Date: 21 May 2015 Our Ref: SK-15-2057-Q001-A Tully De'ath ... · Date: 21 May 2015 Our Ref:...

Date: 21 May 2015Our Ref: SK-15-2057-Q001-A

Tully De'athSheridan HouseHartfield Road, Forest RowFOREST ROWRH18 5EA

For the attention of Mr Joel Waugh

Dear Sirs

THURROCK

Thank you for your recent enquiry, we are pleased to enclose our budget quotation for your consideration. Hydro International is the market leader in storm and waste water management. We have an extensive range of flow controls, treatment devices and stormwater storage systems that provide major benefits over other products which can impact on both capital and revenue costs, supported by:

· Superior Design - Our units are totally self-activating with no moving parts and no external power source requirements. Their unique hydraulic characteristics are derived from extensive physical testing and computational simulation, allowing us to provide efficient and accurate flow controls. Structural integrity is ensured through the use of appropriate material thickness and grade for each application.

· Quality Assurance - Hydro International is committed to providing its customers with a quality service and quality products and is accredited to the current International Standard ISO 9001:2008 (Lloyds Quality Register Certificate No. 0961366).

· Hydro-Brake® Optimum - Independently accredited by the BBA and WRc Approved, the Hydro-Brake Optimum® is our most hydraulically efficient unit, with larger clearances and greater design flexibility than ever before. There is no equivalant to the Hydro-Brake Optimum®. Contact us for further details.

If you have any queries regarding this quotation or require any further information then please do not hesitate to contact either myself (using my direct dial number shown below) or any of my colleagues using the appropriate hotline number, also shown below.

Yours faithfully

Sharon King Proposals Engineer DDI: 01275 337924

Hydro-Brake® Hotline: 01275 337937Stormcell® / Stormbloc® Hotline: 01275 337977

encs. Budget Quotation; Head / Discharge Characteristics; Example Drawing(s);

HRD-QN03-05

QUOTATION

Date: 21 May 2015 Our Ref: SK-15-2057-Q001-A

Client: Tully De'ath

Site Name: Thurrock

Item 1) SHE01741 No. Hydro-Brake Optimum® Flow Control

Product Code: SHE-0174-1400-0550-1400

Suitable For: Surface / Storm Water

Optimised For: Minimise upstream storage (HE)

Technical Criteria:Design / Duty Point Flow = 13.850 l/s Head = 0.550 mFlush-Flo™ Point Flow = 13.816 l/s Head = 0.257 mKick-Flo® Point Flow = 12.460 l/s Head = 0.439 mMean Flow Rate Flow = 10.907 l/s over Head = 0 - 0.550 mMinimum Clearance 0.0242 m²(please include all details in any technical specification)

Specification:· BBA Approved (08/4596 Product Sheet 1)· WRc Approved (PT/329/0412)· Durable stainless steel grade 304L construction. · Gauge = 3 mm.· Integral pivoting bypass door c/w bypass rope also in stainless steel.· Bead blasted finish to maximise corrosion resistance.· M10 x 75mm stainless steel fixings as required.· Neoprene outlet seal.

Configuration:

· Horizontal Discharge· Lug Mounted· Fixed Inlet· to suit 225 mm outlet pipe· to suit 1200 mm chamber

List Price = £2,557.00

All prices are Net and exclude VAT. Quotation is valid for 90 days from the date of issue.

PLEASE QUOTE SK-15-2057-Q001-A IN ANY COMMUNICATIONS

You may also be interested in our other storm water management products:

· Stormcell® storm water storage system· Stormbloc® storm water storage / infiltration system

HRD-QN03-05

QUOTATION



Site Name: Thurrock

· Downstream Defender® storm water treatment system· StormBank® rainwater harvesting system

Please visit our website at <http://www.hydro-int.com/> for general company and product information.

Our sales hotline numbers are: Hydro-Brake®: 01275 337937Stormwater Products: 01275 337977

HRD-QN03-05

QUOTATION



Site Name: Thurrock

InclusionsThe quotation includes for product design, fabrication, standard installation details, and delivery to UK mainland site.Hydro-Brake® Flow Controls are supplied with neoprene sealing gaskets and stainless steel stud anchor fixing bolts.The descriptions contained in this quotation are our interpretation of your specification and are specific to the above mentioned items. Should the design criteria change or other specifications be required for any reason, we reserve the right to re-quote and to vary our price accordingly.Hydro International pursue a policy of continuous product development and reserve the right to change their technical specification without prior notice.

ExclusionsCivil design and construction.Off-loading, and equipment installation at site.Visit(s) to site by Hydro International representative(s).

ExtrasAny visit(s) to site by Hydro International representative(s) may be charged at £450.00 per day or any part thereof plus travelling-time and expenses.

ValidityThis quotation is valid for 90 days.

DeliveryDelivery programme is to be agreed with customer, the normal delivery programme is 2 to 3 working weeks (unless stated otherwise) from receipt of payment with order, and receipt of approved contract drawings, whichever is the later.

Terms and ConditionsThis quotation is subject to the company's current Terms and Conditions of Business appended and which must be deemed to be incorporated herein.Where Terms and Conditions of Business vary from those above we reserve the right to amend our quotation accordingly. An extra charge will be levied for bank guarantees and performance bonds. Discounts may be offered for more favourable / prompt payment.

Payment TermsSee above.All payments (apart from that pertinent to the receipt of order), are to be payable within 28 days of issue of invoice. In the event of failure to meet this requirement by the purchaser, we reserve the right to suspend manufacture, which will only recommence on payment of the total contract price. We accept no liability for any delays or consequence suffered by the purchaser as a result of suspension of manufacture.

Defects Liability Period WarrantyThe standard Hydro International warranty covers products for one year from date of purchase and will only be considered for those defects or faults reported directly to Hydro International in writing. Warranties will not be considered for defects or faults caused by accident, acts of vandalism or unauthorised repair/rectification. Please contact Hydro International for product specific details.

HRD-QN03-05

TERMS AND CONDITIONS OF BUSINESSEQUIPMENT SALES

General

1 These terms of business (with such other terms as may be agreed in writing) are the only conditions upon which Hydro International ("Company") is prepared to deal with the client and they shall govern the

contract between the Company and the client to the entire exclusion of any other express or implied conditions (other than the conditions incorporated by reference to paragraph 2 of these terms). Any quotation

or tender given to the client (in whatever form the same may be expressed) is given subject to these terms.

2 The conditions of sale (A) for machinery and equipment (exclusive of erection) as prepared by the British Electrical and Allied Manufacturers Association Limited ("BEAMA conditions") shall apply save as modified

by these terms of business. Copies of the BEAMA conditions will be supplied by the Company to the client on request.

3 The term "tender" when used in the BEAMA conditions shall be deemed to include quotations.

4 The last sentence of BEAMA condition 6 (drawings etc.) shall be amended to read "after acceptance of our tender, if appropriate, a set of outline drawings will be supplied free of charge on request".

