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Attachment 2 - Revised Engineering Plans

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RP845247
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LEGEND:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FINISHED SURFACE CONTOURS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING SURFACE CONTOURS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED 2 COAT SEAL DRIVEWAY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED VEGETATION COVENANT




                                                                                                                                                                                                                                                 RP908513
                                                                                                                                                                                                                                                    2
                                                                                                      DOWNHILL GRADE 5%



                                                       AV
                                                         AI
                                                                                                                                                                                                                                                                                                                                                                                                                                                               EXISTING ROAD CENTER LINE
                                                            LA
                                                               B                                                                                                                                                                                                                                                                                                                                                                                               POSTED SPEED     =      80km/hr
                                                                LE
                                                                     SS                                                                                                                                                                                                                                                                                                                                                                                        RADIUS           =     167m
                                                                          D
                                                                              -1                             BLA                                                                                                                                                                                                                                                                                                                                               SUPERELEVATION =        5%
                                                                                51
                                                                                  m                                        CK                                                                                                                                                                                                                                                                                                                                  SIDE FRICTION    =      0.25
                                                                                                                                 MO                                                                                                                                                                                                                                                                                                                            OK FOR POSTED SPEED
                                                                                                                                               UN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     AVAILABLE
                                                                                                                                                 TAI                                                                                                             UPHILL GRADE 5%                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SSD 115m




                                                                                                                                                                                                                                                                                                                                                                                                 R167
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E/OH                                                                                                                      VIEW NORTH
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E/OH
                                                                                                                                2

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                                                                                                                                                                                                                           H                                             \ \\\\                                                                                                                                                                                                                                >
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                                                                                                                                                                                                                                                                                                                                                                                                                                                               >                            E/OH

                                                                                                                                                                                                                                                         E/O
                                                                                                                                                                                                                                                            H
                                                                                                                                                                                                                                                                                                    SSD - 115m
                                                                                                                                                                                                                                                                                                                                                                                         | | | |                     | |
                                                                                                                                                                                                                                                                                                                                                                                                                                               E/OH




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                                                                                                                                                                                                                                                                                           E/O                                                                          E/OH




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                                                                                                                                                                                                                                                                                               H




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                                                                                                                                                                                                                                                                                                                                     | | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         AVAILABLE




                                                                                                                                                                                                                                                                                                                    | | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SSD 151m




                                                                                                                                                                                                                                                                                                                   |
                                                                                                                                                                                                                                                                                                                    E/OH
                                                                                                                                                                                                                                                                                                               | | |
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                                                                                                                                                                                                                                      EXISTING POWER




                                                                                                                                                                                                                                                                                                          | | | | | |
                                                                                                                                                                                                                                      POLE TO REMAIN


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      m
                                                                                                                                                                                                                                                                                                      E/OH

                                                                                                                                                                                                                                                 1                                                                                                                                                                                                                                                                                                                                   Downhill Grade =                                                5%
                                                                                                                                                                                                                                                                                                     //



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Design     Rt (sec)                                            Rt (sec)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Speed
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    km/hr        1.5                                                    2
                                                                                                                                                                                                                                                                                                //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     90          140                                                   153                                                    VIEW SOUTH
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     80          115                                                   126
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                                                                                                                                                                                                                                                                                                                                                                                                                                           //
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Uphill Grade =                                                 5%
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                                                                                                                                                                                                                                                                                                                                                                                                                                                      //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Design     Rt (sec)                                            Rt (sec)
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Speed
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    km/hr        1.5                                                    2                                                            PLAN
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                                                                                                  >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     //
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     90          115                                                   128                                                  SCALE 1:500 (A1), 1:1000 (A3)
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     80          95                                                    106
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                                                                                                  >




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0   10          20           30           40     50 Meters
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              //
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STOPPING SIGHT DISTANCE CLACS
                                                                                                                                                                                                                                                                                                                                                                                                                                                           | |
                                                                                                                                                                                                                                                                                                                                                                                                                            | |
                                                                                                      >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Posted Speed      =     80km/hr
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          |
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SCALE 1:500 (A1), 1:1000 (A3)
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      //
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Design Speed      =     90km/hr
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               d                 =     0.36 desirable
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              | |
                                                                                                         >




