m

m

MH 18-1

∅ 450mm

MH 18-2

∅ 45

0m

m

SW

SW

SW

SW

SW

SW

SW

SW

SW

MH 19-1

MH 19-2

∅ 45

0m

m

∅ 450mm

∅ 45

0m

m

SW

SW

SW

SW

SW

SW

SW

SW

SW

∅ 45

0m

m

MH 20-1

MH 20-2

∅ 450mm

∅ 45

0m

m

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

∅ 45

0m

m

∅ 450mm

MH 21-1

SW

SW

SW

SW

∅ 45

0m

m

MH 21-2

∅ 45

0m

m

MH 22-3

MH 23-1∅ 450mm

∅ 75

0m

m

SW SW SW SW SW SW SW

∅ 750mm

CP 5

CP 9

CP 8CP 7CP 6

PUMPING

STATION

3000W x 2100D BOX CULVERT

VALVE

CHAMBER

3 No. 450/406

PUMPING MAIN

Ø 750mm

Ø 750mm

400 SLOT DRAIN

Ø 750mm

ATTENUATION

TANK

PIER FOOTPRINT

DRAINING TO DOCK

400 SLOT DRAIN 400 SLOT DRAIN

400 SLOT DRAIN

400 SLOT DRAIN400 SLOT DRAIN 400 SLOT DRAIN

VALVE IN CHAMBER TO CLOSE

SYSTEM DURING AIRCRAFT DE-ICING









FULL RETENTION OIL SEPARATOR

FOR DETAILS SEE DRAWING

A400-TPS-C-00-XXX-DR-DE-864-001

1

L

V

L

V

L

V

L

V

L

V

L

V

L

V

LV

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LV

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LV

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LV

LV

LV

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LV LV LV

ED

ED

ED

ED

ED

ED

ED

LV

LV

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LV LV LV

LV

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LVLV

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LV

LV

LV

LV

LV

LV

LV

LV

LV

ED

ED

ED

ED

ED

ED

ED

LEGEND:

DRAINAGE PIPE


SLOT DRAIN


DRAINAGE MANHOLE

SLOT DRAIN CATCHPIT

PROPOSED LV DUCTS

SW SW

LV LV

SW(P) SW(P)

CP 2

MH 22-2

SD SD SD SD SD SD SD SD SD

Project

Drawing Title

Originating Office

TPS Job Manager

QA System - Checks

Drawn By:

Checked:

Authorised:

Signature Date









81-85 Station Road

Croydon

CR0 2RD

United Kingdom

Tel +44 (0)1902 422431


[email protected]

CITY AIRPORT


P. MISTRY

112931


A400-TPS-C-00-L00-DR-GA-864-002

L.OLARIU 06/11/2015

AIRFIELD

DRAINAGE LAYOUT

SHEET 2 OF 4



R.MOORE 06/11/2015

05

CO

NT

IN

UE

D O

N D

wg

.N

o. A

40

0-T

PS

-C

-00

-L

00-D

R-G

A-8

64-003

P1

L.OLARIU

06/11/2015

W.HELLYER

06/11/2015

STAGE 3 ISSUE

02

P.OFFER

12/07/16

W.HELLYER

06/11/2015

STAGE 3 ISSUE

FOR TENDER

03

R.RYAN

14/11/2016

W.HELLYER

14/11/2016

TENDER ISSUE

CO

NT

IN

UE

D O

N D

wg

.N

o. A

40

0-T

PS

-C

-00

-L

00-D

R-G

A-8

64-001

NOTES

1. ALL DIMENSIONS IN M UNLESS OTHERWISE

STATED




TO 004



PILING AND DECK

PACKAGE BOUNDARY

04

R.RYAN

12/05/2017

P. MISTRY

12/05/2017





CONSTRUCTION:



A400-01-U-REG-00001-02

MAINTENANCE:

