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""""'New!sl ngton School Access Track

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Part Plan on Chainage I S4m 314m

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Manchester Millennium Village New Islington Manchester

F' Works Order -4 School Access Rd Detailed Plan

1:200@Al

\

,

\0

\ uu ,,,to,, ~<O. \.4- sewe~ to be ,robbed \ out o r ,routed up

00 00

Martin Stockley Associates CONSULTING {NGINEERS

--CONSTRUCTION

I

~~: -·"·""·I"~8c-OI-07-ToiG I ~"';-(GA) 220 r C03

, ,

PROPOSED PASSING POINT

/

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"Cl c::J Cl'

,,'0

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&' c::J

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&' c::J

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EXISTING WOODEN WALKWAY TO BE RETAINED ' "

EXISTING RESIN BOUND SURFACE COURSE TO BE PLANED OFF AND REPLACED WITH THE NEW RESIN BOUND AGGREGATE SURFACE COURSE BETWEEN CHAINAGE Om AND OLD MILL STREET JUNCTION, COLOUR TO MATCH EX ISTING, (EXISTING THICKNESS TO BE CONFIRMED BY CONTRACTOR)

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E S G BIRD HOUS- TO BE TAKEN UP AND RELOCATED

EXISTING GATE 0 BE RETAINE

I

KEY °TR -EXISTING TREE

P3 JP ST

P2 JP ST

MCC COMMENTS INCORPORATED INTO

JUL'13 W G MCC COMMENTS INCORPORATED INTO

JUL' 13 DRAWING REV ORN CHK APP DAlE DESCRIPTION

Wilde Consulllng Civil & struc tural Engineers

Clien t

ilrindley l odge, Adcroft Sir_ I, Slockport. Cha , t>ke , SI(I3HS.

www.wUdeclvil,co.vk Tel : 0 161 ·474·7479 FOll : 0161 ·~74-74n

Manchester Council Project

New Islington Free School Access Road

Tills

Proposed Access Road Layout Genera l Arrangement

Scalo 1:500

651 -030-1 00 Sta tus

Chkd S1

FOR INFORMATION

Approved

Rovi$lon

P3

Sheol Size

A3

--------------- - ----- - ---- -- ------------------- ------ ----~ --- ._- --~.-- ---- - --_._- -_. -- .--. -- -- -_. -.-----_._- ----- --------------_. __ ...•. - --_. __ .• _ .•.. ------- - --- ----

51

50

Contractor to de$!gn retaining wall to specification given on MSA drawing (GA)220

Handrail to

AGA spec.

Proposed School Access Road

-- ,....."""'--_'4'--_ _ C;----... --+-. -l~--'- BlfrMIfnt

- i--- - - -- -- lj'-j Hin 990mm of reinforced soil

beneath blinding (see note 5). ,

51

50

© Martin Stock!ey Associates Limited

ExIsting Central Retail Park Access Road --

Tie fence foundation relnfocement an imo remlnlng wall reinforced concrete foundation

RC Foundation (reinforcement. width and depth depth TBC b~ pre-<ast retaining wall sub contractor)

Contr.l.ctor to design retaining wall to spi!cification given on MSA drawing (GA)220

O.39)(O.4m High Containment Kerb with O.2m min C20 concrete haurn;hJng (eg Marshalls Titan or similar apprOYed

