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Attachment 2 - SBSMP

Attached to the e-mail Response to Council’s Information Request - MCU21/0183 & OPW21/0292 - 9 Ruby Street Cooroy.

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                                                                                                                                                                                                                      NOTE: SAW CUTS TO CONCRETE                                                                                        STORMWATER PIT SCHEDULE                                                                                                                                                                                            LEGEND
     DANLEY KEYJOINT WITH RIPA STRIP.                                         SLAB MESH AS SPEC'D.                                                                                                                    WITHIN 6-12 HRS AFTER PLACEMENT.                                                                                 MARK                     DESCRIPTION                                                                                                                                                                                MARK                              DESCRIPTION
     GALV. R16 DOWELS 400 LONG @ 450 CRS                                      TERMINATE MESH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            N
                                                                              50mm FROM JOINT                                                                                                                                                                                                                                              1|1                  450SQ. FIP RELN OR EQUIV.                                                                                                                                                                                                    PROPOSED BUILDING
                                                                                                                                                                          PROVIDE 30mm SAW CUT FILL WITH                                                                                                                                                        SL 107.50 | IL 107.00                                                                                                                                                                                                        PROPOSED CARPARK
                                                                                                                                                                          APPROVED FLEXIBLE SEALANT.                                                                      SLAB MESH AS SPEC'D.
                                                                                                                                                                                                                                                                                                                                           2|1                  450SQ. FIP RELN OR EQUIV.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED CROSSOVER
                                                                                                                                                                                                                                                                                                                                                                SL 107.80 | IL 107.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED STORMWATER SURFACE
                                                                                                                                                                                                                                                                                                                                           3|1               KERB ADAPTOR                                                                                                                                                                                                                    FLOW
                                                              CJ                                                                                                                                                                                                                                                                                             SL 107.65 | IL 107.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SW                PROPOSED STORMWATER PIPE
              SAND BED WITH                                                      DOWELS IN CENTRE                                                                                                                                                                                                                                          1|2                  450SQ. FIP RELN OR EQUIV.
              DPM OVER                                                           OF SLAB TYP.                                                                                                                                                                                                                                                                   SL 107.40 | IL 107.20                                                                                                                                                                                                        PROPOSED RETAINING WALL

                                                                                                                                                                     SAND BED WITH
                                                                                                                                                                                                                                               SJ                                 CUT EVERY SECOND WIRE OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               + FSL 23.750                  PROPOSED FINISHED SURFACE LEVEL
                  CONTROL JOINT DETAILS                                                                                                                              DPM OVER                                                                                                     MESH IN LINE WITH JOINT.                                    PAVEMENT DETAILS                                                                                                                                                                                                     FFL 24.00                 PROPOSED FINISHED FLOOR LEVEL
                  SCALE 1:10                                                                                                                                                            CEMSET GALV. R16
                                                                                                                                                                                                                                                                                                                                                                    MATERIAL                                            TYPE                CBR (soaked) MIN COMPACTION                                                                                                                      EXISTING BOUNDARY
                                                                                                                                                                                                                                                                                                                                                   175mm CONCRETE - SL72 MESH                                         32MPa                                   -                      -
                                                                        ENSURE CLEAN EDGE TO EXISTING                                                                                   DOWELS 400 LONG @ 450                                                                                                                                                                                                                                                                                                                                                                                EXISTING COMMUNICATIONS
                                                                                                                                                                                                                                                                                                                                                        SUBBASE COURSE                                                  2.4                                  35                98% RDD (MDD)
                                                                        PAVEMENT. SAW-CUT AS REQ'D                                                                                      CRS INTO EXISTING SLAB                                                                                                                                          LOWER SUBBASE                                                   2.5                                  15                      -                                                                                     W                 EXISTING WATER MAIN
                                                                                                                                                                                               EXISTING SLAB                                                                                                                                                                                                                                                                                                                                                               S                 EXISTING GRAVITY SEWER
                                                                                                                                                                                                                                                                                                                                               FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING SOIL TESTS BY
                                                                                                                                                                                                                                                                                                                                               GEOTECHNICAL ENGINEER.                                                                                                                                                                                                                        EXISTING RETAINING WALL
                                                                                                                                                                                                                                                                                                                                               PROVIDE 3/N12 TRIMMERS 2400 LONG AT RE-ENTRANT CORNERS TYPICAL, 50mm
                                                                                                                                                                                                                                                                                                                                               MIN COVER TO PAVEMENT EDGE.                                                                                                                                                                                          + 23.750                 EXISTING SURFACE LEVEL
                                                                                                                                                                                                                                                                                                                                               40mm MIN COVER TO CONCRETE MESH REINFORCING U.N.O.