SEE ABOVE


SEE ABOVE



05

R. RYAN

08/09/2017

P. MISTRY

08/09/2017


31

32

1

1

11

TAXILANE

T

A

X

I

W

A

Y

F

O

X

T

R

O

T

SIDES VMA 112

CP 17

MH 16-1

SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW

∅ 750mm ∅ 525mm

∅ 750mm

∅ 750mm∅ 750mm∅ 750mmMH 11-11 MH 11-10 MH 11-9

MH 11-8

MH 11-7

MH 11-6

SW

SW

SW

SW

SW

SW

SW

SW

SW

∅ 45

0m

m

MH 14-1

MH 14-2

∅ 450mm

∅ 45

0m

m

SW

SW

SW

SW

SW

SW

SW

S

W

S

W

MH 15-1

MH 15-2

∅ 45

0m

m

∅ 37

5m

m

S

W

S

W

S

W

∅ 30

0

m

m

SW

SW

SW

SW

SW

SW

SW

SW

SW

∅ 450mm

∅ 45

0m

m

SW

SW

SW

SW

SW

SW

SW

SW

SW

∅ 45

0m

m

MH 18-1

∅ 450mm

MH 18-2

∅ 45

0m

m

SW

SW

SW

SW

SW

SW

SW

SW

SW

MH 19-1

MH 19-2

∅ 45

0m

m

∅ 45

0m

m

CP 17CP 11

CP 10

CP 9

CP 8

∅ 45

0

m

m

MH 17-1

MH 17-2

S

W

S

W

∅ 37

5

m

m

∅ 375

m

m

CP 13

EX SWS 5

∅ 225mm

∅ 450mm∅ 225mm

∅ 225mm

∅ 45

0m

m

225 SLOT DRAIN225 SLOT DRAIN

225 SLOT DRAIN

3

0

0

S

L

O

T

D

R

A

I

N

3

0

0

S

L

O

T

D

R

A

I

N

225 SLOT DRAIN

225 SLOT DRAIN

225 SLOT DRAIN

CP 21

CP 22

CP 25

CP 29

400 SLOT DRAIN 400 SLOT DRAIN 400 SLOT DRAIN 400 SLOT DRAIN

400 SLOT DRAIN 400 SLOT DRAIN 400 SLOT DRAIN





CP 14

3

0

0

S

L

O

T

D

R

A

IN

S

W

S

W

4

0

0

S

L

O

T

D

R

A

I

N

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV

LV LV

LV

LV LV LV

LV

LV

LV

LV

LV

LVLV

LV

LV

LV

LV

LV

LV

LV

LV

LV

AREA SAFEGUARDED FOR 3

FUTURE GHOST STANDS.

LEGEND:

DRAINAGE PIPE


SLOT DRAIN


DRAINAGE MANHOLE

SLOT DRAIN CATCHPIT

PROPOSED LV DUCTS

SW SW

LV LV

SW(P) SW(P)

CP 2

MH 22-2


Project

Drawing Title

Originating Office

TPS Job Manager

QA System - Checks

Drawn By:

Checked:

Authorised:

Signature Date









81-85 Station Road

Croydon

CR0 2RD

United Kingdom

Tel +44 (0)1902 422431


[email protected]

CITY AIRPORT


P. MISTRY

112931


A400-TPS-C-00-L00-DR-GA-864-003

L.OLARIU 06/11/2015

AIRFIELD

DRAINAGE LAYOUT

SHEET 3 OF 4



R.MOORE 06/11/2015

05

CO

NT

IN

UE

D O

N D

wg.N

o. A

400-T

PS

-C

-00-L00-D

R-G

A-864-004

NOTES


STATED




TO 004



P1

L.OLARIU

06/11/2015

W.HELLYER

06/11/2015

PRELIMINARY ISSUE

02

P.OFFER

06/11/2015

W.HELLYER

06/11/2015

PRELIMINARY ISSUE

FOR TENDER

03

R.RYAN

14/11/2016

W.HELLYER

14/11/2016

TENDER ISSUE

PILING AND DECK

PACKAGE BOUNDARY

CO

NT

IN

UE

D O

N D

wg.N

o. A

400-T

PS

-C

-00-L00-D

R-G

A-864-002

04

R.RYAN

12/05/2017

P. MISTRY

12/05/2017





CONSTRUCTION:



A400-01-U-REG-00001-02

MAINTENANCE:

SEE ABOVE


SEE ABOVE



05

R. RYAN

08/09/2017

P. MISTRY

08/09/2017


AutoCAD SHX Text

450mm

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450mm

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450mm

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450mm

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375mm

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375mm

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375mm

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375mm

AutoCAD SHX Text

BLANK COVERS (PSA TYPE PC13)

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SWS5

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SWS7

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SWS8

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SWS9

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SWN10

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SWN9

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SWN8

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SWN7

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SWN6

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SWN5

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375

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375

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375

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ACAD

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PLOT SCALE

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Rev

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Date

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A

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PROPOSED PARALLEL TAXILANE

SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW

SW

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SW

SW

SW

SW

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∅ 45

0m

m

∅ 52

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m

m

∅ 4

50m

m

∅ 525mm ∅ 525mm

MH 11-6 MH 11-5

MH 11-4

MH 11-3

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S

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MH 12-3

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MH 12-1

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MH 14-2

∅ 45

0m

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CP 17 CP 18 CP 19

S

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SW

S

W

S

W

S

W

S

W

SW

SW

SW

SW

∅ 22

5

m

m

∅ 225m

m

∅ 22

5

m

m ∅ 225m

m

∅ 22

5

m

m

∅ 225mm

SW

SW

SW

SW

SW

SW

S

W

∅ 225mm

∅ 22

5

m

m

225 SLOT DRAIN

225 SLOT DRAIN

EX CP23

EX CP11

EX CP6

EX CP18

EX CP19

EX MH 20

MH 24-1

MH 24-2

CP 20

EX MH 7

EX MH 5

∅ 300m

m

∅ 300m

m

EX SWS 5

∅ 225mm

∅ 450mm

∅ 45

0m

m

∅ 300mm

225 SLOT DRAIN ∅ 450mm

225 SLOT DRAIN

∅ 225mm

∅ 225mm

225 SLOT DRAIN

CP 25

CP 26

CP 28

400 SLOT DRAIN 400 SLOT DRAIN 400 SLOT DRAIN

LV LV LV LV LV LV LV LV LV LV LV LV

L

V

LV LV

L

V

LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV

L

V

L

V

L

V

L

V

L

V

L

V

L

V

L

V

L

V

LV

LV

LEGEND:

