2576 - SBSMP-01 (Feb 2026)

Cod Fite: G:\41\,17021\ Document Transfer’ Incoming) 45-115, Civi\ ACAD 451 15~COIZACIIACISA Intersection —  Culdesae Details. dwg[C12]

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

  

 

  
    
 
   

 

 

   
 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 
 
  

     

 

 

 

 

 

  

 

 

 

 

 

 

  
  

 

 

   
        

 

 

 

 

 

 

 

 

 

 

 

 

Piot_Onte:_27/07/07 — 14:41

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

D4-4
Existing Guordrail
to remain
1 a n n o no n o nr n A Dn 0 n n no n n nD D1. OO O A On o Oo 0
_ o “
3 2 ° = 2 8
5 i & x
| HOLTS ROAD | 0 | _ _— — _ _
4 4 3 4 09 Existing Edge Li Existing Edge Line
we . 2 A. A xisting Edge Line
Existing Edge Line ob pe 38 438 ad ye ye to_be removed
re oO
3 &
Fete og ee Existing kerb & channel Z Existing kerb & channel s 2
to be removed fz . _ _. \ dae
eo - == aemanu sw -_—— ——— = = i
— SSS SS Vv 8 Flore | ot.
: 7 Q ao E Existing Shoulder
RH — Se 8 Holding Line, refer @ 2 z Refer Detoiy
Existing Shoulder —~ 2 SQ LSA Std Org R15 B 0
neta tebe chain ‘Sling Rising — ant rN Existing RCP to Double Barrig/A.ine, 25 | THROUGH Invert of existing
ain ee aN be removed refer LSA 5 Org RIS ee ee toble drain lb be!
qh: =
\ e R12 50 Volededetrttittitibibit ti bits
: R15.0 AN7.985 Street Nome 0") Drq 45113-C17 for
Existing top of bank \ | 22.633 F399 Typical Section
y 03.88 Kerb & Channel Existing top of bonk 8
\ ~ 228 3-
Sas
x fe eye 8 aT
\\ 20 O12 3 4 8 30
143.779 | 6.50 =? |
i 21[343, 1:5 FLARE DETAIL
Ri-2 A Not to Scale
Existing sign to Existing RCP & drainage
be reloceted a LY structures to be removed
1
NOTE: Existing Rising Main ond Mater nein Existing RCP & a . vt to Pork (Centre ti INTERSECTION NOTES
In area, contac’ jor onstructer ° Access to Pai nire Line - 7
. : —- 1. All radii ore to invert (NKL) of kerb.
before commencing work in area structures to be rerap\ co He ch o7.8) cater IPWEA Dwg R-0050 2. All offsets are to invert (NKL) of kerb.
;—~ 3. All kerb and chennel levels are top of
kerb fevels.
Be Kerb & Channe 4, Levels shown at quarter points around
> ° @ a Tn yt ds T: ] é ae | Type 81 \ arcs ot intersections, and ot
° i. ’ r ; _0T 4 DRIVEWAY of) * be 4 > \ : I... hn a cul-de-secs os shown.
-— 4 t t - T i 5 T T $ “ST * a5 al \P LH Existing access to
re ( tat a ae a4 P 1 "| | Ne | > \ be demolished os23t4 Level ot Tangent Point
tel te tH
; pee eee CO INCA 9
% . a oFo 52.07 Intermediate Level
- | cl ecoemtefur Pek! UecrATONAL WORKS No.7 2227 ° n
Driveway to Lot 4 to be Existing access to ha wee R25.00 Curve Radi d Arc Length
constructed, Refer IPWEA be demolished \A HAC EN Je eeveeeeees hoa urve Radius ond Arc Leng
Sid Drg R-0050 cid BY... weed
L AES CeO BY. LEGEND
L Eg ist * Refer to Drg 45113-C17
Edge _of existing wee wee Pe seceeeseeeeeeneeeeees : PLat for pavement details
pavement LOT 3 ja DER HO CIRPUMSTANCES MAY THE PLAS
“omm a0 Serforing wo saec CRTONS NE DEPARTED| FROM WITHOUT | fle to eg asn18-017
ea NS. ‘7 j ‘or concrete cetalis
- < a LAND DEVELOPME «7 A
“0omm_| Trimming Line * Increase cutback where s WITTEN APPROVAL of the MANAGER DENERC
necessary to obtain minimun 5 \ Refer to Org TPWEA R-0065
distance of 600mm from PUANS APPROVED for footpath details
NOTE: Sowcut existing trimming fine to lip of kerb wee . .
2 pavement, join and channel CMe Ay F. SERS AN. —_— Construction Joint
§ smoothly to existing. . — —— — Sow Cut Joint
be
PAVEMENT JOINING DETAIL ,
Not to Scale .
= DRAWING NO.
SOAS craw | Bw leddy sergiacomi & cue Location
i PT ROAD, NANDROYA 45113-C12
ENGINEERING & ENVIRONMENTAL CONSULTANTS | panect Tm REV.
‘A_{ ISSUE FOR TENDER ce_| 07/07 sesionD | aw GERS & PLANNERS © 12
Rev DESCRIPTION SY | CATE —— 1:250 po | a B, carsuss cust ce > enoemeoucaeomce > 9 renee PROPOSED INDUSTRIAL ROADWORKS = A
Pee ase SS SS RE 2 SSeS CE TN oe a eee NN ont ESTATE INTERSECTION DETAILS 36
ier cas ecw ex oma m ma om, onTE 05/07 | MM OIC ES RT ones 1150 aT BAONSEES, GESEE & EY BAY £160 1547