                                                                                                 DOWEL SLEEVE                                                                                                                                                                                                                                                                                                                                                                                                                                             .10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          + FSL 107
                                                      SAND BED WITH                                                                                                                                                                                                                                                                                        GRADE SURFACE FLOWS TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ESL 107.10
                                                      DPM OVER
                                                                                          CONNECTION TO EXISTING                                                                                                                                                                                                                                           OPAL LANE




                                                                                                                                                                                                                                                                                                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                          ESL 107.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            H 0.2m +
                                                                                                                                                                                                                                                                     EDGE RETAINING PROVIDED BY




                                                                                                                                                                                                                                                                                                                                                                                                               ESL 106.90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RL107.1
                                                                                                                                                                                                                                                                     SLEEPER UNDER FENCE WHERE                                                                                                                                                                                                                                                                              .00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  + FSL 107
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Screw in
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Conc
                                                                                                                                                                                                                                                                     200mm OR LESS TYPICAL                                                                                                                                                                                                                                      + FSL 107




                                                                                                                                                                                                                                                                                                             ESL 107.20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     +
                                                                                                                          LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           107.14




                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                                                                                                                                                                                                                                                                         IL104.66
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S




                                                                                                                                                                                                                                                                                                                                                                                                                                               +
                                                                                                                                                                                                                                                                                                                FSL 107.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                + FSL 107
                                                                                                                                                                                                                                                                     C56014                                                                                                                                                                                                                                                                        S




                                                                                                                                                                                                                                                                                                                                                                                                                    +
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RM




                                                                                                                                                                                                                                                      FSL 106.90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .10
                                                                                                                                                                                                                                                                          616
                                                                                                                                                                                                                                                                                                                                                                                                                                         LL (min)                                                                                                                      + FSL 107
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S                                                            RM
                                                                                                       E(OH)




                                                                                                                                                                                                                                                                                                                                                                                                                0.5% FA




                                                                                                                                                                                                                       FSL 106.80
                                                                                                                                                                                                                                                                                                                                                                                                                     IL104.65                                  S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RM




                                                                                                                                                                                                                                                                                                                        + + FSL 10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   + FSL 107
                                                                                                                                                                                                                                                                                                                                                                              IL104.64                                             S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .20
                                                                                                                                                                          FSL 106.70
                                                                                                                          W




                                                                                                                                                                                                                                                                                                                           + H 0.30m
                                                                                                                                                                                                                                                                                                                            +
                                                                                                                                                                                                                                                                                                                                                                                S                                                                                      RM
                                                                                                                                                                                                                                                                                                                                                                S               SL106.8
                                                                                                                                                                                                                                    106.81                                                                                                S                                            8                                                   RM
                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONNECT TO EXISTING




                                                                                                                                                                                                                                                                 +
                                                                                                                                                                                                         106.80                                                                                                                                                                                                RM                                                                                                                     107.08
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.00
                                                                                                          E(OH)




                                                                                                                                                                                                                                                                                                S                                                                             RM
                                                                                                                                                                                                                                                                                 S




                                                                                                                                                                                                                                                                                                                                                                                                    IL104.65
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONCRETE PAVEMENT. REFER




                                                                                                                                                                                                                           +
                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.0m WIDE ROAD
                                                                                                                                                                                                                                                            S                                                                                              RM




                                                                                                                                                                                                                                                                                                                                   7.50
                                                                                                                                                                   106.71                                                                                                                           106.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3.0%
                                                                                                                                  106.55                                                                                                S                                                                                       RM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DETAIL OPPOSITE
                                                                                                        106.55                                                                                                    S
                                                                                                                                                                              +




                                                                                                                                                                                                                                                                                                        RM
                                                                                                                                                                                                                                                                                                                                                                                                                                                        RESUMPTION
                                                                                                                               W




                                                                                                                                                                                                 S                                                           106.93                   RM
                                                                                                                                                                                    S                                                                                                                                                                                                                                                                                       107.22




                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                             S
                                                                                                                                                                                                                                     Carport                         RM
                                                                                                                                                                                                                                             RM
                                                                                                               E(OH)




                                                RL106.2                                                                           S
                                                         7                                         S                                                                                                                  RM
                                                                                                                                                                                                                                                                                                                                                                                                                                           125X75X3 RHS GALV RHS
                                                                                      S                                                                                                          RM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 + FSL 107
                                                Screw in            S                                                                                                          RM                                       107.03                                                                                                                                                                                                                                                                                                        107.18
                                                        SKb                                                                                             RM                                                                                                           107.00
                                                                                                                                                                                                                                                                                                                                                                                                                                          ROOFWATER TO                                                                                                   .30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       + FSL 107
                                                                                                                          RM                                      106.72
                                                                                                                                   W




                                                                                                                                                                                        106.94
                                                                                            RM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3