DRAINAGE PIPE


SLOT DRAIN


DRAINAGE MANHOLE

SLOT DRAIN CATCHPIT

PROPOSED LV DUCTS

SW SW

LV LV

SW(P) SW(P)

CP 2

MH 22-2


Project

Drawing Title

Originating Office

TPS Job Manager

QA System - Checks

Drawn By:

Checked:

Authorised:

Signature Date









81-85 Station Road

Croydon

CR0 2RD

United Kingdom

Tel +44 (0)1902 422431


[email protected]

CITY AIRPORT


P. MISTRY

112931


A400-TPS-C-00-L00-DR-GA-864-004

P.OFFER 12/07/2016

AIRFIELD

DRAINAGE LAYOUT

SHEET 4 OF 4



04

Rev DateRevised By Checked By Date

01

P.OFFER

12/07/16

W.HELLYER

12/07/16

STAGE 3 ISSUE

02

R.RYAN

14/11/2016

W.HELLYER

14/11/2016

TENDER ISSUE

FOR TENDER

CO

NT

IN

UE

D O

N D

wg.N

o. A

400

-T

PS

-C

-0

0-L

00

-D

R-G

A-8

64-003

NOTES


STATED




TO 004



03

R.RYAN

12/05/2017

P. MISTRY

12/05/2017


PILING AND DECK

PACKAGE BOUNDARY




CONSTRUCTION:



A400-01-U-REG-00001-02

MAINTENANCE:

