Approved Plans

 

 

ROAD SETOUT SCHEDULE CONT.

 

 

 

    
      
   
 

 
  
  

 
  

 

     

 

 

 

 

 

 

 

 
 
    
   
   
   
   
     
   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

PT CHAINAGE EASTING NORTHING ANGLE RADIUS TANGENT DEF ANGLE ARC LENGTH
ROAD 4
= ATLANTIS TOR APPROVED IPI 0.000 7362.017 —-4742.282 248¢50'38"
EQUIVALENT] LAID ON 200MM COMPACTED IP2 21.903 7340.176  4733.829 50.000 23.420 S0d11'50" 43.805
DEPTH OF CBR45 ROADBASE OVER GEOTEXTILE. ™ cTP 43.805 7319.700 4745. 198 299402'26"
REFER MANUFACTURERS SPECIFICATION. re IPS. 45.558 7318.152  4746.058 10.000 1.771 20d05'04" 3,505
cT 47.311 7316.403 4746 333 278d57' 25"
IP4 58.811 7305 .042 4748.124 278d57' 25"
ROAD 5
IPI 0.000 7362.740 4744.54 98¢57'07"
Te 23.339 © 7385.795 4740.912 98d57'07"
IP2 27.321 7389.95! 4740, 258 10.000 4,207 45438'02" 7.965
cTP 31.304 7393.325 4742.71 5341905"
IPS. 35.280  7396.693 4745, 260 10.000 4.200 45d34'06" 7.953
cT 39.257  7400.843 4744.63! 98453" 11"
q 1P4 56.289 7417.671  4742.000 98d53" 11"
ROAD 6
IPI 0.000 7438.367 473.050 188d53'11*
Tc 31.156 743.554 4742.268 188053" 11"
1P2 40.440 7432.07 4732375 20.000 10.013. 83d11'20" 18.566
cT 49.723 7439.00! 4725.210 135d41'51"
Tc 54.324 7442.215 4721.916 135d41'51"
IP3 65.242 7450.700 4713.222 20.000 12.149 62d33'12" 21.835
cT 76.160  7462.327 4716.745 7340839"
i Tc 161.621 7544.117  4741.525  73d08'39"
fH IP 167.182 7560.065  4743,328 10.000 6.215 63d43'24" 11,122
cT 172.743 7551.083 4749.459 9425" 15"
q IPS 227.546 7560.053  4803.522 942515"
e ROAD 7
IPI 0.000 7518.871  4857.425 188d56'010"
BOLLARD FENCE. IP2 131.323 7498.472 —-4727.696 188456'010"
REFER STD DRG 9502 a6i0%6
IPI 0.000 7607.473 + 4796.099 189d11'59°
IP2 27.032 7603.152 4769.414 189d11'59"
ROAD 9
1 IPI 0.000 7476.574 —-4859,918 315d12'11"
Tc 8.718 7472,845 -4863.975 315412" 11"
IP2 8.884 7470.236 4866. 300 10.000 3.277 36dI7'01" 6,333
cT 12.051 7466.99 4866.808 278d55' 10"
IP3 35.159 7444.171 4870.39! 278d55' 10"
ROAD 10
| | IPI 0.000 7389.473 © 4853.452 8d57'46"
| IP2 25.218 7393.401 © 4878.362 8d57'46"
SERVICED |
APARTMENTS ROAD 11
IPI 0.000 7344.073 4886.109 96d55'28"
IP2 91.557 7434.52] 4871,905 9855'28"
ROAD 12
IPI 0.000 © 7362.174 + 4857.736 186D59'47"
Tc 2.918 7361.819 4854.84! 186059" 47"
1P2 7.035 7361.310 -4850.695 20.000 4.177 23035'31" 8.235
cT 11.153 7362503 4846692 163024" 17"
Tc 12,892 7363.00 4845.025 163024" 17"
1P3 18.821 7364.695  4839.339 130.000 5.933 5D13'35" 11.858
20 7364.843 4838.16! 166032" 14"
SERV.ICED, cT 24.750 7365.864  4833.522 16837'S1"
APARTMENTS Te 27.013 7366.310 — 4831.304 168037'51"
1P4 33.619  7367.626  4824.762 38.000 6.674 19055'20" 13,213
40 7366.666  48/8.385 188D12'47"
cT 40.226 7366.63 4818. 162 188D33'11"
Tc 52.970  7364.738  4805.559 188D33' 1!"
60 7362.959  4798.772 200049'05"
pees a ae IPS 63.130 7363.17 4795.179 32.839 10.496 35D27'00" 20.318
| SUNSE Saw ca | ct 73.289 7355.85  4787.629 224D00' 12"
| UNSHII t 1P6 75.261  7354.515  4786.211 224D00'12"
CARPARKING, REFER
STRUCTURAL ENGINEERS :
DETAILS. OPW 12
NOTE: ASSUMED TOPSOIL DEPTH 150mm
" ~ ULTIMATE PAVEMENT DEPTHS ARE DETERMINED BY
SUBGRADE TESTS TAKEN AT FORMATION LEVEL.
NOMINAL PAVEMENT:
25nm AC SURFACING
125mm TOP COURSE {CLASS 1}
125mm SECOND COURSE (CLASS 2)
EN
NOTE: 40mm AC TO BE PROVIDED AT ENTRANCE Ww
; cr yo Yo rom aeniave vas mY \Y
onsulting Engineers i 1500 19 50 0 20 At sheet 2 of 2 sheets,
See mere ieee erento ne ———— © _[ ROAD 12 CO-OROWATES ANENDED saz || NOOSA DOMAIN RETIREMENT VILLAGE Sogumbe
WES CONGULTIG ENGINEERS FY LID AEN TERR) A14 05 o datum: AHO derived origin (8M) £ CONSTRUCTED STAGES SHOWN 18.04.12, ‘scp
SUNSHINE COAST GLADSTONE 0 nor SCALE FROM THis ORAVING-USE ONLY DHVENSIONS PROVIDED FR’ DOUBT PLEASE NOU
ZIP Bian Ronse, SEGrenceon Sat, designed] «iN | COPYRIGHT. 2006 J &P CONSULTING ENGINEERS PTY. LTD ent [reson doe aoe] he COUNTRY CLUB VILLAGES PTY. LTD. M1717-RO2.F
Slevrone 7) 24 50, teen ToT aera 210 drawn _| | Tuts DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY A [ORGNAL SSUE e208 | a Ss
Grr smest ane Hott Sree checkod | aF | WRITTEN AONseNT OFF 8 PCONSULTING ENGINEERS PTY. LTO 8 _[ oR RELOCATIONS OF UNTS vasce | aw ROAD LAYOUT PLAN - SHEET 2 MA717-RO1-Rt1,0WG
telephone (07) 38447161 Kanproved a. Fraser... Ser. : “RPO 5601 __JA_©_| PAVEMENT DETALS ADDED TURF CELL un eTweeN ADT aR] 20805 [AAC A. Jaate 282.06