Halldra~ to

AGAspec

TYPICAL SECTION CH 210

ProP05ed School Access Road

". ~'"' 1/' ;'<:", 2 ~.:_·!",;J,r',,"v:1." .'t~

~-.;..... Embankment to ~ constructed UptO 1200mm

existing Central Retail Pari< Access Road

-i.~ ':" below proposed surface levels in first ph;ue.

~~~:~O~O~~:::;:~t~~~,~:'''';::c~om~p'~d~''~W~''~1 G~~~d'~d~G~~~~""~I.; •• FiI- -- -;-;1 ~ ;~ ~ - ~ ~ ~ - :: ~ - _~L ~ Ii i Compliant With 6F2 Classification

200mm C30 air entrained concrete slab with top and bottom A I93 mesh reinforcement (40mm cover) upon vlsqueen 1200 dpm upon mn. 150mm fully compacted, wrface sand blinded, TyPll 1 hardcore (TBC upon proof roiling information). Dowelled Into adjacent existing slab With cast-in 600 long 16mm dia dowels at 600mm ctrs resin anchored at mid-depth.

Min990mm reinforced fiU . s.._S

ne fence foundation reinfocemem cast into realnlng wall reinforced concrete foundation

RC Foondation (reinforcement, width and depth depth TBC by pre-cast retaining wall sub contr.l.ctor)

TYPICAL SECTION CH 300

----------10-----------------,1 Notes: I -------- - --I I. This df,jwing is to be read in conjunction with all I relevant Architect's and Engilleer's drawings and me speciliat!on.

2. This drawilll should not be scated.

1 . All dmensions are to be ........ ifie<l ~ the contr.Ktor 0I'l site. Any discrepancies $hould be referred to the CA prior to commencement of the

I wo,,",

4. Refer ro Dr.iwings (AS) 210 & 271 for sequeocing InfOflTlitloo

5.] layers ofTl'!IlSoI.f SSlO bWcJ;aI googrid or similar approved across whole of base of esr.bankmenr, Iaye~ at l30mm centr'eS With full bodkin joints, fonned Wim welt graded granu~ fill to form a strengthened basal raft. R.at't to run under pre-ca.st panels with overdia: as required to athiete the required depth of s~"!thened raft (effectively I m depth of reinforced soil under me blinding layer). Prior to connruction. existing ,round to be proof rolled With ex;avatloo & replacemellt cl any soft spor$ or deleteriouS materials. SSlO typical roll dimension 4m x Srn. --

r-K_'Y_' _ ______ ____ __ -------'

l Precil$l; Retaining Wall

LI __ ::::J In-situ Reinforced Corw:r'Ilte Rat't Fourxb.tion

Blinding

Min 990mm Reiolorced Sotl Benmm Blinding see note S

School Access Tf,jck with SUDS Drainage Bed see MSA drawings (DR) 260 & (DR) 261

Composite Drainage Textile ( T euam Filtr.l.m B I o r Similar Approved)

_ _ --'y'- Existing surface level

__ ~S7~' _ Propmed surface level

01.05.Gi COl Re ..... ed conc ....... rood.p« """ CG pp 11""","" ""';sIonllndic:.~

01.Gi.04 CO l 1 .. ""dle,CONSTRUCTION PM pp O"'T~ . ~N. OE~ O~WN CHKo.

~CT:

0 0 00

Martin Stockley Associates CONSULTING ENGINE ERS

Manchester Millennium Village New Islington Sustainable community

Works Order 4 School Access Road Sections CH 210 & CH 300

CONSTRUCTION ~"'om~c- ----,.,M<'-----,I"o.M .. ._--_.'>"'ocad<~

1:IOO@A3 Feb04 I PM pp

,,-~

180/07 (GA) 227

'.r-----------~-----~-----------------------.

GRANULAR MATERIAL TO S.H.W. CLAUSE 503.3(i) 1

I TO MEET THE REQUIREMENTS OF TABLE 5/1 FROM S.H.W

IMPORTED TOPSOIL TO SHW

GRANULAR MATERIAL TO S.H.W. CLAUSE 503.3(i)

TO MEET THE REQUIREMENTS OF TABLE 5/1 FROM S.H.W

1500

1500

, .' i / ....

600

600

150

4500 CARRIAGEWAY

,- "

TYPICAL SECTION A-A (CH 0-155m)

SCALE 1 :50

4500

.. ,->

TYPICAL SECTION 8-8 (CHAINAGE 155-186.473)

SCALE 1 :50

:"--.! , L __________________ _

SECTION C-C

1000

TYPICAL CARRIAGEWAY JOINTING ARRANGEMENT SCALE 1 :20

, ,

1000

APPROVED) FLEXIBLE RESIN BOUND AGGREGATE SURFACING (COLOUR TO MATCH EXISTIN 40 LOSE

SURFACE COURSE

BI

PlNY,;JING AfllO BUILDiNG CON:mOL

3 , JUL 2m3

1

NOTES 1. ALL DIMENSIONS IN MILLlMETERS

UNLESS STATED OTHERWISE 2. PAVEMENT DESIGN IS BASED ON

THE PRESUMED CBR VALUE OF " 15%. TESTING SHALL BE UNDERTAKEN PRIOR TO COMMENCEMENT OF THE WORKS . NO WORK SHALL COMMENCE IF THIS VALUE IS NOT OBTAINED WITHOUT CONSULTING THE DESIGN ENGINEER.

3. ALL SURFACING TO BE IN ACCORDANCE WITH BS EN 13108-1 :2006

4. IMPORTED TOP SOIL SHALL COMPLY WITH BS 3882: 1994 GENERAL PURPOSE GRADE

5. COMPACTION OF IMPORTED FILL MATERIAL SHALL BE IN ACCORDANCE WITH CLAUSE 612 OF SHW

6. THE DESIGN ENGINEER SHALL BE NOTIFIED OF THE IDENTIFICATION OF SOFT SPOTS BELOW FORMATION LEVEL

7. THE FORMATION SHALL BE PREPARED IN ACCORDANCE WITH CLAUSE 616 OF THE S.H.W

P3 JP ST

WITH OF EMBANKMENT CORRECTED IN SECTION

JUL'13 A-A

P2 JP ST

MCC COMMENTS INCORPORATED INTO

JUL'13 DRAWING REV DRN CHK APP DATE DESCRIPTION

Wilde G&1 Consulting Civil & Structural Engineers

Client

Brir'ldley Lodge, Adcrofl Str",et Stod:porl. Cheshire. SKI3HS.

www.Wildeciv.ll.co.uk Tel: 0161-474-7479 Fox: 0161-474-7492

Manchester City Council Project

New Islington Free School Access Road

Title

Proposed Access Road Layout Pavement Details

Scale Chkd

F':::c:SD:c:-D ~-'--"~ -,-=c:,-,=-~ST Drawing No.

651-030- 10 1 Status

Approved

Revision

P3

Sh~et Size

FOR INFORMATION A3