RFI - Eng Plans

                                                                                                                                                                                                                                                                                 STANDARD SIGNS AND LINE MARKING NOTES
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                                                                                                                                                                                                                                                                                 1.     GENERAL
                                                                                                                                                                                                                                                                                      1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND TRANSPORT
                                                                                                                                                                                                                                                                                           MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION) AND AS2890: PARKING FACILITIES .




                                                                                                                                                STREET
                                                                                                                                                                                                                                                                                 2. SIGNS
                                                                                                                                                                                                                                                                                   2.1.    ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2017 UNLESS NOTED OTHERWISE.
                                                 NEW CONNECTION TO EXISTING                                                                                                                                                                                                        2.2.    SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: LOCATION
                                                 ELECTICAL SERVICE




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                                                                                                                                                                                                                                                                                           CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500




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                                                                                                                                                                                                                                                                                           FROM FACE OF KERB.




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                                                                                                                                                                                                                                                                                   2.3.    PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO KERB OR




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                                                                                                                                                                                                                                                                                           CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE NORMAL TO
                                                                                                                                                                                                                                                                                           APPROACHING HEADLIGHT.
                                                                                                                                                                                                                                                                                 3. SIGN SUPPORTS
                                                                                                                                                                                                                                                                                   3.1.     SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A PAVED SURFACE.
                                                                                                                                                                                                                                                                                 4. LINEMARKING
                                                                                                                                                                                                                                                                                   4.1.    REDUNDANT LINEMARKING IS TO BE GROUND OFF.
                                                                                                                                                                                                                                                                                   4.2.    THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.

                                                 NEW TYPE 'B1' BARRIER KERB TO REPLACE                                                                                                                                                                                           JOINTING NOTES
                                                 EXISTING CROSSOVER AS PER NSC STD
                                                 DWG RS-080                                                                                                                                                                                                                      1.        ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AS3727.1:2016.
                                                                                                            PROPOSED RESIDENTIAL DRIVEWAY TO                                                                                                                                     2.        SAW CUT JOINTS MUST BE:
                                                                                                            BE CONSTRUCTED IN ACCORDANCE WITH                                                                                                                                         2.1.       BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
                                                                                                            IPWEA RS-049 & RS-050                                                                  1.5m WIDE FOOTPATH TO BE
                                                                                                                                                                                                                                                                                      2.2.      CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
                                                                                                                                                                                                   CONSTRUCTED IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                      2.3.      PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
                                                                                                                                                                                                   NSC STD DWG RS-065.
                                                                                                                                                                                                                                                                                 3.    DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW EXPANSION AND
                                                                                                                                                                                                                                                                                        CONTRACTION MOVEMENTS.
                                                                                                                                                                                                                                                                                 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION COMMENCING. LAYOUT
                                                                                                                                                                                                                                                                                        SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
                                PROVIDE NEW CONNECTION TO                                                                                                                                                                                                                        5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT EXTEND ABOVE
                                EXISTING WATER SERVICE                                                              W           W           W         W          W              W     W    W          W         W         W         W   W      W           W      W     W                W
                                                                                                                                                                                                                                                                                        SIDES OF JOINTSWONTO THE SLAB
                                                                                                                                                                                                                                                                                                                    W SURFACE. W             W            W            W       W                W
                                                                                                                                                                                                                                                                                 6. DOWEL BARS ARE TO BE
                                                                                                  W
                                                                                                                                                                                                                                                                                   6.1.     FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
                                                                                         W                                                                                                                                                                                         6.2.     FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES
                                                                                                                                                                                                                                                                                   6.3.     FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
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                                                                                                                                                                                                                                                                                   6.4.     FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
                                                                  W
                                                       W
                                             W
                                    W
                       W
            W
        W
W




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                                                                                                                                                                                                                                                                                                   NOTE:
                                                                                                                                                                                                                                                                                                   EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
                                                                                                                                                                                                                                                                                                   IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
                                                                                                                                                                                                                                                                                                   LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
                                                                                                                                                                                                                                                                                                   AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
                                                                                                                                                                                                                                                                                                   SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
                                                                                                                                                                                                                                                                                                   NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
                                                                                                                                                                                                                                                                                                   SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
                                                                                                                                                                                                                                                                                                   PROVIDER SPECIFICATIONS AND STANDARD DETAILS




                                                                                                                                                          PROVIDE NEW CONNECTION TO
                                                                                                                                                          EXISTING SEWER SERVICE

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                                                                                                                              CLIENT DETAILS:                                             PROJECT ADDRESS:                                  APPROVED BY:                PROJECT NAME:


                       S
                                                                                                                                                                                                                                                                        PROPOSED RESIDENTIAL DUPLEX
                                                                                                                                       MOLTI INVESTMENTS PTY LTD                                                                                                        TITLE:                                                        STATUS:

                                                                                                                                                                                                    12 WYANDRA STREET                                                   PROPOSED LAYOUT PLAN                                         FOR APPROVAL - NOT FOR
             © ABN 89 647 469 707
                                                      02    07/11/2022 REISSUED FOR APPROVAL          MVP     BP        BP
                                                                                                                                                                                                   NOOSA HEADS, QLD, 4567                             BEN PARRY                                                                      CONSTRUCTION
               75 NOOSA DRIVE                                                                                                                                                                                                                        RPEQ: 28084
                                                      01    16/09/2022 ISSUED FOR APPROVAL            JC      MVP       BP    SCALE:
            NOOSA HEADS, QLD 4567                                                                                                                                                                                                                       CPEng
                +61 7 5211 1003                      REV     DATE                 DESCRIPTION         DWN    CHK        APP
                                                                                                                                                          1:100                                                                                      DATE: 16/09/2022
                                                                                                                                                                                                                                                                        DRAWING NUMBER:                                              PROJECT NUMBER:                               SHEET REV:
                                                                                                                                                                                                                                                                                                                                                                                    SIZE:
            RECORCONSULTING.COM                                                       REVISIONS
                                                                                                                                                DO NOT SCALE, IF IN DOUBT ASK
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