Rfi - C6535-25-FULL Set 2025-06-18

 
 
  
 
 
 
 
  
 
 
       

HOY ROAD CONTROL LINE SETOUT TABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 
 

 

  

  
    
    
 
    
 
     

 
  
 
 
 
  
        

   
    

  

  

    

 
  
      

  

T
PROPOSED 5X750@ RCP
EXISTING 600@ RCP TO BE
TAKEN UP AND REMOVED FROM
SITE. REFER R14 FOR DETAILS.

 

PROPOSED 4508 RCP
REFER R05 FOR DETAILS.

  

  

PROPOSED TREES TO BE REMOVED

EXISTING BATTERS

PT | CHAINAGE | EASTING | NORTHING | BEARING |RAD/SPIRAL| TANGENT [DEF ANGLE|ARC LEN [PT | CHAINAGE | EASTING | NORTHING | BEARING |RAD/SPIRAL| TANGENT [DEF ANGLE|ARC LEN
Wer | ana] 692863.n54] ToR0396. 734] 119439° 11" tes | 2ae.sos| 32503. zo 000429.105| | 125.000 | 21.795] r94se's9” | 43.156 N
Tc 1.214] 492364.967| 7080394. 247] 113439'11" a 756 abal 492019 7061 7080000 96 69¢17"22" : : :
1P2 9.169} 492372.510| 7080390. 943 25.000 8.235 | 36d27'°47" 15.910 Tc 298 842 492 53.328 7080455877 9417! 22"
17.124) 492380. 540) 7080392. 769) 7d11°23" 1P6 317.782 192671170 7080462.622 ‘ 130.000 19.075 | 16d41°42" 37.880
32-486) 492395, 520) 7080396. 175) 77011°23" cT 336.721] 492690. 198| 7080463. 958| 85459" 03" : : :
38.792| 492401.671| 7080397.573 200.000 6.308 3d36'47" 12.612 Tc 475.993 492829.128 7080673.712| 85d59°03" |
45.098] 492407.722| 7080399.357) 73d34'36" . . taae REFER R10 FOR
136,651] 492495.539| 7080425. 242/ 73d34°36" 1P7 528.499) 492883.237| 7080477 .510 170.000 54.242 | 35d23'33 105.012 |
160.313] 492518.375| 7080431.973 175.000 23.807 | 15d29°39" | 47.324 oT 581.005) 492929. 546/ 7080449, 268] 12122’ 36" DRIVEWAY SETOUT |
. . . . . 1P8 628.806] 492970.357] 7080424, 380| 121422‘ 36" COORDINATES. 2
183,975] 492542.179] 7080432.359| 89404" 15" : : > z |
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1" | 3
RP8B7049 | z
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EXISTING 2000 RCP. ;2
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EXISTING 3750 RCP. | 2
EXISTING INLET AND OUTLET PROPOSED 3750 lig
HEADWALLS TO BE TAKEN UP RCP REFER ROS. | Me
EXISTING 3750 RCP. REMOVED AND REPLACED. FOR DETAILS. ;u
EXISTING 3758 RCP. REFER R05 FOR DETAILS. | a
REFER R12 FOR LAKE |
MACDONALD DRIVE & HOY 2 Lor4 |
ROAD INTERSECTION DETAILS. i RP171041 |
RP195 775 |
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z| wit DRIVEWAY SETOUT
6 \—-—F wl COORDINATES. HOY ROAD 2 COAT SEAL
O| —agecy (INCLUDING DRIVEWAYS)
2 ROAD 1 & HOY ROAD INTERSECTION
o| ‘AC PAVEMENT
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wi | CONCRETE CAUSEWAY
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aLLttiti| PROPOSED EATHWORKS BATTERS
\ PROPOSED 375@ RCP
\ \ REFER ROS FOR DETAILS.
LoT1 \ \ \ 0 10 20 30 40 50m
\A\\ \ \ ol
\ \ ‘ RP157335 , SCALE 1:500 At, 1:1000 A3
va \) \ \ \ ~s.
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
» ov seas aaas "| 18706725] LocaTION OF LOT DRNEWAY & INTERSECTION PAVEMENT AMENDED J epw [iF PROPOSED RESIDENTIAL SUBDIVISION HOY ROAD LAYOUT PLAN VWALSH
WAL SH E [email protected] at HOY ROAD, LAKE MACDONALD CONSULTING
CONSULTING J * is/rawies toe Bonz" | for INDIGO GROUP ENGINEERS
A 15/72 Wises Road, Maroochydore Q.4558
PO Box 5512, Maroochydore BC Q 4558 ©his plan is Copyright. Other than forth and subject to the condi bed under the Copyright Act,
ENGINEERS J aan. 9eit aso 716 FOR APPROVAL eee erences ee sees sccayes ercasroeemalce |_ORAWING No: C6535/25/RO1 Revision: A
NOT FOR CONSTRUCTION reproduced, stored in 2 retrieval system or transmitted without the prior written permission of Walsh Consulting Engineers. All
COUNCIL REFERENCE: SHEET: 1 of 15

 

 

 

 

FILENAME : 055952507 dug-DATE: 161605 -458pm intellectual property remains within Walsh Consulting Engineers. ll enquires should be directed to Walsh Consulting Engineers

 

 

 

 

 

 

Al Sheet Size ff Design: ILF [Orawn:ePpw __[Date:APRIL 2025