5 Subject to clause 21 the Company's liability to the client under BEAMA condition 9 (liability for delay) shall be liquidated damages at the rate of one half per cent for each complete week subject to a maximum of

10%.

6 There is no necessity for the Company's goods to be tested or inspected on site and accordingly BEAMA condition 7 (inspection and tests) and the second paragraph of BEAMA condition 8 (performance) shall

not apply.

7 BEAMA conditions 13 (terms of payment) and 20 (legal construction) shall not apply.

8 BEAMA condition 17(a) (limitation of contractor's liability whilst on site) shall be amended by deletion of the word "greater" and the word "lesser" shall be substituted therefor.

9 The Company does not expect the client to issue a final certificate and accordingly the second sentence of BEAMA condition 18 (final certificate) shall not apply.

10 Unless the Company shall at its absolute discretion notify the client in writing at any time to the contrary BEAMA condition 19 (arbitration) shall not apply.

Terms of Payment

11 Payment in full of any outstanding balance due for the goods ordered by the client shall be made 30 days from the invoice date unless otherwise agreed in writing by the company.

12 If any payment is overdue and remains outstanding after the 30th day following the date of the Company's invoice the Company shall have the right to charge interest on a day to day basis at the rate of 2% per

month.

Cancellation of Order

13 (i) Should an order be cancelled by the client a cancellation charge of a minimum of 50% of the total order value will be payable to the Company. This money should be paid within two months of the date of

cancellation. The Company reserve the right to invoice for up to 100% of the contract value should fabrication, in the Company's opinion, have reached an advanced state.

(ii) Should an order be subjected to a delay, initiated by the client, of 3 months or more then the Company reserves the right to deem this as cancellation of the order and consequently the cancellation terms,

as detailed above, will apply.

Delay in Delivery

14 The Company reserves the right to fabricate, deliver and invoice in accordance with the original programme agreed at time of order. Should the client request a delay in the date of delivery to site, then the

fabricated equipment may be stored at a suitable location by the Company if mutually agreed. All associated transportation costs will be recharged to the client. Should a delay occur and storage capacity be

limited, the Company reserves the right to deliver to site, or an alternative location specified by the Client, providing that 5 days' prior notice be given to the Client by the Company. A storage charge will be made

for delivery delays of more than 4 weeks. In such cases, the equipment will be invoiced and due for payment in full upon completion of manufacture and not upon delivery to site.

Risk and Property

15.1 The client should inspect the goods immediately upon delivery, as the risk in the goods shall pass to the client at this point. The buyer must make any notification or claim for damage, or shortfall in goods

supplied, in writing within 3 days after the receipt of such goods. Failure to meet this deadline will invalidate any claim. The risk in the goods shall pass to the client at the time of delivery.

15.2 Title to the goods shall remain with the Company until payment in full has been received by the Company for those goods.

15.3 Without prejudice to clause 15.2, the Company reserves title in all goods supplied to the client until the client has settled all outstanding invoices from the Company.

15.4 Where the Company retains title to the goods:

(i) the client shall hold the goods on a fiduciary basis as bailee for the Company;

(ii) the client shall store the goods separately from other goods in the possession of the client; and

(iii) the Company shall be permitted to enter, and the client shall provide all necessary access to, the client's premises to verify that the good have been stored correctly.

15.5 The client may incorporate the goods into other items with the Company's consent and in the ordinary course of its business, provided that the Company shall retain title to all goods that can be separated from

the other items. If any of the goods are incorporated into other items the client shall maintain records sufficient to enable such items to be identified and for the goods so incorporated to be identified.

15.6 The powers of the client referred to in clause 15.5 shall be terminated (a) by written notice to the client if any payment for any goods whatsoever remains unpaid 28 days after becoming due to the Company or (b)

automatically if a Receiver is appointed over any assets or undertaking of the client or a winding-up order is made against the client or the client goes into voluntary liquidation or calls a meeting for that purpose or

makes any composition or arrangement with its creditors or commits any act of bankruptcy.

15.7 Notwithstanding clause 15.5 above the Company reserves the right to repossess any goods in respect of which payment is overdue and thereafter to sell the same and for this purpose the client hereby grants an

irrevocable right and licence to the Company's servants and agents to enter upon all or any of its premises with or without vehicles during normal business hours to remove any goods including any goods which

may have been incorporated into other items or affixed to the realty. This right shall continue to subsist notwithstanding the termination of the contract for any reason and is without prejudice to any accrued rights

of the Company thereunder or otherwise.

Disposal of Goods and their Application

16 Goods supplied under any contract shall be installed and used only in the particular application of the client for which they were specifically designed. The client shall not be entitled to use any goods purchased

under any contract for any other application or to dispose of the same or any interest therein to any third party without the consent of the Company. Any breach of any of the foregoing restrictions may amount to

an infringement of the patent for the goods in question.

Specifications

17 The Company's goods are supplied in accordance with information received by the Company from the client or its agent. The Company cannot accept responsibility for inaccurate and/or incomplete information

supplied to it. It is the client's responsibility to ensure that the Company receives all relevant information in good time to enable it to supply the appropriate goods.

Indemnity

18 The Company shall not be held liable for any damage or injury to the client or to any third party (save for death or personal injury arising as a result of the negligence of the Company) arising directly or indirectly

as a result of the lack of or inaccurate or misleading information given to the Company and the client agrees to indemnify and keep the Company indemnified against all costs claims damages and liabilities in

respect thereof.

Extent of Liability

19 The total liability of the Company to the client whether for breach of contract tort or breach of statutory duty shall not in the aggregate exceed £250,000 or the contract price whichever is the lesser sum.

Value Added Tax

20 Value Added Tax is charged where applicable at the prevailing rate.

Extended Delivery Date

21 If the client wishes to extend the delivery period then the Company reserves the right to adjust the contract price.

Attendance

22 If at the client's request the Company attends a meeting or visits a site then the Company reserves the right to charge the client for this service.

Force Majeure

23 Except for the client's obligation to make payments when due, neither party shall be held responsible for any delay or failure in performance of any part of this contract to the extent such delay or failure is caused

by fire, flood, explosion, war, strike, embargo, government action or failure to act, the act of any civil or military authority, act of God, inability to secure material or transportation facilities, acts or omissions of

carriers, or by any other causes beyond its control whether or not similar to the foregoing.

Supremacy of these Terms and Conditions

24 If any provisions of the BEAMA conditions at any time conflict with the provisions of these terms of business the provisions of these terms of business shall prevail.

Jurisdiction

25 These terms and conditions shall be construed in accordance with English law and the client hereby submits to the non-exclusive jurisdiction of the English Courts.