                                                                                                                                                                                                                                                                                                                                                                                                                                     |




NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                               PURPOSES.
                                                                                                                       SWT                                                                                                                                                                                                                                                                                                                                                         PROJECT:                                                                                                                                                                                        DRAWING TITLE:
                                                                                                                                                                                                                                                                                                                                           ALTA PROJECTS
                                                                                                                                                         Drawn: SWT
                                                                                                                                                                                                                                                                                                                                           A.B.N. 611355330                                                                                                                                                                                                                                                                                                                        ROADWORK SITE DISTANCE PLAN
                                                                                                          FOR APPROVAL                                    Date: July 2022                                                                                                                                                                  26 Memorial Avenue, Cotton Tree                                                                                                         PROPOSED SUBDIVISION ESTATE
                                                                                                                           NOT FOR CONSTRUCTION                                                                                                                                                                                            PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                                                                                                                                                            Revision      Sheet
                                                                                                                                                       Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                           Tel (07) 5475 4125 Fax (07) 5479 1607
                                                                                                                                                                                                                                                                                                                                           Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   at 96 BLACK MOUNTAIN RANGE ROAD, BLACK MOUNTAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            A6682/22/P04                                                                                                                                                                                     A       4 of 5
                                                                                                                          STEPHEN ROBERTS
  A    28/11/2022   ISSUE FOR APPROVAL                                                   S.T.     S.R.
                                                                                                             .......................
                                                                                                                 DIRECTOR APPROVAL                          Datum AHD
                                                                                                                                                                                                                                                                                                                                           Web: http://www.alta.net.au                                                                                                             for BRETT HAGE
 REV    DATE                             DESCRIPTION                                     BY       CHKD           RPEQ - 7665                                 A1 SHEET SIZE                                  FILENAME : A6682-P04 ROADWORK SITE DISTANCE PLAN.dwg - DATE : 28/11/22 - 3:55pm - XREF's: X-Base; X-Survey; X-DCDB; X-Image; H-Approved-SR; H-Checked-SR                                                                                                                                                                                                                                                    Council Ref: ............


[OCR of page images]
    

DOWNHILL GRADE 5%

EXISTING ROAD CENTER LINE

  
 
   
   
   
   
 

POSTED SPEED = 80km/hr
RADIUS = 167m
SUPERELEVATION = 5%
SIDE FRICTION = 0.25

OK FOR POSTED SPEED
UPHILL GRADE 5%

  

LEGEND:

--=--=-59-.....-- FINISHED SURFACE CONTOURS
—-—~59-_-- _ EXISTING SURFACE CONTOURS
| PROPOSED 2 COAT SEAL DRIVEWAY

PROPOSED VEGETATION COVENANT

 

AVAILABLE
SSD 115m

 

 

VIEW NORTH

 

 
 

 

 

 

 
    
 

  

 
 
   
  
 
 
 
  
 

  
     
   
 
 
  
 
 
 
  
 

   
 

    
 

    
 

   
      
  
 

  
  
 

  
  
  
     

 

 

 

 

 

 

 

 

 

 

 

a AVAILABLE
[oo SSD 151m
/ ar Be
| EXISTING POWER
; ot POLE TO REMAIN
| Son
/ i
/ Downhill Grade =
Design Rt (sec)
Speed
/ km/hr 15 2
90 140 183 VIEW SOUTH
80 115 126
Uphill Grade = 5%
Design Rt (sec) Rt (sec)
Speed
km/hr 15 2 PLAN
90 115 128 SCALE 1:500 (A1), 1:1000 (A3)
80 95 106
0 10 20 30 40 50 Meters
STOPPING SIGHT DISTANCE CLACS
Posted Speed = 80km/hr SCALE 1:500 (A1), 1:1000 (A3)
Design Speed = 90km/hr
d = 0.36 desirable
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUGFION PURPOSES. | Design: ALTA PROJECTS PROJECT: OAS WORK SITE DISTANCE PLAN
Drawn:
A.B.N. 611355330
Date apNertsssso =| PROPOSED SUBDIVISION ESTATE
PO Box 559, Cotton Tree, QLD, 4558 Revision neat
checked: r Tel on) 5475 128 Fax (07) 5479 1607 at 96 BLACK MOUNTAIN RANGE ROAD, BLACK MOUNTAIN DRAWING No: 96689/22/P04 A | bof 5
° ENGINEERING : DESIGN : MANAGEMENT = ='ail: [email protected] © This plan is Copyright. Other then for the purposes of and subject to the conditions yreseribed under the
fava serena wx | os Soa Web: hepa ata netau for BRETT HAGE CaM dela Stl eid yh car ta ate! pr
—— srten permission of ALM Projects, Al inelecal property remains within A174 Projects. ll enquiries shoal
REV | DATE DESCRIPTION By | CHKD ‘At SHEET SIZE FILENAME : AG682-PO4 ROADWORK SITE DISTANCE PLAN dug - DATE : 28/11/22- 3:55pm - XREF's: X-Base; X-Survey, X-DCDB; Xmage; H-Approved-SR; H-Checked-SR Council Ref: de directed to ALTA Projects.

 

 

 

 

 

 

 

 

 

 

 

 

 
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