Approved Plans · OPW11/0335

PRAM RAMPS TO COMPLY WITH

  
 
 
  

 
   
 
   

   
         
  
  
 
 
  
  
   

 
 

R-090 AND SEQ, R-091, TYPICAL, DOWEL CRADLES OR BAR CHARS. MATERIAL WITH A 10mm —

2-Ni2 TRIMMERS, 1200 LONG, SEALANT CAPPING

\ TIED UNDER TOP STERL.
\ \

TO EVERY DOWEL.

= ‘10mm COMPRESSIBLE PROVIDE A PARCHEM ‘DOWELFORM’

RE 0 Man SaTTe ea = MATERIAL WITH A 10mm SLEEVE WITH A B16 INSERT TO = APPROVED TOOL JOINT AT  R16-300 GALVANISED DOWEL inn COMPRESSIBLE 1NI2 BAR
s SEALANT CAPPING ALLOW FOR LATERAL MOVEMENT S LOCATIONS ON PLAN BARS, 400 LONG, SUPPORTED ON mn
2 =

 

REFER PLAN

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

12-600, 600 LONG EXISTING SLAB eed
REFER SLAB NOTE CRD ee REFER sap nove” STOP MESH SOnm EACH SIDE W380 CALVAASED GaEL BARE, GUN LEI
; ; : 3 200 | 200 OF JOINT AND PRIVIDE 1 Ni2 REFER SLAB NOTE DRILL AND EPOXY GROUT 100 INTO EXISTING
pape. a . J ws eavunsl oo ome socio BARCEALH: SDE:OF: JOM: SLAB. PROVIDE A PARCHEM ‘DOWELFORM’ SLEEVE
SUPPORTED ON DOWEL CRADLES OR BAR CHAIRS. CONSTRUCTION JOINT CJ2 ral
CONSTRUCTION JOINT CJ1 ee JOINT - CONCRETE MAY BE CONSTRUCTION JOINT CJ3
(EXPANSION JOINT) RED. CONTINUOUSLY THROUGH JOINT} 30MPa CONCRETE

 

30MPa CONCRETE
30MPa CONCRETE APPROVED CUT. JOINT

   

 

CUT ALTERNATE WIRE
SL72_ MESH

OF MESH ALONG LINE
{ SO COVER oF JoWNT

 

 

100

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2
2
g
gg 50mm SAND ‘ALL JOINTS MUST BE APPROVED
= = ! BEDDING PRIOR TO CONSTRUCTION
as j
3 KERB Si .
52 eet CRACK CONTROL

i rs a SOINT_- GCJ

STANDARD DESIGN. 30MPa CONCRETE

TO IPWEAQ-SHEETS SEQ

  
   

          
 
    
 

Ti 3.0m WIDE ACCESS EASEMENT

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Fae+ | PILSC] es Reboa! AND SEQ R-091. TYPICAL. -
rae E KERB_AND CHANNEL NOTES:
ate Ls} 1 u
> hah ee 2 saors stom tie cote sas on DENOTES 200mm THICK CONCRETE SLAB oN a a IPWEAQ STD DWG SEQ R-0080 FOR FULL DETAILS OF KERB AND
He |} Se) es ta! = [100 | (200) GROUND REINFORCED WITH SL92 MESH TOP. "
88 ay, 2e 2 GROUND REINFORCED WITH SL72 MESH TOP. Shan COVER OW UNGGURD SEVERE Te 2, SUBSOIL DRAINS ARE TO BE INSTALLED UNDER ALL KERB AND CHANNEL/KERB IN
a& 31', 88! 1 30mm COVER, ON 50 SAND BEDDING. ee ire ACCORDANCE WITH IPWEAQ STD DWG SEQ R-0140 UNLESS OTHERWISE DIRECTED
oS erp? 10) HL TYPICAL UNO. 2.5 (CBS 15) 150mm MIN. THICK, COMPACTED TO BY THE ENGINEER
, .
eS elt ge fC) DENOTES 150mm THICK CONCRETE SLAB ON DVI: NERA 3. CAPPED CLEANING CONNECTIONS SHALL BE PROVIDE AT THE HEAD OF DRAINS
ae *RokD, * GROUND REINFORCED WITH SL82 MESH TOP. DENOTES 250mm THICK CONCRETE SLAB ON AND AT MAXIMUM 100m SPACES.
+ 30mm COVER, ON UNBOUND PAVEMENT TYPE PC PERE RLED TH S192 MESH TOR, 30m 4, OUTLETS SHALL BE PROVIDED AT ALL PITS, HEAD DS OF
ety 2.5 (CBS 15) 150mm MIN, THICK, COMPACTED COVER, AND N16-200 EACH WAY BOTTOM, SOmm . Fs HEADRALES, ENDS OF RERDIAND
\ oy Tae tho CALLA COVER, ON UNBOUND PAVEMENT TYPE 25 (C85 15) CHANNEL/KERB OR OTHERWISE AT MAXIMUM 100m SPACES.
“ty TO 100% ROD, 5, OUTLETS NOT AT DRAINAGE PITS OR HEADWALLS SHALL BE PROVIDED WITH A
+ 8+ s wn mtr Pym at ay SONGRETE)BEADWALL AND APRON WITH MARKER POST.
eh gg e E COAST REGIONAL COUNCIL "
tata BS 3s ~~
+t hb Ss > —— NEW R.C. FOOTPATH. QO A RO.
stetape aa J 2 | meV EG RUAN QO ae J 4 wg)_, FALL DEPTH tan RO*
te 7% BE Zim TYPICAL, — slg CONPRESSBLE MATERIAL is
eS | i [AGE BIS YT SEALANT 13 35
+ +/+ + 4 32/2 ri ug J
aa pate & CAP 5
te adeals 15475 | PROFILE TO =
a ee A MATCH SURFACING FALL
rate ge APPROXIMATE PDSITION OF ~ Sete 25 EXISTING TO INVERT AND 4
a L &
meceE RELOCATED BUS] SHELTER. NN I. N| ae Ee Mm 8
+ thtet. St Ss sat 3 |_ 7
t+ eee = = my ah, aay
+ +p+ 4 + 30MPa CONCRETE 4 ‘ a fal ¥ 200mm|\LEAN MIX
sel [ -_ se 200mm| LEAN MIX
: : = { oy 1
- = : i S =} ‘SELECTED FILTER : 1s
) = > $ “+-|___ SELECTED FILTER MATERIAL
: MATERIAL AS SUBSOIL CLEANING : os AS PER COUNCIL SPEC.
z= PER COUNCIL POINT TO DETAILS ON : .
PRAM RAMPS TO COMPLY WITH = SPEC. =) — IPWEAQ STD DWG Ne ‘
IPWEAQ STANDARD DESIGN. g =e ° |___TYPE_A OR B CLEANING

REFER TO IPWEAQ SHEETS SEQ
R-090 AND SEQ R-091. TYPICAL.

BLEND TO EXISTING CONNECTION

PAVEMENT LEVELS

  

100 SLOTTED
CORRUGATED P.V.C. PIPE

EXISTING KERB AND

\ DA VID CHANNEL TO BE REMOVED
Low

 

 

 

 

 

iT LOt 100 9 SLOTTED | ;
1 “I

he, isd CORRUGATED
I EXISTING PEDESTRIAN P.V.C. PIPE
ys i
a | CROSSING
35

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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