Document No: HRD - TC/01 Revision: J/0402

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Thurrock Council

PRELIMINARY

PRELIMINARY

Thurrock Council

Document Register and Issue Sheet

Unit 4, St Saviours Wharf, Mill Street, London, SE1 2BE PROJECT NO: PROJECT: The PRU ThurrockPhone: 0845 8508280 Email: [email protected] REGISTER NUMBER:Fax: 0845 8508281 Website: www.tullydeath.com

Day 07 05

Structures Drawings Month 05 06

Year 15 15

Document/Drawing Title Size Doc ref. Revision

Project View A1 STR-IS01 / / /

Pile Setting Out and Foundation Plan Sheet 1 A0 STR-FN01 / A A

Pile Setting Out and Foundation Plan Sheet 2 A0 STR-FN02 / A A

Pile Schedule A1 STR-FN03 / / /

Pile Cap Details A1 STR-FN04 / / /

Foundation and Ground Floor Sections A1 STR-FN05 /

Ground Floor Plan Sheet 1 A0 STR-GR01 / A A

Ground Floor Plan Sheet 2 A0 STR-GR02 / A A

Roof Framing Plan Sheet 1 A0 STR-SW01 / A A

Roof Framing Plan Sheet 2 A0 STR-SW01 / A A

Cross Sections A0 STR-SW10 / A A

Distribution

E

E E

Purpose of IssueA = Approval, C = Construction, I = InformationP = Preliminary, T = Tender, AB = As Built

E = emailed, U = uploaded, CD = copy on disc, 1,2,3.. Hardcopy sets

T T

Phil Bass - PRP

C u

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R e

v i

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Oliver Blunt - Potter Raper Partnership

Stuart Norgett - Ingleton Wood

Jason Rivers - Ingleton Wood

11252Stru 1-1

Thurrock Council

ISSUED FOR

TENDER ONLY

11

A

A

B

B

C

C

D

D

E

E

F

F

2 2

8 8

7 7

6 6

5 5

3 3

4 4

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07

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54

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54

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STR-SW101

STR-SW102

STR-SW102

250x300Deep Nib.

450x600Deep Beam.

Pile captype 'A1'.

Pile captype 'A1'.

Pile captype 'A1'.

Pile captype 'A1'.

Pile captype 'A1'.

Pile captype 'A1'.

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Pile captype 'C1'.

Pile captype 'C1'.

Pile captype 'A1'.

Pile captype 'A1'.

Pile captype 'B1'.

Pile captype 'B1'.

Pile captype 'A1'.

Pile captype 'A1'.

Pile captype 'A1'.

Pile captype 'A1'.

Pile captype 'C1'.

Pile captype 'C1'.

Pile captype 'C1'.

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Pile captype 'A1'.

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Pile captype 'A1'.

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Pile captype 'A1'.

Pile captype 'A1'.

Pile captype 'A1'.

Pile captype 'A1'.

Pile captype 'A1'.

450x450Deep Beam.

450x450Deep Beam.

450x450Deep Beam.

450x450Deep Beam.

450x450Deep Beam.

45

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1

2

3 4 5

6

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12

13

14

15

16 17

18

19

20 21 22 2324

25 26 27 2829

30 31

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41 42 43 44

77

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48

49 50

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52 53

54

55

56 57

58 59

60

61 62

63

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65 66

67

68 69

70

71

72 73 74

75

114 115

STR-FN051

STR-FN052

STR-FN054

STR-FN055

STR-FN056

STR-FN053

STR-SW154

Gulley.

Gulley.

SVP.

SVP.

@SCALE: DATE: DRAWN: CHK'D:

PROJECT:

TITLE:

JOB NO. DRG NO. REV.

REV DATE DESCRIPTION BY CHK'D

Engineering at its Best

T: 01342 828 000E: [email protected]: www.tullydeath.com

A0

1. Drawings shall be referred to for structural work only unless otherwise stated and read in conjuction with Architect's, Service Engineer's and Sub-Contractor's drawings.

2. The Contractor shall check all levels and dimensions, any errors or omissions are to be reported at once to the Engineer.

3. For general notes refer to drawing No.

General Notes

A

07/05/15 DA MD

The PRU (Pupil Referral Unit),Thurrock.

11252

ISSUED FOR TENDER

ONLY

STR-FN01

Pile Setting Out and FoundationPlan Sheet 1

1-50

11252/01

Thurrock Council

4. Indicates cast-in pipe 100Ø unless noted otherwise.

5. Indicates position of pile, maximum 350Ø.

NOTE

FOR INCOMING SERVICE DUCT ROUTES

REFER TO M&E DRAWINGS.

NOTE

ALL SERVICES SIZES AND POSITIONS ARE TO

BE CONFIRMED BY THE ARCHITECT/M&E

CONSULTANT PRIOR TO CONSTRUCTION.

1

Pile reinforcement toprovide adeqaute anchoragelength with pile cap /grd beam reinforcement.(min. 34 diameters)

Cut off level

Pile Cut Off Detail.

Gro

un

d B

ea

m

Pile

Ca

p o

r

75

NOTE

UNDERGROUND OBSTRUCTIONS SUCH AS

OLD FOUNDATIONS, BRICKWORK SERVICES

ETC. MAY BE ENCOUNTERED DURING

GROUNDWORKS. THEY ARE TO BE REMOVED

FROM PILE, GROUND BEAM, SERVICE RUN

AND MANHOLE POSITIONS BEFORE PILING

AND GROUND BEAMS COMMENCE. SEE

ENGINEERING LAYOUT DRAWING FOR DEPTH

AND LOCATION OF DRAINAGE RUNS.

A 05.06.15 Section marks 1-1 to 6-6 added. Servicepenetrations indicated. External access rampslabs added.

DA MD

A

A

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Pile captype 'C1'.

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Pile captype 'C1'.

Pile captype 'C1'.

Pile captype 'C1'.

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Pile captype 'A1'.

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Pile captype 'A1'.

Pile captype 'A1'.

Pile captype 'A1'.

Pile captype 'A1'.

Pile captype 'A1'.

Pile captype 'A1'.

450x450Deep Beam.

450x450Deep Beam.

450x450Deep Beam.

4 50 x

4 50

De e

p Be a

m.

450x600Deep Beam.

250x300Deep Nib.

250x300Deep Nib.

25

0x30

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25

0x30

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250x300Deep Nib.

450x600Deep Beam.

450x600Deep Beam.

45

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45

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450x600Deep Beam.

450x450Deep Beam.

450x450Deep Beam.

450x 450

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45

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45

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77

78 79 80

81

82

47

48

49 50

51

52 53

54

55

56 57

58 59

60

61 62

63

64

65 66

67

68 69

70

71

72 73 74

75

83

84 85 86

87

88

89

90

91 92

93

94 95

96

97 98

99

100 101

102 103

104

105 106

107

108 109

110111

112 113

114 115

250x300Deep Nib.

1679.5 14946 7524.5 13720.5 1679.5


PROJECT:

TITLE:





A0




General Notes

A

07/05/15 DA MD


11252

ISSUED FOR TENDER

ONLY

STR-FN02

Pile Setting Out and FoundationPlan Sheet 2

1-50

11252/01

Thurrock Council

A 05.06.15 External access ramp slabs added. Servicepenetrations indicated.