SEE ABOVE


SEE ABOVE



04

R. RYAN

08/09/2017

P. MISTRY

08/09/2017


LE

VE

L

LINE 11 LONG SECTION

SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT

EASTING AND NORTHING

00.000

10.000

20.000

30.000

40.000

46.550

50.000

50.517

60.000

64.127

70.000

72.410

80.000

90.000

100.000

110.000

120.000

121.741

130.000

140.000

150.000

160.000

170.000

180.000

181.750

190.000

200.000

210.000

220.000

230.000

238.432

240.000

250.000

260.000

270.000

280.000

290.000

293.228

300.000

5.591

5.620

5.624

5.527

5.513

5.553

5.529

5.496

5.487

5.458

5.418

5.419

5.416

5.435

5.431

5.434

5.404

5.455

5.421

5.424

5.328

5.183

5.451

5.376

5.382

5.381

5.386

5.424

5.504

5.464

5.467

5.448

5.433

5.444

6.110

6.190

6.273

6.213

6.085

5.988

5.908

5.897

5.700

5.626

5.392

5.384

5.344

5.290

5.198

5.076

4.956

4.832

4.809

4.828

4.837

4.763

4.878

5.016

5.060

5.144

2.792

2.660

3.694

3.316

5.000

4.878

3.291

3.143

3.143

2.962

2.962

2.792

2.660

3.316

3.291

5.300

5.000

4.295

4.374

4.142

4.178

E: 543285.930

N: 180396.962

E: 543286.019

N: 180400.928

E: 543285.221

N: 180414.515

E: 543277.176

N: 180416.483

E: 543167.863

N: 180418.926

E: 543227.857

N: 180417.586

E: 543056.413

N: 180421.418

E: 543111.195

N: 180420.193

E: 543284.890

N: 180350.424

MH 11-7

MH 11-8

MH 11-6

MH 11-5

∅ 525mm ∅ 750mm ∅ 750mm

∅ 525mm

MH 11-4

∅ 525mm

MH 11-3

∅ 450m

m

MH 11-2

MH 11-1

∅ 450mm

∅ 450mm

CP 19

EX

IS

TIN

G 4X

2/100 LV

D

UC

T

PR

OP

OS

ED

3x2/100 LV

D

UC

T

PR

OP

OS

ED

3x2/100 LV

D

UC

T

PR

OP

OS

ED

3x2/100 LV

D

UC

T

PR

OP

OS

ED

300m

m S

LO

T D

RA

IN

PROPOSED 400mm

SLOT DRAIN

PR

OP

OS

ED

4x3/100 LV

D

UC

T

290.000

293.228

300.000

310.000

320.000

330.000

331.663

340.000

350.000

360.000

370.000

380.000

390.000

391.757

400.000

410.000

420.000

430.000

440.000

450.000

460.000

470.000

480.000

481.721

490.000

495.277

500.000

510.000

520.000

530.000

540.000

541.721

550.000

560.000

570.000

580.000

590.000

5.448

5.433

5.444

5.412

5.435

5.402

5.386

5.391

5.405

5.413

5.440

5.392

5.462

5.459

5.425

5.392

5.452

5.459

5.446

5.443

5.499

5.468

5.462

5.465

5.437

5.442

5.452

5.439

5.440

5.508

5.375

5.382

5.427

5.378

5.375

5.387

5.398

5.016

5.060

5.144

5.318

2.660

2.567

2.420

2.200

2.166

2.420

2.200

2.660

2.567

E: 542867.967

N: 180425.632

E: 542957.909

N: 180423.640

E: 543017.987

N: 180422.277

E: 543056.413

N: 180421.418

MH 11-8

MH 11-9

MH 11-10 MH 11-11

∅ 750mm ∅ 750mm ∅ 750mm ∅ 750mm


ATTENUATION

TANK

LE

VE

L

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


NOTES

1. SCHEME LEVEL DRAINAGE SECTIONS SHOWN

FOR ILLUSTRATION OF SCHEME. DETAILS MAY

VARY AS DESIGN DEVELOPS.

2. FOR LOCATIONS REFER TO SURFACE WATER

DRAINAGE LAYOUT DRAWINGS

A400-TPS-C-00-L00-DR-GA-864-001 TO 004.

Project

Drawing Title

Originating Office

TPS Job Manager

QA System - Checks

Drawn By:

Checked:

Authorised:

Signature Date









81-85 Station Road

Croydon

CR0 2RD

United Kingdom

Tel +44 (0)1902 422431


[email protected]

CITY AIRPORT


P. MISTRY

112931


A400-TPS-C-00-XXX-DR-SE-864-201

R. RYAN 08/12/2016

PROPOSED DRAINAGE

LONGITUDINAL SECTIONS

SHEET 1 OF 6

1:500 (H) 1:100 (V)D2 - FOR TENDER


G. PRICKETT 08/12/2016

03


01

R. RYAN

08/12/2016

W.HELLYER

08/12/2016

INITIAL ISSUE

FOR TENDER

CO

NT

IN

UE

D A

BO

VE

CO

NT

IN

UE

D B

ELO

WC

ON

TIN

UE

D O

N D

RA

WIN

G

A400-T

PS

-C

-00-X

XX

-D

R-S

E-864-202

02

R. RYAN

31/03/2017

P. MISTRY

31/03/2017

ISSUED FOR INFORMATION

03

R. RYAN

08/09/2017

P. MISTRY

08/09/2017





CONSTRUCTION:



A400-01-U-REG-00001-02

MAINTENANCE:

SEE ABOVE


SEE ABOVE



MH 11-11

∅ 750mm

EX CP

LEGEND

PROPOSED MANHOLE

PROPOSED PIPE

EXISTING CATCHPIT

LE

VE

L

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


590.000

600.000

601.721

610.000

620.000

630.000

640.000

650.000

660.000

661.721

668.777

670.000

671.777

680.000

686.777

690.000

690.777

696.027

700.000

701.633

710.000

720.000

730.000

740.000

750.000

760.000

770.000

780.000

790.000

800.000

810.000

814.469

820.000

830.000

840.000

850.000

860.000

870.000

880.000

890.000

5.398

5.415

5.403

5.476

5.464

5.464

5.477

5.436

5.428

5.447

5.470

5.467

5.451

5.433

5.447

5.410

5.416

5.399

5.395

5.395

5.414

5.383

5.451

5.068

5.018

5.181

5.221

5.332

5.432

5.413

5.407

5.367

5.391

5.327

5.384

5.356

5.364

5.365

5.380

5.336

5.146

5.282

5.343

4.079

1.957

1.943

1.971

1.957

2.025

2.017

1.980

1.971

3.495

3.674

3.647

3.801

1.943

2.489

2.489

4.079

E: 542648.112

N: 180430.651

E: 542535.493

N: 180437.635

E: 542658.963

N: 180430.328

E: 542653.714

N: 180430.445

E: 542552.445

N: 180436.557

MH 11-12MH 11-13

MH 11-14

∅ 750mm

∅ 750mm

∅ 750mm

∅ 400mm

∅ 600mm

PUMPING STATION

∅ 600mm

EX

IS

TIN

G 2x2/100 LV

D

UC

T

EX

IS

TIN

G LV

P

IT

G

A74 A

ND

4x1/100 D

UC

T

PR

OP

OS

ED

Ø

225m

m S

W P

IP

E

PR

OP

OS

ED

Ø

225m

m S

W P

IP

E

EX

IS

TIN

G Ø

225m

m S

W P

IP

E

OIL SEPARATOR


ATTENUATION

TANK


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

TAXIWAY ECHO

870.000

880.000

890.000

900.000

904.436

910.000

920.000

930.000

940.000

950.000

960.000

970.000

980.000

985.982

990.000

1000.000

1010.000

1020.000

1030.000

1040.000

1050.000

1052.652

1060.000

1070.000

1080.000

1090.000

1100.000

1101.087

1108.842

5.365

5.380

5.336

5.392

5.429

5.502

5.583

5.543

5.533

5.448

5.357

5.266

5.216

5.169

5.170

5.124

5.096

5.048

4.786

4.841

4.709

4.773

4.806

4.839

4.861

4.900

4.923

4.915

4.833

2.546

2.498

3.642

3.642

2.647

2.613

2.546

2.498

2.490

2.647

2.613

E: 542363.986

N: 180437.885

E: 542248.894

N: 180439.532

E: 542297.321

N: 180438.582

E: 542445.528

N: 180437.033

E: 542243.874

N: 180433.621

E: 542401.124

N: 180437.497

MH 11-15

MH 11-16

MH 11-17

MH 11-18

∅ 600mm

∅ 600m

m

∅ 600mm ∅ 600mm

∅ 600mm

EX CP

∅ 600mm

EX

IS

TIN

G 6x2/150 LV

D

UC

T

EX

IS

TIN

G 3x2/150 LV

D

UC

T


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

TAXIWAY DELTA TAXIWAY CHARLIE

LE

VE

L

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


Project

Drawing Title

Originating Office

TPS Job Manager

QA System - Checks

Drawn By:

Checked:

Authorised:

Signature Date









81-85 Station Road

Croydon

CR0 2RD

United Kingdom

Tel +44 (0)1902 422431


[email protected]

CITY AIRPORT


P. MISTRY

112931


A400-TPS-C-00-XXX-DR-SE-864-202

R. RYAN 08/12/2016

PROPOSED DRAINAGE


SHEET 2 OF 6

1:500 (H) 1:100 (V)D2 - FOR TENDER



03


FOR TENDER

CO

NT

IN

UE

D A

BO

VE

CO

NT

IN

UE

D B

ELO

W

CO

NT

IN

UE

D F

RO

M D

RA

WIN

G

A400-T

PS

-C

-00-X

XX

-D

R-S

E-864-202

01

R. RYAN

08/12/2016

W.HELLYER

08/12/2016

INITIAL ISSUE

02

R. RYAN

31/03/2017

P. MISTRY

31/03/2017


03

R. RYAN

08/09/2017

P. MISTRY

08/09/2017





CONSTRUCTION:



A400-01-U-REG-00001-02

MAINTENANCE:

SEE ABOVE


SEE ABOVE



NOTES






A400-TPS-C-00-L00-DR-GA-864-001 TO 004.

MH 11-11

∅ 750mm

EX CP

LEGEND

PROPOSED MANHOLE

PROPOSED PIPE

EXISTING CATCHPIT

LE

VE

L


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

20.000

29.180

30.000

40.000

50.000

60.000

69.829

70.000

80.000

90.000

92.773

100.000

110.000

120.000

128.710

5.791

5.868

5.839

5.857

5.858

5.849

5.870

5.838

5.813

5.813

5.659

5.539

5.490

5.472

5.520

5.582

5.513

5.699

5.626

4.450

4.300

4.650

4.450

4.960

4.650

3.447

3.213

E: 543285.221

N: 180414.515

E: 543319.554

N: 180425.130

E: 543330.754

N: 180405.105

E: 543371.387

N: 180403.986

E: 543400.508

N: 180402.122

EX CP19

∅ 225mm

MH 12-1

∅ 300mm

MH 12-2

∅ 300mm

MH 12-3

MH 11-3

LE

VE

L


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

20.000

30.000

40.000

46.555

50.000

50.516

60.000

65.870

5.575

5.613

5.618

5.517

5.416

5.751

5.851

5.951

5.914

5.811

5.687

5.607

5.604

3.521

3.444

4.650

4.620

4.950

4.650

E: 543227.534

N: 180402.235

E: 543227.445

N: 180398.275

E: 543227.857

N: 180417.586

E: 543226.404

N: 180351.732

MH 11-5

∅ 450mm

MH 13-2

MH 13-1

∅ 450mm

∅ 450mm

CP 18

∅ 450mm

EX

IS

TIN

G 4x2/100 LV

D

UC

T

TEMPORARY PLUG TO PIPE. CATCH PIT

CP18 TEMPORARILY DRAINING TO DOCK.

(SEE DETAIL A, DRAWING

A400-TPS-C-00-XXX-DR-DE-864-202)

