Reference Documents - Stormwater Management Plan & Waste Management Plan - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)

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 oOo 0
_ co. .
3 S 3S S 8 8
5 : S
| HOLTS ROAD | 0 | _ _— — _ _
wae . Existing Edge Line
‘sti i e2\ 2 a3 aah 990 Existing Edge Line
Existing Edge Line ob pe 2 438 ad io he to_be removed
3 oO
3
Refer Org 45113-C2i Existing kerb & channel 2 Existing kerb & channel 3 Ko
for Swale Details to be removed S to be removed nes XG ki
- == memes sw -——-— = —— oo a dge i
—— \ 2 y
= Flore | Le
+R. RM. — > oO Zz re Existing Shoulder
— Se = — g Holding Line, refer @ %, x Refer Detgiy
Existing Shoulder Sting Waters ay LSA Std Org R15 ‘Zs
Invert of existing i oi x SS = MO Invert of exist
concrete table drain isi ow ‘sti Double BarrierAine, La /- nvert of existing
"9 Main ae as \ Seg ee ON cater ISA ai Org RIS ~ = ROAD table drain
/.. 18
\ « R280 one aah boiled ttt bed beb Libby
R15.0 : eet NOM et Org 45113-C17 for
Existing top of bank \ | 22.633 fe 2 599 Typical Section
——— % pe Kerb & Channel Existing top of bank 2
\ 81 ~o8 Ps
&éss6?
K . Speer Liat nso 28 8 ep
20 0123 4 5 30
\\ Loe 6.50 I
Ri-2 % 211343; , 1:5 FLARE DETAIL
Existing sign to | Existing RCP & drainage Not to Scole
be relocated 4 \ Ly structures to be removed
NOTE: Existing Rising Moin ond Water main I E I
in area, contact NSC for As Constructed Existing RCP & draingge : sD hese to Park (Centre Line INTERSECT ON Nore f kerb,
before com i rk in area structures to be rerapyed — _ . radii ore inve of kerb.
rmeneing Work ina “J CH27.5} refer IPWEA Dwg R-O050 2. All offsets are to invert (NKL) of kerb.
;—~ 3. All kerb and chennel levels are top of
% kerb tevels.
- 1 1 Be z Ey \ nero x Channel | 4. Levels shown at quarter points around
° 2 2 a - 5. Ib Tote . ype it i
eS TT cor onivdway TS act erect, or ot
zt T > T T qi T +s *E * a5 al \? LH Existing access to .
oe ie ty tg te pe Ail P J jas | | AA | > \ be demolished 14
\i 0 525 Level at Tangent Point
\. } pee eee CO INCA 09
: “¢ oFO 2. ie
it Lh cbevovimeter Henbhi UecmATONAL WORKS Mo...27 2227 °5 Inlermediote Level
Driveway to Lot 4 to be Existing access to La R25.00 .
constructed, Refer IPWEA be demolished ‘A FHOD BY pid eee eee 138500 Curve Radius ond Arc Length
Sid Drg R-0050 cid BY... weeded
: fh t KD
a ssheen cxniay |. LEGEND
— :
=
‘sti . Refer to Drg 45413-C17
Edge of sting Lot 3 vecdecccecccecccccucescee|Mescseeecseeeeenen reece : pLat for povement details
pavemeni i n ; 7 LL ANCE MAY THE LA®
“rom ACen se SOE One| Be CEPARTED| FROM WITHOUT S| eer to Deg 45113-017
00 - < SFECIG PPROV of the MANAGER LAND DEWELOPME i | for concrete details
* om Trimming Line * Increase cutback where s WRITTEN AF Hy 0
necessary to obtain minimun 5 | Refer to Drg JPWEA R-0065
distance of 600mm from PUANS APPROVED for footpath details
NOTE: Sowcut existing trimming tine to lip of kerb
& pavement, join and channel cme 44, VA —_— Construction Joint
isti: at wen eeeeed cae bane wee tta
§ smoothly to existing. . — —— — Sow Cut Joint
be
PAVEMENT JOINING DETAIL ,
Not to Scale .
“ SG teddy SSS. pty. itd, | DEPT. RASTRUCTURE __|HoLTs ROAD, NANDROYA 45113-6412
oaocn | associates pty. itd. | DEPT. OF INF HOL ,
‘A_[iSSUE FOR TENDER ce | 07/07 cesicn | aus ENGINEERING & ENVIRONMENTAL CONSULTANTS | panect Tm ‘SHEET REV.
0 5 ‘© PROJECT MANAGERS & PLANNERS 12
ran aa aas eet LI 1250 Limam | a | Se sane mart: eameronnaeemne | PROPOSED INDUSTRIAL IITERSECTION DETAIL * A
Sr ass Ses CaS RE SERS ES ng to
PEt renee = ose [eon | owas er FG same, to se an O preg m, | ESTATE INTER s 38