DA MD


5. Indicates position of pile, maximum 350Ø.

NOTE



NOTE




1

Pile reinforcement toprovide adeqaute anchoragelength with pile cap /grd beam reinforcement.(min. 34 diameters)

Cut off level

Pile Cut Off Detail.

Gro

un

d B

ea

m

Pile

Ca

p o

r

75

NOTE

UNDERGROUND OBSTRUCTIONS SUCH AS

OLD FOUNDATIONS, BRICKWORK SERVICES

ETC. MAY BE ENCOUNTERED DURING

GROUNDWORKS. THEY ARE TO BE REMOVED

FROM PILE, GROUND BEAM, SERVICE RUN

AND MANHOLE POSITIONS BEFORE PILING

AND GROUND BEAMS COMMENCE. SEE

ENGINEERING LAYOUT DRAWING FOR DEPTH

AND LOCATION OF DRAINAGE RUNS.


PROJECT:

TITLE:




T: 01342 828 000

E: [email protected]

W: www.tullydeath.com

A1




General Notes

05/07/15 DA MD

The PRU Thurrock

11252

ISSUED FOR TENDER

ONLY

STR-FN03

Pile Schedule

NTS

11252/01

Thurrock Council

Piling Schedule

MarkPile Load

(kN)Tension

Load (kN)Shear Load

(kN)Bending Moment

(kN/m) Pile Cut-off1 100 0 15 0.00 kN-m -0.975

2 400 0 15 0.00 kN-m -0.975

3 400 0 15 0.00 kN-m -0.975

4 400 0 15 0.00 kN-m -0.975

5 400 0 15 0.00 kN-m -0.975

6 400 0 15 0.00 kN-m -0.975

7 400 0 15 0.00 kN-m -0.975

8 175 0 15 0.00 kN-m -0.975

9 225 0 15 0.00 kN-m -0.975

10 200 0 15 0.00 kN-m -0.975

11 175 0 15 0.00 kN-m -0.975

12 400 0 15 0.00 kN-m -0.975

13 400 0 15 0.00 kN-m -0.975

14 400 0 15 0.00 kN-m -0.975

15 400 0 15 0.00 kN-m -0.975

16 400 0 15 0.00 kN-m -0.975

17 400 0 15 0.00 kN-m -0.975

18 100 0 15 0.00 kN-m -0.975

19 325 0 15 0.00 kN-m -0.975

20 525 0 15 0.00 kN-m -0.675

21 650 0 15 0.00 kN-m -0.675

22 650 0 15 0.00 kN-m -0.675

23 500 0 15 0.00 kN-m -0.675

24 275 0 15 0.00 kN-m -0.975

25 275 0 15 0.00 kN-m -0.975

26 350 0 15 0.00 kN-m -0.675

27 600 0 15 0.00 kN-m -0.675

28 575 0 15 0.00 kN-m -0.675

29 600 0 15 0.00 kN-m -0.675

30 575 0 15 0.00 kN-m -0.675

31 375 0 15 0.00 kN-m -0.975

32 275 0 15 0.00 kN-m -0.975

33 600 0 15 0.00 kN-m -0.675

34 400 0 15 0.00 kN-m -0.675

35 400 0 15 0.00 kN-m -0.675

36 400 0 15 0.00 kN-m -0.675

37 400 0 15 0.00 kN-m -0.675

38 600 0 15 0.00 kN-m -0.675

39 300 0 15 0.00 kN-m -0.975

40 350 0 15 0.00 kN-m -0.675

41 600 0 15 0.00 kN-m -0.675

42 650 0 15 0.00 kN-m -0.675

43 650 0 15 0.00 kN-m -0.675

44 600 0 15 0.00 kN-m -0.675

45 650 0 15 0.00 kN-m -0.675

46 375 0 15 0.00 kN-m -0.975

47 100 0 15 0.00 kN-m -0.975

48 600 0 15 0.00 kN-m -0.675

49 600 0 15 0.00 kN-m -0.675

50 600 0 15 0.00 kN-m -0.675

51 600 0 15 0.00 kN-m -0.675

52 600 0 15 0.00 kN-m -0.675

53 600 0 15 0.00 kN-m -0.675

54 250 0 15 0.00 kN-m -0.675

55 500 0 15 0.00 kN-m -0.675

56 500 0 15 0.00 kN-m -0.675

57 500 0 15 0.00 kN-m -0.675

58 600 0 15 0.00 kN-m -0.675

59 600 0 15 0.00 kN-m -0.675

60 500 0 15 0.00 kN-m -0.675

61 500 0 15 0.00 kN-m -0.675

62 500 0 15 0.00 kN-m -0.675

63 300 0 15 0.00 kN-m -0.675

64 600 0 15 0.00 kN-m -0.675

65 600 0 15 0.00 kN-m -0.675

66 600 0 15 0.00 kN-m -0.675

67 600 0 15 0.00 kN-m -0.675

68 600 0 15 0.00 kN-m -0.675

69 600 0 15 0.00 kN-m -0.675

70 150 0 15 0.00 kN-m -0.975

71 100 0 15 0.00 kN-m -0.975

72 650 0 15 0.00 kN-m -0.675

73 450 0 15 0.00 kN-m -0.675

74 650 0 15 0.00 kN-m -0.675

75 425 0 15 0.00 kN-m -0.975

77 375 0 15 0.00 kN-m -0.975

78 350 0 15 0.00 kN-m -0.675

79 350 0 15 0.00 kN-m -0.675

80 475 0 15 0.00 kN-m -0.675

81 450 0 15 0.00 kN-m -0.975

82 375 0 15 0.00 kN-m -0.975

83 600 0 15 0.00 kN-m -0.675

84 350 0 15 0.00 kN-m -0.675

85 450 0 15 0.00 kN-m -0.675

86 650 0 15 0.00 kN-m -0.675

87 500 0 15 0.00 kN-m -0.675

88 450 0 15 0.00 kN-m -0.975

89 375 0 15 0.00 kN-m -0.975

90 100 0 15 0.00 kN-m -0.975

91 450 0 15 0.00 kN-m -0.975

92 450 0 15 0.00 kN-m -0.975

93 450 0 15 0.00 kN-m -0.975

94 400 0 15 0.00 kN-m -0.975

95 400 0 15 0.00 kN-m -0.975

96 400 0 15 0.00 kN-m -0.975

97 400 0 15 0.00 kN-m -0.975

98 400 0 15 0.00 kN-m -0.975

99 400 0 15 0.00 kN-m -0.975

100 475 0 15 0.00 kN-m -0.975

101 475 0 15 0.00 kN-m -0.975

102 400 0 15 0.00 kN-m -0.975

103 400 0 15 0.00 kN-m -0.975

104 400 0 15 0.00 kN-m -0.975

105 400 0 15 0.00 kN-m -0.975

106 400 0 15 0.00 kN-m -0.975

107 400 0 15 0.00 kN-m -0.975

108 450 0 15 0.00 kN-m -0.975

109 450 0 15 0.00 kN-m -0.975

110 450 0 15 0.00 kN-m -0.975

111 125 0 15 0.00 kN-m -0.975

112 100 0 15 0.00 kN-m -0.975

113 100 0 15 0.00 kN-m -0.975

114 600 0 15 0.00 kN-m -0.675

115 500 0 15 0.00 kN-m -0.675

Pile Cap Type A1750 Deep

Pile Cap Type B1750 Deep

Pile Cap Type C1750 Deep

325

325650

700

350 350

325 325

650

1700

525 650 525

325

909

325

1700

325 525 525 325

628

931

℄Column

℄Column℄Column

℄Column

℄Column

525

525

325

325

℄Column


PROJECT:

TITLE:





A1




General Notes

07/05/15 DA MD

The PRU Thurrock

11252

ISSUED FOR TENDER

ONLY

STR-FN04

Pile Cap Details

1-50

11252/01

Thurrock Council

Pile CapSchedule

PileType No.

A1 63

B1 3

C1 17

1

300

300

275

250 206 244

250 thk. flat slab.

Pile captype 'A1'.750 Deep

250x300Deep Nib.

450x600 DeepBeam.

Cellcore HX B155-18/24.


UKC 203x203x46.

Finishes to Architect's specification

350 105.5 244.5

450

750

1

300

300

250 205.5 244.5



450x600 DeepBeam.

250x300Deep Nib.

250 thk. flat slab.


325

455.5

275

225

3

325 325

UKC 203x203x46.

250 thk. flat slab.




Cellcore HX B for slabs.

475

275

225

A B



Pile captype 'A1'.


250x300Deep Nib.

450x600 DeepBeam.

250 thk. flat slab.


UKC 152x152x37.

295.5 350 25 3251304.5

450x450 DeepBeam.

300

450

750

CelsiusSHS100x100x10.

TOC -0.225

225

275

325

1679.5

B

250x300Deep Nib.


450x600 DeepBeam.



250 thk. flat slab.

300

250 123.5 325

375

225

275

325

300

1

UKC 305x305x198.

475 250 205.5 244.5 384




250 thk. flat slab.

250x300Deep Nib.

450x600 DeepBeam.

110x10 Deep110X10 Flatplate bracing.


325 606 303 325

Pile captype 'C1'.750 Deep

300

450

750

275

325

225


PROJECT:

TITLE:




T: 01342 828 000



A1




General Notes

05/06/15 DA MD


11252

ISSUED FOR TENDER

ONLY

STR-FN05

Foundation and Ground FloorSections

1-25

11252/01

Thurrock Council

scale 1 : 25

Section 1 – 1scale 1 : 25


Section 4 – 4

scale 1 : 25


Section 6 – 6

scale 1 : 25

Section 3 – 3

11

A

A

B

B

C

C

D

D

E

E

F

F

2 2

8 8

7 7

6 6

5 5

3 3

4 4

1679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.5

STR-SW101

STR-SW101

STR-SW102

STR-SW102

1679.5 14946 7524.5 13720.5 1679.5

4172.5

3065

2150

7300

4515

4485

4466.5

UKC 305x305x158. UKC 305x305x198.

UKC 203x203x46.UKC 203x203x46. UKC 203x203x46. UKC 152x152x37.UKC 203x203x46. UKC 305x305x198. UKC 305x305x198.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.




UKC 152x152x37.UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 203x203x46. UKC 203x203x46.UKC 203x203x46.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 305x305x198.UKC 305x305x158.

UKC 203x203x46.UKC 203x203x46. UKC 203x203x46.

UKC 203x203x46.

UKC 203x203x46. UKC 203x203x46. UKC 203x203x46. UKC 203x203x46.

UKC 203x203x46.




UKC 305x305x158.UKC 305x305x158.UKC 305x305x198.

UKC 305x305x158.

UKC 152x152x37.

UKC 152x152x37.


UKC 203x203x46.


UKC 203x203x46.

250 thk. flat slab.

STR-FN051

STR-FN052

STR-FN054

STR-FN055

STR-FN056

STR-FN053

STR-SW154

STR-SW153

150 thk. slab withA.393 mesh top

and bottom on 150dp. well compacted

hardcore.



hardcore.

SSL 0.300

SSL 0.075

Gulley.

Gulley.


PROJECT:

TITLE:





A0




General Notes

A

07/05/15 DA MD


11252

ISSUED FOR TENDER

ONLY

STR-GR01

Ground Floor PlanSheet 1

1-50

11252/01

Thurrock Council


NOTE



NOTE




A 05.06.15 Section marks 1-1 to 6-6 added. Servicepenetrations indicated. External access rampslabs added.

DA MD

A

A

B

B

C

C

D

D

E

E

F

F

10 10

9 9

12 12

8 8

7 7

6 6

11 11

STR-SW101

STR-SW101

STR-SW102

STR-SW102

4485

4466.5

4250

4250

4137.5

2446.5

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.





UKC 305x305x198.

UKC 305x305x198.

UKC 203x203x46.UKC 203x203x46.


UKC 305x305x198.

UKC 203x203x46. UKC 203x203x46.

UKC 152x152x37.



UKC 203x203x46.UKC 203x203x46.


UKC 203x203x46.

CelsiusSHS100x100x10. Celsius

SHS100x100x10.

UKC 152x152x37.

UKC 152x152x37.

UKC 305x305x198.UKC 305x305x158.

UKC 203x203x46.





UKC 152x152x37.

UKC 152x152x37.


UKC 305x305x158.

250 thk. flat slab.

UKC 203x203x46.

1679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.5

150 thk. Ramp slabwith A.393 meshtop and bottom on

150 dp. wellcompactedhardcore.



hardcore.

SSL 0.300



hardcore.



SSL 0.300

SSL 0.075


PROJECT:

TITLE:





A0




General Notes

A

07/05/15 DA MD


11252

ISSUED FOR TENDER

ONLY

STR-GR02

Ground Floor PlanSheet 2

1-50

11252/01

Thurrock Council

A 05.06.15 External access ramp slabs added. Servicepenetrations indicated.

DA MD


NOTE



NOTE





PROJECT:

TITLE:




T: 01342 828 000



A1




General Notes

07/05/15 DA MD

The PRU Thurrock

11252

ISSUED FOR TENDER

ONLY

STR-IS01

Project View

NTS

11252/01

Thurrock Council

Front Entrance View

11

A

A

B

B

C

C

D

D

E

E

F

F

2 2

8 8

7 7

6 6

5 5

3 3

4 4

1679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.5

4172.5

3065

2150

7300

4515

4485

4466.5

STR-SW101

STR-SW101

STR-SW102

STR-SW102

UKC 152x152x37.UKC 203x203x46. UKC 203x203x46. UKC 203x203x46. UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 203x203x46.UKC 305x305x198.

