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Appendix C - Engineering Report

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NOTE - REFER TO TRAFFIC ENGINEERING REPORT , PREPARED BY HAYES
TRAFFIC ENGINEERING FOR SUPPORTING INFORMATION AND RESPONSE TO.
DEPARTMENT OF TRANSPORT AND MAIN ROADS APPROVAL CONDITIONS.

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ACCORDANCE WITH THE MANUAL OF-UNIFORM TRAFFIC CONTROL

DEVICES - PART 2, SECTION 4.6/7 - HAZARD| MARKERS - FIGURE|C:

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LEFT TURN TREAMMENTWFIGURE 8.2, a | i RIGHT TURN TREATMENT -\FIGURE 7.6.
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LEGEND

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OAR Marat tetocee Us | @ —EI0H EXISTING OVERHEAD ELECTRICAL & POLE
ry cd I"

AS REQUIRED, EXISTING EDGE OF PAVEMENT
ia) EXISTING SWALE DRAIN
—-+---+-— PROPOSED EDGE OF PAVEMENT

yy PROPOSED PAVEMENT WIDENING

EXISTING ROBG AND
CONCRETE HEADWALL.

SCALE 1:250 A1, 1:500 A3-

REV PROJECT: DRAWING TITLE:

WA H PROPOSED RESIDENTIAL SUBDIVISION PRELIMINARY EXTERNAL ROADWORKS

P 075443 4443

E [email protected] . . .. | at 7 TRILLER COURT, POMONA LAYOUT PLAN CONSULTING

CONSULTING | # 2572 wees Road, Maroochydore a4sse * | for | LOVE POMONA PTY LTD ov

PO Box 5512, Maroochydore BC Q. 4558 ‘© This planis Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no
ENGINEERS ABN. 39611482716 part oft may in any form or by any means (electronic, mechanical, micro copying, photo-copyin, recording or otherwise) be
reproduced, stored in a retrieval system or transmitted without the prior written permission of Walsh Consuking Engineer. Al

intelectual progery remains within Walsh Consulting Engineer, All enquiries shouldbe directed to Walsh Consulting Engineers.

 
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