EX

IS

TIN

G 4x2/100 LV

D

UC

T

EX

IS

TIN

G 2x2/100 LV

D

UC

T

PR

OP

OS

ED

4x3/100 LV

D

UC

T

LE

VE

L


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

17.995

20.000

30.000

35.980

5.417

5.287

5.178

5.223

5.349

5.433

4.734

4.927

5.056

5.044

5.026

5.060

3.237

3.147

3.147

3.057

E: 543079.881

N: 180424.134

E: 543066.579

N: 180436.253

E: 543056.413

N: 180421.418

MH 11-8

∅ 375mm

MH 16-1

∅ 375mm

CP 13

LE

VE

L


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

20.000

30.000

40.000

50.000

60.000

65.868

5.645

5.568

5.424

5.597

5.696

5.796

5.734

5.594

5.499

5.462

5.384

4.700

4.400

4.394

4.370

3.474

3.397

E: 543166.419

N: 180353.074

E: 543167.460

N: 180399.622

E: 543167.549

N: 180403.577

E: 543167.863

N: 180418.926

MH 11-6

MH 14-2

MH 14-1

CP 17

450 mm Concrete Pipe

∅ 450mm

450 mm Concrete Pipe

PR

OP

OS

ED

3x2/100 LV

D

UC

T

EX

IS

TIN

G 4x2/100 LV

D

UC

T

TEMPORARY PLUG TO PIPE. CATCH PIT

CP18 TEMPORARILY DRAINING TO DOCK.

(SEE DETAIL A, DRAWING

A400-TPS-C-00-XXX-DR-DE-864-202)

LE

VE

L


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

20.000

30.000

40.000

46.566

50.000

50.515

60.000

66.215

5.611

5.664

5.672

5.533

5.381

5.090

5.215

5.344

5.265

5.111

5.037

5.002

4.999

4.913

4.832

3.044

2.792

3.994

3.970

4.300

4.000

3.857

E: 543111.195

N: 180420.193

E: 543107.564

N: 180404.918

E: 543107.475

N: 180400.970

E: 543106.434

N: 180354.416

CP 11

∅ 450mm

MH 15-1

MH 15-2

∅ 450mm

∅ 450mm

MH 11-7

EX

IS

TIN

G 4x2/100 LV

D

UC

T

PR

OP

OS

ED

4x3/100 LV

D

UC

T

PR

OP

OS

ED

4x3/100 LV

D

UC

T

Project

Drawing Title

Originating Office

TPS Job Manager

QA System - Checks

Drawn By:

Checked:

Authorised:

Signature Date









81-85 Station Road

Croydon

CR0 2RD

United Kingdom

Tel +44 (0)1902 422431


[email protected]

CITY AIRPORT


P. MISTRY

112931


A400-TPS-C-00-XXX-DR-SE-864-203

R. RYAN 08/12/2016

PROPOSED DRAINAGE


SHEET 3 OF 6

1:500 (H) 1:100 (V)D2 - FOR TENDER



03


FOR TENDER

01

R. RYAN

08/12/2016

W.HELLYER

08/12/2016

INITIAL ISSUE

02

R. RYAN

31/03/2017

P. MISTRY

31/03/2017


03

R. RYAN

08/09/2017

P. MISTRY

08/09/2017





CONSTRUCTION:



A400-01-U-REG-00001-02

MAINTENANCE:

SEE ABOVE


SEE ABOVE



NOTES






A400-TPS-C-00-L00-DR-GA-864-001 TO 004.

MH 11-11

∅ 750mm

EX CP

LEGEND

PROPOSED MANHOLE

PROPOSED PIPE

EXISTING CATCHPIT

LE

VE

L


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

20.000

30.000

40.000

46.581

50.000

50.515

60.000

65.888

5.615

5.672

5.680

5.554

5.459

5.085

5.214

5.344

5.459

5.570

3.391

3.314

3.994

3.970

4.300

4.000

E: 542957.909

N: 180423.640

E: 542957.601

N: 180408.270

E: 542957.513

N: 180404.338

E: 542956.472

N: 180357.768

MH 11-10

∅ 450mm

MH 18-2

∅ 450mm

MH 18-1

∅ 450mm

CP 9

LE

VE

L

LINE 17 LONG SECTION (3)

SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

20.000

30.000

40.000

50.000

60.000

65.866

5.662

5.494

5.386

5.085

5.221

5.347

5.333

5.284

5.339

3.552

3.475

4.000

3.970

4.300

4.000

E: 543017.987

N: 180422.277

E: 543017.586

N: 180406.929

E: 543017.498

N: 180402.990

E: 543016.457

N: 180356.428

MH 11-9

∅ 450mm

MH 17-2

∅ 450mm

MH 17-1

∅ 450mm

EX

IS

TIN

G 4x2/100 LV

D

UC

T

PR

OP

OS

ED

4x1/100 LV

D

UC

T

EX

IS

TIN

G 4x2/100 LV

D

UC

T

PR

OP

OS

ED

4x1/100 LV

D

UC

T

LE

VE

L

LINE 20 LONG SECTION (2)

SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

20.000

30.000

40.000

46.597

50.000

50.516

60.000

65.875

67.409

5.620

5.655

5.656

5.488

5.382

5.325

5.085

5.214

5.344

5.459

5.570

4.300

4.000

3.994

3.970

3.473

3.404

E: 542807.638

N: 180411.624

E: 542807.551

N: 180407.706

E: 542806.509

N: 180361.121

∅ 450mm

∅ 450mm

∅ 450mm

3000W

x 2100D

B

ox C

ulvert

LE

VE

L


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

20.000

30.000

40.000

46.591

50.000

50.516

60.000

65.869

5.585

5.620

5.630

5.541

5.465

5.085

5.214

5.344

5.459

5.570

4.300

4.000

3.994

3.970

3.507

3.430

E: 542866.494

N: 180359.780

E: 542867.536

N: 180406.359

E: 542867.623

N: 180410.283

E: 542867.967

N: 180425.632

∅ 450mm

CP 8

MH 19-1

MH 19-2

∅ 450mm

∅ 450mm

MH 11-11

CP 7

MH 20-1

MH 20-2

EX

IS

TIN

G 4x2/100 LV

D

UC

T

PR

OP

OS

ED

4x1/100 LV

D

UC

T

EX

IS

TIN

G 4x2/100 LV

D

UC

T

PR

OP

OS

ED

4x1/100 LV

D

UC

T

Project

Drawing Title

Originating Office

TPS Job Manager

QA System - Checks

Drawn By:

Checked:

Authorised:

Signature Date









81-85 Station Road

Croydon

CR0 2RD

United Kingdom

Tel +44 (0)1902 422431


[email protected]

CITY AIRPORT


P. MISTRY

112931


A400-TPS-C-00-XXX-DR-SE-864-204

R. RYAN 08/12/2016

PROPOSED DRAINAGE


SHEET 4 OF 6

1:500 (H) 1:100 (V)D2 - FOR TENDER



03


FOR TENDER

01

R. RYAN

08/12/2016

W.HELLYER

08/12/2016

INITIAL ISSUE

02

R. RYAN

31/03/2017

P. MISTRY

31/03/2017


03

R. RYAN

08/09/2017

P. MISTRY

08/09/2017





CONSTRUCTION:



A400-01-U-REG-00001-02

MAINTENANCE:

SEE ABOVE


SEE ABOVE



NOTES






A400-TPS-C-00-L00-DR-GA-864-001 TO 004.

MH 11-11

∅ 750mm

EX CP

LEGEND

PROPOSED MANHOLE

PROPOSED PIPE

EXISTING CATCHPIT

LE

VE

L


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

20.000

30.000

40.000

46.603

50.000

50.516

60.000

67.379

5.633

5.672

5.678

5.566

5.321

5.085

5.214

5.344

5.459

5.570

4.300

4.000

3.993

3.970

3.549

3.480

E: 542747.653

N: 180412.965

E: 542747.566

N: 180409.053

E: 542746.524

N: 180362.462

LE

VE

L


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

20.000

30.000

40.000

46.615

50.000

50.516

60.000

70.000

80.000

90.000

100.000

110.000

110.516

120.000

127.380

5.650

5.702

5.710

5.712

5.706

5.714

5.704

5.692

5.694

5.698

5.606

5.419

5.085

5.222

5.346

5.458

5.569

3.993

3.970

4.023

4.000

3.614

3.234

3.515

3.364

3.801

3.647

3.674

3.495

4.487

4.485

4.300

4.030

3.234

3.165

E: 542626.555

N: 180365.144

E: 542627.597

N: 180411.748

E: 542627.684

N: 180415.648

E: 542687.669

N: 180414.306

∅ 450mm

MH 21-2

MH 21-1

∅ 450mm

∅ 450mm

CP 6

∅ 750mm

MH 22-3

∅ 750mm

MH 22-2

MH 22-1

∅ 450mm

∅ 450mm

CP 4

3000W

x 2100D

B

ox C

ulvert

EX

IS

TIN

G 4x2/100 LV

D

UC

T

PR

OP

OS

ED

4x1/100 LV

D

UC

T

3000W

x 2100D

B

ox C

ulvert

EX

IS

TIN

G 4x2/100 LV

D

UC

T

PR

OP

OS

ED

4x1/100 LV

D

UC

T

LE

VE

L


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

20.000

30.000

40.000

46.609

50.000

50.516

5.644

5.689

5.698

5.085

5.214

5.344

5.459

5.570

3.993

3.970

4.300

4.000

3.614

3.234

4.485

4.485

E: 542687.669

N: 180414.306

E: 542687.582

N: 180410.400

E: 542686.540

N: 180363.803

MH 23-1

∅ 450mm

∅ 450mm

CP 5

LE

VE

L


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

10.242

20.000

30.000

40.000

48.978

5.736

5.855

5.853

5.642

5.627

5.646

5.797

4.294

3.907

4.496

4.394

E: 543453.787

N: 180412.987

E: 543492.489

N: 180411.382

E: 543495.080

N: 180401.473

CP 20

MH 24-1

MH 24-2

∅ 225mm ∅ 225mm

MH 22-3

LE

VE

L


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

19.204

5.139

5.341

5.490

4.300

4.450

4.396

4.300

E: 543311.316

N: 180442.477

E: 543319.554

N: 180425.130

MH 12-3

∅ 225mm

EX MH 20

PR

OP

OS

ED

4x1/100 LV

D

UC

T

Project

Drawing Title

Originating Office

TPS Job Manager

QA System - Checks

Drawn By:

Checked:

Authorised:

Signature Date









81-85 Station Road

Croydon

CR0 2RD

United Kingdom

Tel +44 (0)1902 422431


[email protected]

CITY AIRPORT


P. MISTRY

112931


A400-TPS-C-00-XXX-DR-SE-864-205

R. RYAN 08/12/2016

PROPOSED DRAINAGE


SHEET 5 OF 6

1:500 (H) 1:100 (V)D2 - FOR TENDER



03


FOR TENDER

01

R. RYAN

08/12/2016

W.HELLYER

08/12/2016

INITIAL ISSUE

02

R. RYAN

31/03/2017

P. MISTRY

31/03/2017


03

R. RYAN

08/09/2017

P. MISTRY

08/09/2017





CONSTRUCTION:



A400-01-U-REG-00001-02

MAINTENANCE:

SEE ABOVE


SEE ABOVE



NOTES






A400-TPS-C-00-L00-DR-GA-864-001 TO 004.

MH 11-11

∅ 750mm

EX CP

LEGEND

PROPOSED MANHOLE

PROPOSED PIPE

EXISTING CATCHPIT

LE

VE

L

CP1 TO MH 22-2 LONG SECTION

SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

20.000

30.000

35.804

4.688

5.130

5.439

5.709

5.710

4.932

3.674

3.495

2.489

1.943

2.489

4.079

E: 542618.519

N: 180450.258

E: 542627.684

N: 180415.648

CP 1

MH 22-2

LE

VE

L


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

20.000

30.000

30.829

4.860

5.302

5.559

5.720

5.710

5.123

3.801

3.647

2.489

1.943

2.489

4.079

E: 542627.684

N: 180415.648

E: 542609.187

N: 180440.311

∅ 225mm

MH 22-2

∅ 225mm

CP 2

LE

VE

L


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

20.000

30.000

30.230

5.073

5.532

5.767

5.711

5.710

5.326

5.074

5.032

5.032

5.001

3.515

3.364

E: 542627.684

N: 180415.648

E: 542600.655

N: 180429.186

MH 22-2

CP 3

∅ 225mm

EX

IS

TIN

G 4x2/100 LV

D

UC

T

EX

IS

TIN

G 4x1/100 LV

D

UC

T

PR

OP

OS

ED

Ø

600m

m S

W P

IP

E

EX

IS

TIN

G 4x2/100 LV

D

UC

T

EX

IS

TIN

G 4x1/100 LV

D

UC

T

PR

OP

OS

ED

Ø

600m

m S

W P

IP

E

EX

IS

TIN

G 4x2/100 LV

D

UC

T

EX

IS

TIN

G 4x1/100 LV

D

UC

T

LE

VE

L


SCALE: H = 1:500,V = 1:100

DATUM: 0.000

0

1

2

3

4

5

6

7

8

9

10

CHAINAGE

EXISTING GROUND

LEVELS

PROPOSED GROUND

LEVELS

SERVICE

INVERT LEVELS

SERVICE PIT


00.000

10.000

20.000

30.000

40.000

48.453

5.604

5.607

5.610

5.652

5.515

5.433

5.224

5.151

5.093

5.067

5.083

5.060

4.034

3.897

3.741

3.803

3.845

4.056

CP 12

MH 11-8

Gatic Slot Drain(700) 225mm

∅ 300mm

PR

OP

OS

ED

4x3/100 LV

D

UC

T

PR

OP

OS

ED

2x2/100 LV

D

UC

T

PR

OP

OS

ED

2x2/100 LV

D

UC

T

Project

Drawing Title

Originating Office

TPS Job Manager

QA System - Checks

Drawn By:

Checked:

Authorised:

Signature Date









81-85 Station Road

Croydon

CR0 2RD

United Kingdom

Tel +44 (0)1902 422431


[email protected]

CITY AIRPORT


P. MISTRY

112931


A400-TPS-C-00-XXX-DR-SE-864-206

R. RYAN 08/12/2016

PROPOSED DRAINAGE


SHEET 6 OF 6

1:500 (H) 1:100 (V)D2 - FOR TENDER



03


FOR TENDER

01

R. RYAN

08/12/2016

W.HELLYER

08/12/2016

INITIAL ISSUE

02

R. RYAN

31/03/2017

P. MISTRY

31/03/2017


03

R. RYAN

08/09/2017

P. MISTRY

08/09/2017





CONSTRUCTION:



A400-01-U-REG-00001-02

MAINTENANCE:

SEE ABOVE


SEE ABOVE



NOTES






A400-TPS-C-00-L00-DR-GA-864-001 TO 004.

MH 11-11

∅ 750mm

EX CP

LEGEND

PROPOSED MANHOLE

PROPOSED PIPE

EXISTING CATCHPIT

london city airport cadp airfield drainage, ducting and ... drainage and taxiway... · appendix a...

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