UKC 305x305x198.

UKC 305x305x198.

UKC 305x305x158.

UKC 203x203x46. UKC 203x203x46. UKC 203x203x46.UKC 203x203x46.

UKC 203x203x46.

UKC 203x203x46. UKC 203x203x46.

UKC 203x203x46.

UKC 203x203x46.UKC 203x203x46.


UKC 203x203x46. UKC 203x203x46.UKC 203x203x46. UKC 203x203x46.

UKC 203x203x46. UKC 203x203x46. UKC 203x203x46.



CelsiusSHS100x100x10.Celsius

SHS100x100x10.



UKC 305x305x158.UKC 305x305x158.

UKC 305x305x158.

UKC 305x305x198.

UKC 152x152x37.

UKC 152x152x37.

UKC 305x305x198.

UKC 305x305x158.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31.

UKB 305x165x46.

UKB 254x146x31.

UKB 254x146x31. UKB 254x146x31.

UKB 254x146x31.

UKB 203x102x23. UKB 203x102x23.

UKC 152x152x37. UKB 203x102x23.

UKB 254x146x31.

UKB 254x146x31. UKB 254x146x31. UKB 254x146x31. UKB 254x146x31.

UKB 254x146x31.UKB 254x146x31 HL.UKB 254x146x31 HL.

UKB 203x102x23.

UKC 152x152x37. UKB 203x102x23.

UKC 152x152x37. UKB 203x102x23.

UKC 152x152x37. UKB 203x102x23.

UKB 203x102x23.

UKB 203x102x23.

UKB 203x102x23.

UKB 203x102x23.

UKB 203x102x23. UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31 LL.

UKB 254x146x31 LL. UKB 254x146x31 LL.

UKB 254x146x31 LL.

UKB 254x146x31.

UKB 254x146x31.

UKB 305x165x40.UKB 203x102x23. UKB 203x133x25.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31 LL.

UKB 254x146x31 LL.

UKB 203x102x23. UKC 152x152x37.UKC 152x152x37. UKC 152x152x37. UKC 152x152x37. UKC 152x152x37. UKC 152x152x37. UKB 203x102x23.

UKB 203x102x23.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31. UKB 254x146x31.

UKB 254x146x31. UKB 254x146x31.

UKB 254x146x31.

UKB 203x102x23.

UKB 203x102x23.

UKB 203x102x23.UKB 203x102x23.

UKB 254x146x43.

UKB 203x102x23.

UKB 203x102x23.

UKB 203x102x23.UKB 203x102x23.UKB 203x102x23. UKB 203x102x23.

UKB 254x146x31 HL.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31 HL.

UKB 533x210x92.

UKB 533x210x92.

UKB 533x210x92.

UKB 533x210x92.

UKB 533x210x92.

UKC 203x203x46.

UKPFC 200x75x23.

UKPFC 200x75x23.

UKC 203x203x46.

UKPFC 200x75x23.

UKPFC 200x75x23.

UKC 203x203x46.

UKC 203x203x46.

UKC 203x203x46.

UKPFC 200x75x23.

UKC 203x203x46.

UKB 533x210x92.

UKC 203x203x46.

UKB 533x210x92.

UKB 254x146x31 LL.

UKB 254x146x31 LL.

UKB 254x146x31 LL.

UKB 305x165x40.

UKB 305x165x40.

UKB 305x165x40.

UKB 305x165x40.

UKB 533x210x92.

UKB 533x210x92.

UKC 203x203x46.

UKPFC 200x75x23.

UKC 203x203x46.

UKPFC 200x75x23.

UKC 203x203x46.

UKC 203x203x46.

UKPFC 200x75x23.

UKB 305x165x40.

UKB 305x165x40.

UKB 305x165x40.

UKB 305x165x40.

UKB 254x146x31.

UKC 203x203x46.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31 LL.

UKB 305x165x46.

UKB 305x165x46.

UKB 305x165x46.

UKB 254x146x31.

UKB 533x210x92.

UKB 533x210x92.

UKB 533x210x92.

UKB 533x210x92.

110X10 Flat plate

bracing.

110X10 Flat plate

bracing.

110X10 Flat platebracing.


110X10 Flat plate

bracing.

110X10 Flat plate

bracing.




110X10 Flat plate

bracing.

UKB 254x146x31.

UKB 254x146x31.UKB 203x102x23.

UKB 203x102x23.

UKB 203x102x23.

UKB 457x191x82.

UKB 457x191x82.

UKB 254x146x31. UKB 254x146x31. UKB 254x146x31.

UKB 254x146x31. UKB 254x146x31. UKB 254x146x31.

UKB 254x146x31 HL.

UKB 254x146x31 HL.

UKB 254x146x31 HL.

UKB 254x146x31 HL. UKB 254x146x31 HL. UKB 254x146x31 HL.

UKB 254x146x31 HL. UKB 254x146x31 HL.

UKB 254x146x31 HL.

UKB 254x146x31 LL. UKB 254x146x31 LL.

UKB 254x146x31 LL.

UKB 254x146x31 LL.

UKPFC 150x90x24.UKPFC 150x90x24.

UKPFC 150x90x24.

90x150 DeepUKPFC

150x90x24. UKPFC 150x90x24.

UKPFC 150x90x24.

UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24.

UKPFC 150x90x24.

UKPFC 150x90x24.


UKPFC 150x90x24.

UKPFC 150x90x24.

UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24.

UKPFC 150x90x24.

UKPFC 150x90x24.

UKPFC 150x90x24.


PROJECT:

TITLE:





A0




General Notes

A

07/05/15 DA MD


11252

ISSUED FOR TENDER

ONLY

STR-SW01

Roof Framing PlanSheet 1

1-50

11252/01

Thurrock Council

A 05.06.15 Trimming steelwork to rooflights added.Steelwork over Gymnasium & Purlin noteadded.

DA MD

NOTEROOF PURLINS TO BE METSEC 232.Z.15 ZPURLINS @1200c/c's.

A

A

B

B

C

C

D

D

E

E

F

F

10 10

9 9

12 12

8 8

7 7

6 6

11 11

4485

4466.5

4250

4250

4137.5

2446.5

STR-SW101

STR-SW101

STR-SW102

STR-SW102

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.


UKC 203x203x46.UKC 203x203x46.

UKC 305x305x198.UKC 305x305x158.

UKC 203x203x46. UKC 203x203x46.UKC 203x203x46. UKC 203x203x46.

UKC 203x203x46. UKC 203x203x46. UKC 203x203x46.

UKC 203x203x46. UKC 203x203x46.

UKC 203x203x46.

UKC 203x203x46.

UKC 203x203x46.UKC 203x203x46.

UKC 305x305x198.UKC 305x305x198.









UKC 152x152x37.

UKC 152x152x37.



UKC 203x203x46.

