231103-DW01_Signed - 72 Laguna St, BOREEN POINT

                   DIAL1100                                                                                                                                                                                                                                                                                                                                                               LEGEND
                   BEFORE YOU DIG
                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING SEWER
                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING ABANDONED SEWER
                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING COMBINE DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING TELSTRA
                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING OPTIC FIBRE
                                                                                                                                                                                                                                                                                                                                                                                             W        EXISTING WATER
                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING FOUL WATER

                                                                                                                                                                                        Proposed                                                                                                                                                                                                      EXISTING GAS
                                                                                                                                                                                         Lot 221                                                                                                                                                                                                 Y
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                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING KERB INVERT
                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING CONTOURS
                                                                                                                                                                                                                                                                                                                                                                                                      DESIGN CONTOURS
                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED KERB
                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED ROAD ℄
                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                      STABILISED ENTRY/EXIT POINT
                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED SILT FENCE
                                                                                                                                                                                                                                                                                                                                                                                                      GULLY PIT SOCK PROTECTION
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                 Proposed
                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED SEWER
                  Lot 222
                                                                                                                                                                                                                                                                                                                                                                                                      SEWER TO BE ABANDONED
                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED WATER CONDUIT
                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                      AREA OF FILL
                                                                                                                                                                                                                                                                                                                                                                                                      AREA OF CUT
                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED TELECOM CONDUIT
                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED ELECTRICAL CONDUIT

                                                                                                                                                                                                                                                                                                                SL72 MESH                                                                             DESIGN BATTER
                                                                                                                                                                                                                                                      PROPOSED SLAB
                                                                                                                                                                                                                                                                                                                REINFORCEMENT                                                                         EXISTING BATTER
                                                                                                                                                                                                                                                               (N32)
                                                                                                                                                                                                                                                                                                                50mm COVER                                                                            EXISTING FENCE
                                                                                                                                                                                                                                                                                                                                                               50mm(MAX)
                                                                                                                                                                                                                                                                                                                                                               BEDDING SAND                           PROPOSED DOWEL JOINT




                                                                                                                                                                                                                                                125
                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED SAW CUT
                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED ROCK PROTECTION



                                                                                                                                                                                                                                                      CONCRETE SLAB DETAIL - DRIVEWAY
                                                                                                                                                                                                                                                                                   N.T.S.




                                                                            Driveway crossover in accordance
                                                                           with IPWEAQ std dwg RS-049&050


                                                                                                                             . 9 67
                                                                                                                            6




                                                                                                                                                                                                                                                                                                                                   VIP RL 14.935
                                                                                                                                                                                                                                                                                                                VIP RL 14.685
                                                                                                                                        0m
                                                                                                                                    3.0
                                                                                                                                                    0     0                                                                                                     DATUM RL 13.000

                                                                                                                                                0.0
                                                                                                                                                                                                                                                                HORIZONTAL CURVES                                                                  L6.97


                                                                                                                                                                                                                                                                VERTICAL CURVES                              L1.5               L1.5                       L3.97
                                                                                                                                             Existing small trees
                                                                                                                                             to be removed                                                                                                                                                   12.5%              16.7%                      24.5%
                                                                                                                                                                                                                                                                VERTICAL GRADES                               L1.5               L1.5                      L3.97




                                                                                                                                                                                   ALIGN->RS01 HORIZONTAL POINTS




                                                                                                                                                                                                                                                                                                    14.497



                                                                                                                                                                                                                                                                                                                    14.685



                                                                                                                                                                                                                                                                                                                                        14.935




                                                                                                                                                                                                                                                                                                                                                                   15.907
                                                                                                                                                                                                                                                                DESIGN
                                                                                                                                                                  PT               CHAINAGE EASTING NORTHING              HEIGHT    BEARING
                                                                                                                                                                  IP 1                  0.000      1064.480   50021.250    14.500   325°55'50.82"




                                                                                                                                                                                                                                                                                                    14.498



                                                                                                                                                                                                                                                                                                                    15.150



                                                                                                                                                                                                                                                                                                                                        15.519




                                                                                                                                                                                                                                                                                                                                                                   15.907
                                                                                                                                                                                                                                                                SURVEY
                                                                                                                                                                  IP 2                  6.970      1060.570   50027.020    15.910   325°55'50.82"


                                                                                                                                                                                                                                                                CHAINAGE




                                                                                                                                                                                                                                                                                                                    1.499



                                                                                                                                                                                                                                                                                                                                        2.999




                                                                                                                                                                                                                                                                                                                                                                   6.967
                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                     RS01 - LONGITUDINAL SECTION
                                                                                                                                                 PROPOSED DRIVEWAY                                                                                                                                           A1 HORZ SCALE 1:100
                                                                                                                                                                    SCALE 1:100                                                                                                                               A1 VERT SCALE 1:50



FILE: 230104.dwg DATE: 03-02-2023 USER: FLAND
XREFS: X_Survey, X_Design

FIRST    DESIGN DRAWN CHECK APPROVED            DATE                        STATUS                                          SCALE                                                        CLIENT                                                                                           PROJECT                                                                           DRAWING TITLE
                                                       AMENDMENT DETAILS                                                                         All setting out should be carried
ISSUE     NF      PM      NF        KS     21.11.23
                                                                                       ISSUED FOR APPROVAL
                                                                                                                            0       1    2     4 out in accordance with Council's
                                                                                                                                                 standard drawings or as
                                                                                                                                                                                                   R. LLEWELLYN                                                                                        72 LAGUNA ST                                                                 PROPOSED DRIVEWAY
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                                                                                                                                                 nominated on hard copy plans.
                                                                                                                                                 Any digital information supplied by
                                                                                                                                                                                                                                                                                                        BOREEN PT                                                               & DRAINAGE CHANNEL CROSSING
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                                                                            APPROVED                                                             this office is for information only.
                                                                                                                                                 Any discrepancies should be
                                                                                                                                                                                                                                                                                                    OPERATIONAL WORKS
E                                                                           BY:                     A. K. Sani RPEQ 10697                                                                                                                                                                                                                                                   PROJECT No.                     DRAWING No.             REVISION
N                                                                                                                                                discussed with the superintendent.
                                                                                                    2024.03.06 20:34:45
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S
                                                                            SIGN:                   +10'00'
                                                                                                 DATE:
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                                                                                                                                                                                                                                                                  E: [email protected]                                                                                     231103                          DW01                       -