9307-OPW RFI 1 Civil Plans

                                                                                                                                                       NOMINAL FACE
                                                                                                                                                         OF KERB




                                                                                                                                                                                                                                                                                                                                                                                       NOMINAL FACE OF KERB
                                                                                                                                                                                                                                      2400 MIN. - REFER LM PLAN
                                                                                                                                                                             EDGE OF PAVEMENT
                                                                                                                         FOOTPATH OR                                            DESIGN LEVELS   RET     WALL     RET    WALL        RET      WALL     RET   WALL    RET               WALL   RET    WALL
                                                                                                                         LANDSCAPE FINISH
                                                                                                                                                                                                                                                                                                                                               WHEELSTOP
                                                                                                                                                                                                                                                                                                                                                                                                    620 TYP.
                                                                                                                                                                                                                                                                                                                                                                                                     U.N.O.




                                                                                                                                                                                                                                          FROM FACE
                                                                                                                                                                                                                                           OF WALL
                                                                                                                                                                                                                                            1100mm
                                                                                                                                                                             EDGE OF PAVEMENT
                                                                                                      BARRIER KERB & CHANNEL
                                                                                                                                                                                DESIGN LEVELS




                                                                                                                                                                      EDGE OF PAVEMENT
                                                                                                      BARRIER KERB ONLY
                                                                                                                                                                         DESIGN LEVELS
                                                                                                                                                                                                                                                                                                                                      TYPICAL WHEELSTOP SETOUT
                                                                                                                                                                         DENOTES SETOUT POINT                                                                                                                                         NTS
                                            TYPICAL FIELD INLET SETOUT                                                                                                                                                                                                                                                                WHEEL STOPS:
                                            SCALE 1:50
                                                                                                      KERB SET OUT POINTS AND DESIGN LEVELS                                                                                                                                                                                           · TYPICAL WHEEL STOP SETOUT APPLIES WHERE NO
                                                                                                                                                                                                                                                                                                                                        OTHER SPECIFICATION OF SETOUT PROVIDED ON
                                                 DENOTES SETOUT POINT                                 REFER IPWEA STANDARD DWG. RS-080 FOR DETAILS                                                                                                                                                                                      LM.1.01.
                                                                                                      REFER TO EDGE THICKENING DETAIL ON THIS DRAWING FOR FLUSH EDGE TREATMENT                                                                                                                                                        · WHEEL STOPS TO BE SUPPLIED AND INSTALLED IN
                                                                                                      N.T.S.                                                                                                           TYPICAL WHEEL STOP LAYOUT                                                                                        ACCORDANCE WITH AS2890 AND MANUFACTURERS
                                                                                                                                                                                                                                                                                                                                        SPECIFICATIONS.
                                                                                                                                                                                                                       REAR IN PARK - WALL/FENCE > 150mm H
                                                                                                                                                                                                                       SCALE 1:20

                                                                                                                                                                                                                                                                                                                                                                      PRECAST CONCRETE WHEELSTOP TO
                                                                                                                                                                                                                                                                                                                                                                      BE INSTALLED TO MANUFACTURER'S
                                        TYPICAL HEADWALL SETOUT                                                                                                                                                                                                                                                                                                       DETAILS. SET OUT IN ACCORDANCE




                                                                                                      REFER STRUCTURAL
                                        SCALE 1:50                                                                                                                                                                                                                                                                                                                    WITH AS2890




                                                                                                                                                                                                                                                                                                                                100
                                                 DENOTES SETOUT POINT


                                                                                                            PLANS
                                                                                                                                                                            1N12 CONTINUOUS
                                                                                                                                                40                110
                                                                                                                                                                            N12-300 'L' BARS                                                                                                                                                         1650±50                                                               150
                                                                                                                                                                            300 LEG. TYPICAL




                                                                                                                                                                                                REFER
                                                                                                                                                                                                 PLAN




                                                                                                                                                                                                                                      300
                                                                                                                                          150
                                                                                                                                                                                                        FIRST WIRE OF FABRIC
                                                                                                                                                                         REFER TO ADJACENT                                                                                                                                              TYPICAL WHEEL STOP DETAIL
                                                                                                                                                                         CONCRETE EDGE                                                                                                                                                  SCALE 1:20
                                                                                                                                                                         THICKENING DETAIL.
                                                                                                                                                                         COMPACTED FREE
                                                                                                                                    300                                  DRAINING GRAVEL
                                                                                                                                                                                                                           450
                                            TYPICAL MANHOLE SETOUT                                                                                                       100Ø AGG LINE WITH
                                            SCALE 1:50                                                                                               300                 ADEQUATE FALLS TO
                                                                                                                                                                         OUTLET                 TYPICAL CONCRETE EDGE
                                                 DENOTES SETOUT POINT
                                                                                                      TYPICAL KERB DETAIL - CONCRETE PAVEMENT                                                   THICKENING DETAIL
                                                                                                      SCALE 1:20                                                                                SCALE 1:20
                                    MANHOLE SETOUT NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                               CONSULTANT: MPN CONSULTING PTY LTD
                                                                                                                                 UPSTAND PORTION OF KERB ON CONCRETE                                                                                                                                                                                                                                           CONTACT: TOBY TAWDE MUSPRATT
                                                                                                                                                                                                                                                                                                                                                                                                               (RPEQ 24982)