UKC 203x203x46.

UKC 305x305x158.UKC 305x305x158.

UKC 305x305x198.

UKC 305x305x198.

UKC 152x152x37.

UKC 152x152x37.

UKC 305x305x158.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 305x305x198.

UKC 152x152x37.

UKC 152x152x37.

UKB 305x165x46.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31.

UKPFC 200x75x23.

UKC 203x203x46.

UKB 254x146x31.

UKC 203x203x46.

UKPFC 200x75x23.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31.

UKB 203x102x23. UKB 203x102x23.

UKC 152x152x37. UKB 203x102x23.

UKC 152x152x37. UKB 203x102x23.

UKC 152x152x37. UKB 203x102x23.

UKB 2

03x102x23.

UKPFC 200x75x23.

UKB 203x102x23. UKC 203x203x46.

UKB 203x102x23.

UKB 203x102x23.

UKB 254x146x31.

UKB 254x146x31. UKB 254x146x31. UKB 254x146x31. UKB 254x146x31.

UKB 254x146x31.UKB 254x146x31 HL.UKB 254x146x31 HL.

UKB 254x146x31.UKB 254x146x31.

UKB 457x191x82.

UKB 457x191x82.

UKB 305x165x40.

UKB 305x165x40.UKB 203x102x23. UKB 203x133x25.

UKB 305x165x40. UKB 203x102x23.

UKB 254x146x31. UKB 254x146x31.

UKB 254x146x31. UKB 254x146x31.

UKB 254x146x31. UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31.

UKC 203x203x46.

UKC 203x203x46.UKC 203x203x46.

UKB 203x102x23.

UKB 203x102x23.

UKPFC 200x75x23. UKPFC 200x75x23.

UKB 203x102x23.

UKB 203x102x23.

UKB 203x102x23.

UKB 203x102x23.

UKC 152x152x37.

UKC 152x152x37.

UKB 203x102x23.

UKB 203x102x23.UKB 203x102x23.

UKB 254x146x43.

UKB 203x102x23.

UKB 203x102x23.

UKB 203x102x23.UKB 203x102x23.UKB 203x102x23. UKB 203x102x23.

UKB 2

03x102x23.

UKC 152x152x37.

UKB 203x102x23.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKC 152x152x37.

UKB 533x210x92.

UKB 533x210x92.

UKB 533x210x92.

UKB 254x146x31 HL.

UKB 254x146x31 HL.

UKB 533x210x92.

UKB 533x210x92.

UKB 533x210x92.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31 HL.

UKB 254x146x31 HL.

UKB 254x146x31 HL.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31 HL.

UKB 533x210x92.

UKB 533x210x92.

UKB 533x210x92.

UKB 533x210x92.

UKB 533x210x92.

UKC 203x203x46.

UKC 203x203x46.

UKPFC 200x75x23.

UKPFC 200x75x23.

UKPFC 200x75x23.

UKPFC 200x75x23.

UKC 203x203x46.

UKPFC 200x75x23.

UKC 203x203x46.

UKC 203x203x46.

UKC 203x203x46.

UKC 203x203x46.

UKPFC 200x75x23.

UKPFC 200x75x23.

UKC 203x203x46.

UKPFC 200x75x23.

UKB 305x165x40.

UKB 305x165x40.

UKB 305x165x40.

UKB 305x165x40.

UKB 305x165x46.

UKB 305x165x46.

UKB 305x165x46.

UKC 203x203x46.

110X10 Flat plate

bracing.



110X10 Flat plate

bracing.





110X10 Flat plate

bracing.

UKB 254x146x31 LL. UKB 254x146x31 LL.

UKB 254x146x31 LL.

UKB 254x146x31 LL.

UKB 254x146x31 LL.

UKB 254x146x31 LL.

UKB 254x146x31 LL.

UKB 254x146x31 LL.

UKC 152x152x37.

UKPFC 200x75x23.


UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24.

UKPFC 150x90x24.

UKPFC 150x90x24.


PROJECT:

TITLE:




T: 01342 828 000



A0




General Notes

A

07/05/15 DA MD


11252

ISSUED FOR TENDER

ONLY

STR-SW02

Roof Framing PlanSheet 2

1-50

11252/01

Thurrock Council

A 05.06.15 Trimming steelwork to rooflights added & Purlin

note added.

DA MD

NOTEROOF PURLINS TO BE METSEC 232.Z.15 ZPURLINS @1200c/c's.

Ground-00SSL 0.075

Ground-00SSL 0.075

Upper RoofTO 7.210

Upper RoofTO 7.210

RoofTO 3.750

RoofTO 3.750

1 2 109 128765 113 4

250 thk. flat slab.

UKC 203x203x46.

UKC 203x203x46. UKC 203x203x46.

UKB 254x146x31.

UKB 254x146x31 LL.

UKB 254x146x31 HL. UKB 457x191x82.

UKC 203x203x46. UKC 203x203x46.

250x300Deep Nib. 450x600 Deep

Beam.Pile captype 'A1'.750 Deep


450

3460

3675

509

2350

601.5

750

300

300

UKC 203x203x46.110X10 Flat platebracing.

Protection againstground heave.

2051.5

3575.5

Pile captype 'B1'.750 Deep






250x300Deep Nib.

450x600 DeepBeam.

250 thk. flat slab.

4172.5 3065 2150 7300 4515 4485 4466.5 4250 4250 4137.5 2446.5

UKB 254x146x31.

UKB 457x191x82.

UKB 254x146x31 LL.UKB 254x146x31 LL.

UKB 254x146x31. UKB 254x146x31 HL.

UKB 254x146x31 LL.

UKC 152x152x37.

UKC 152x152x37.

UKC 203x203x46.

UKC 203x203x46.

UKB 254x146x31.

UKB 305x165x40.

UKB 254x146x31.

UKB 305x165x40.

UKB 254x146x31.

UKB 305x165x40.

UKB 254x146x31LL.

UKB 254x146x31LL.

UKB 305x165x40.UKB 254x146x31.

UKB 305x165x40.

UKPFC 200x75x23.

UKC 203x203x46.

UKC 152x152x37.

UKB 254x146x31. UKB 254x146x31.

UKC 203x203x46.

450 250450

UKB 254x146x31 HL.

Ground-00FFL 0.300

Ground-00FFL 0.300

Opening.280Ø

12thk. Stiffner plate.12thk. Stiffner plate.

UKPFC 150x90x24.

UKPFC 150x90x24.UKPFC 150x90x24.

UKPFC 150x90x24.

UKB 254x146x31 HL.

Ground-00SSL 0.075

Ground-00SSL 0.075

Upper RoofTO 7.210

Upper RoofTO 7.210

RoofTO 3.750

RoofTO 3.750

1 2 109 128765 113 4

3460

3675

250 thk. flat slab.

UKB 254x146x31.

UKB 203x102x23.

UKB 254x146x31.

UKB 533x210x92.

UKC 305x305x158.

UKB 254x146x31 LL.

UKB 254x146x31 HL.UKB 254x146x31.UKB 254x146x31.

UKB 254x146x31 LL.

UKC 203x203x46.

UKC 203x203x46. UKC 203x203x46.

UKB 254x146x31 LL.

UKB 254x146x31.

UKC 152x152x37.


UKB 254x146x31 LL.UKB 203x102x23.

UKB 305x165x40.

UKC 203x203x46.UKC 203x203x46.

UKC 203x203x46.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31.

UKB 254x146x31.

UKB 533x210x92.

UKB 254x146x31.

UKPFC 200x75x23.

UKC 152x152x37.UKC 152x152x37.



UKB 305x165x40.

UKB 203x102x23.

UKB 254x146x31 LL.

UKC 305x305x198.

UKC 203x203x46.

UKC 203x203x46.




250x300Deep Nib.

450x600 DeepBeam.


450x600 DeepBeam.

250x300Deep Nib.

Protection againstground heave.

300

450 750

450

300

3675

1952

1766

1267.5

98.5

3564.5 6863.5

162.5

250 thk. flat slab.

4172.5 3065 2150 7300 4515 4485 4466.5 4250 4250 4137.5 2446.5

450 450

UKB 254x146x31 HL. UKB 254x146x31 HL.

Ground-00FFL 0.300

Ground-00FFL 0.300

STR-FN051

STR-FN054




PROJECT:

TITLE:





A0




General Notes

A

07/05/15 DA MD


11252

ISSUED FOR TENDER

ONLY

STR-SW10

Cross Sections Sheet 1

1-50

11252/01

Thurrock Council

A 05.06.15 Section 1-1 openings added to high level.beams.

DA MD

scale 1 : 50

Section 1 – 1

scale 1 : 50

Section 2 – 2

SECTION A-A

SECTION B-B

SectionD-SectionD ( 1:15 )

SECTION B-BSECTION A-A

A A

B

B

SectionD SectionD

B

B

A A

550

400

PIVOTING BYPASS DOOROPERATING STEEL ROPE

PIVOTING BYPASS DOOR

INFLOW

INFLOW

OUTFLOW

OUTFLOW

INTAKE

SUMP

46°

INTAKEFLOW

INFLOW

60°

PIVOTING BYPASS DOOROPERATING STEEL ROPE

PIVOTING BYPASS DOOR

ACCESS TO BE POSITIONED ABOVE BYPASS DOOR

PULL HANDLE &EYE BRACKET FOR OPERATING ROPE

OUTFLOW

OUTFLOW

NEOPRENE GASKET

FIXING LUGS WITH MASONARY STUD ANCHOR

FIXING BOLTS

HYDRO-BRAKE OPTIMUM™ FLOW CONTROLFITTED WITH PIVOTING BYPASS DOOR

POSITION & DIRECTIONOF INLET PIPE(S) WILLBE SPECIFIED ON THE CONTRACT DRAWINGS

I.D. OUTLET (MINIMUM)

100mm MIN

SPIGOT

Hydro-Brake Optimum®

DATESITEDESIGNERREF

The head/flow characteristics of this Hydro-Brake Optimum® Flow Control are unique. Dynamic hydraulic modelling evaluates the full head/flow characteristic curve.The use of any other flow control will invalidate any design based on this data and could constitute a flood risk.

DESIGNADVICE

!

THIS DESIGN LAYOUT IS FOR ILLUSTRATIVE PURPOSES ONLY. NOT TO SCALE.

Hydro-Brake Optimum® Flow Control including:

• grade stainless steel • Integral stainless steel pivoting bypass door allowing clear line of sight through to outlet, c/w stainless steel operating rope • Bead blasted finish to maximise corrosion resistance • Stainless steel fixings • Neoprene gasket to seal outlet

Technical SpecificationControl Point

Primary Design

Flush-Flo™

Kick-Flo®

Head Flow

LIMIT OF HYDRO INTERNATIONAL SUPPLYTHE DEVICE WILL BE HANDED TO SUIT SITE CONDITIONSFOR SITE SPECIFIC DETAILS AND MINIMUM CHAMBER SIZE REFER TO HYDRO INTERNATIONAL ALL CIVIL AND INSTALLATION WORK BY OTHERS* WHERE SUPPLIEDHYDRO-BRAKE® FLOW CONTROL & HYDRO-BRAKE OPTIMUM® FLOW CONTROL ARE REGISTERED TRADEMARKS FOR FLOW CONTROLS DESIGNED AND MANUFACTURED EXCLUSIVELY BY HYDRO INTERNATIONAL

IMPORTANT:

*

*

*

*

Hydro International, Shearwater House, Clevedon Hall Estate, Victoria Road, Clevedon, BS21 7RD. Tel 01275 878371 Fax 01275 874979 Web www.hydro-int.com Email [email protected]

Mean Flow

PT/329/0412

®

(m) (l/s)

0.550 13.850 3 mm 304L

0.257 13.816

0.439 12.460

10.907

225

340

835

180 490

360 695

21/05/2015 15:03:19Thurrock

SHE-0174-1400-0550-1400

SHE-0174-1400-0550-1400sking

© 201515-2057

[email protected] v1.6.7.0

Hydro-Brake Optimum®

DATESITEDESIGNERREF

The head/flow characteristics of this Hydro-Brake Optimum® Flow Control are unique. Dynamic hydraulic modelling evaluates the full head/flow characteristic curve.The use of any other flow control will invalidate any design based on this data and could constitute a flood risk.

DESIGNADVICE

!

Technical SpecificationControl Point

Primary Design

Flush-Flo™

Kick-Flo®

Head Flow

Hydro International, Shearwater House, Clevedon Hall Estate, Victoria Road, Clevedon, BS21 7RD. Tel 01275 878371 Fax 01275 874979 Web www.hydro-int.com Email [email protected]

Mean Flow

(m)

0.550

(l/s)

13.850

0.257 13.816

0.439 12.460

10.907

SHE-0174-1400-0550-1400

SHE-0174-1400-0550-140021/05/2015 15:03:19Thurrocksking

© 201515-2057

[email protected] v1.6.7.0

Head (m) Flow (l/s)

0.000 0.0000.019 0.2710.038 1.0450.057 2.2510.076 3.8120.095 5.6360.114 7.6140.133 9.6220.152 11.4650.171 13.0550.190 13.5490.209 13.6850.228 13.7700.247 13.8110.266 13.8130.284 13.7840.303 13.7290.322 13.6500.341 13.5490.360 13.4230.379 13.2690.398 13.0760.417 12.8340.436 12.5280.455 12.6680.474 12.9140.493 13.1550.512 13.3910.531 13.6230.550 13.850

Flow (l/s)

Hea

d (m

)

Date: 21 May 2015 Our Ref: SK-15-2057-Q001-A Tully De'ath ... · Date: 21 May 2015 Our Ref:...

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