                                                                                                                                                                                                                                                                          1300 MIN.
                                                                                                                                 PAVEMENT CAN BE EITHER CAST WITH SLAB
                                                                                                                                                                                                                                                                                                                                                                                                               TELEPHONE: (07) 3335 4595
                                                                                                                                 (SINGLE POUR) OR SLAB SURFACE CONSTRUCTED
                                                                                                                                                                                                                                                                                                       150Ø MIN.
                                                                                                                                 AND KERB PLACED OVER EXPOSED REINFORCING                                                                                                                                                                                                                                                                    DATE 30/01/2026
                                                                                                                                                                                                                                                                                                       GALVANISED
                                                                                                                                 USING KERB MACHINE.                                                                                                                                                   BOLLARD
                                                                                                                                                                                                                                                                                                       POWDERCOAT
                                                                                                                                 NOTE: NO ALLOWANCE FOR FENCE/BARRIER TO BE                                                                                                                            SAFETY YELLOW
                                                                                                                                 CONSTRUCTED ON KERB.




                                                                                                                                                                                                                                                                                                           150 MIN.
                        C.I. OR P.V.C. CAP                         CONCRETE SURROUND
                                                                                                                                                                                                                                                                                                                             PAVEMENT




                                                                                                                                                                                                                                                                          600
                                                                                             F.S.L.                                                                                                                                                                                                                          AS SPECIFIED                                              B                      30.01.26 FOR APPROVAL                                           TTM     LS
                        200




                                                                                                                                                                                                                                                                                                                      4 M16 CHEMICAL ANCHORS                                           A                      14.11.25 OPERATIONAL WORKS                                      TTM     LS
                                                                                                                                                                                                                                                                                                                      250 MIN. EMBEDMENT                                              ISSUE DATE                                      AMENDMENT                               BY     APP
                                                                                                                                                                                                                                                                                                                                                                                      COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
                                                                                                                                                                                                                                                                                                                      MASS CONCRETE FOOTING                                                      PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
                                                                                                                                                                                                                                                                                              600
                                                                  CLEANOUT PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ABN: 39 062 191 799

                                                                                                                                                                                                                                                                                                                                                                                                                                                                       P: 61 7 3335 4555
                                                                                                                                                                                                                                                                     TYPICAL BOLLARD DETAIL                                                                                                                                                                        E: [email protected]

                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Level 4, Building 3,
                                                                                                                                                                                                                                                                    N.T.S.
                                                                              20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Kings Row Office Park,
                                                          45°




                                SUBSOIL PIPE
                                                                               0




                                                                                                                                                                                                                                                                                                                                                                                                                                                  42 McDougall Street, Milton, QLD, 4064

                                                                                                                                                                                                                                                                                                                                                                                       CLIENT:




                                                                                                                                                                                                                                                                                                                                                               NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                    NOTE:                                 NOTE: CONTRACTOR TO ENSURE                                                                                   STOCKWELL DEVELOPMENT GROUP PTY LTD
                                            PLASTIC OBLIQUE 'T'         300        HOLDING LUGS                                                                                                                                     BOLLARDS FINISH TO ARCHITECTS         INSTALLATION ADHERES TO ALL ALL
                                            CONNECTOR 100 I.D.                                                                                                                                                                      SPECIFICATION.                        MANUFACTURERS REQUIREMENTS.                                                                                  NOOSA EARLY LEARNING CENTRE
                                                                                                                                                                                                                                                                                                                                                                                       LOT 4 NOOSA
                                            ELEVATION OF CLEANOUT                                                                                                                                                                                                                                                                                                                      63-65 HOFMANN DRIVE
                                            SCALE 1:20                                                                                                                                                                                                                                                                                                                                 NOOSAVILLE, QLD 4566
                                                                                                                                                                                                                                                                                                                                                                                                                        CIVIL WORKS DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                               SHEET 1
                                                                                                                                                                                                                                                                                                                                                                                      DESIGN: TTM                           DRAWN:     TTM            SCALES:       AS SHOWN
                                                                                                                                                                                                                                                                                                                                                                                      CHKD:                       LS        APPRD:     TTM            DATE:         30.01.2026

                                                                                                                                                                                                                                                                                                                                                                                                              mpn JOB        DRAWING No.                                            REV
0   0.1    0.2    0.3         0.4     0.5

SCALE     1:10 (A1)       1:20 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                  9307 CP.2.01   B

                                                                                                                                                                                                                                                                                                                                                                                                    FOR APPROVAL