                                                                                                                                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                                                                                                                                                                          DISCHARGE TO PIT                                                                                                                                               KERB ADAPTERS & STORMWATER
                                                                                                                  E(OH)




                                                                           RM                                                                                                                                107.00
                               in this ar                     RM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1
                                          ea)
                              (Sewer m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .40                                                  DISCHARGE PIPES IN ACCORDANCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          + INV 107
                                          ains likel                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            107.19
                                                    y
                              Cut in bi                                                                                                                                                                                                                                              C56014
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2                                                                                                                   WITH IPWEAQ STD DRG RS-081
                                                                                                                                                                              G FALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SW
                                                                                                                                        W




                                        tumen                                                                                                                                                                                                                                                                                                                                                                                                                                      107.26
                                                                                                                                                                                                                                                                                                                                       + H 0.35m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 OPAL LA
                                                                                                                                                             EXISTIN
                                                                                                                       E(OH)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      107.23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         MAX DISCHARGE 25L/S AT 5% AEP




                                                                                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1
                                                                                                                                                                                                                                                                                          615                                                                                                                                                        107.24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3.0%




                                                                                                                                                                                                                                                                                                                           + ESL 107
                                                                                                                                                                                                                                                                                                                              + FSL 107.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .50
                                                                          + ESL 106




                                                                                                                                                                                                                                                                                                                                                                Pool
                                                                                                                                                                                                                                                                                                                                                                                                                                                         Ø100 UPVC SN8                                                                                                             + FSL 107




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Opal Lane
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .50
                                                                                                                                                                                                                                    FFL 107.10                                                                                                                                                                                                                                                                                                  + FSL 107
                                                                                                                          E(OH)


                                                                                                                                               W




                                                                                                                                               106.87




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        + FSL 107
                                                                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.0%
                                                                                                                                                                                                                                                      107.04




                                                                                                                                                                                                                                                                                                                                        .20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   107.35




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          + FSL 107
                                                                             .50




                                                                                                                                                                                                                                                                                                                                          5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .60
                                                                                                                                                                                    106.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NE
                                                                                                                        106.81
                                                                                                                                                                                                                                                                                                                                                                                                                                                             FFL 107.80                                                                                                              + FSL 107
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        + FSL 107
                                                                                                                                                                    107.09
                                                                                                                               E(OH)




            UTALISE 3x EXISTING KERB




                                                                                                                                                                                                                                                                                                                                                                                                                                FSL 107.77
                                                                                                                                                  W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .65
                                                                                                                                                                                                                                                                                                                                                                                                               Pump
                                                                                                                                                                                                                                                                                                                                                                                                                                                 1




                                                                                                                                                                                                                                                                                                                                                                                                                      S
            ADAPTERS AND EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          107.29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                + FSL 107
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        107.31
                                                                                                                                                                                                                                                           107.05
                                                                                                                                                                                                                                                                                                                                                                                                                                                 1
                                         RUBY STR




            STORMWATER DISCHARGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        107.49
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SN8




                                                                                                                                                                                                                                                                                                                                              FSL 107.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                              Ø100 uPVC
                                                                                          106.79




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                + ESL 107
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SW
                                                                                                                                  E(OH)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 + H 0.35m
            PIPES IN ACCORDANCE WITH
                                                                                                                                  106.91                                                106.95           107.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .70




                                                                                                                                                                                                                                                                                                                                                                                                                                          5+
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       + FSL 107
                                                                                                                                                                                                                                                                                                                                                                    Shelter                                                                                       SW
                                                                                                                                                    W




            IPWEAQ STD DRG RS-081                                                                                                                                                                                                                                               Shelter                                                                              Shade




                                                                                                                                                                                                                                                                                                                                                                                                                            S



                                                                                                                                                                                                                                                                                                                                                                                                                                             + ESL 107
                                                                                                                                                                                                                                                                                                                                                                                                                                              + H 0.45m
                                                                                                                                                                                                                  E(O
                                                                                                                                                                            107.17                              H)                                                               Shade




                                                                                                                                                                                                                                                                                                                                       + + ESL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       + FSL 107
                                                                                                                                       E(OH)




                                                                                                                                                                                                                                                                                                                                        + FSL 107
                                                                                                                                                        107.15                             107.05
                                                                                                                                                                                                       E(O




                                                                                                                                                                                                                                                                                                                                         + H 0.6m
                                                                                                                                                                                          H)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CONCRETE SPOON DRAIN
                                                 RubE




                                                                                                                                                                                                                                                  107.07
                                                                                                                                                      W




                                                                                                                                                                          107.06




                                                                                                                                                                                                                                                                                                                                                                                                                                                       .30
                                                                                                                                                   106.96                                        E(O
                                                    y SE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BETWEEN GARAGE & BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                        H)
                                                                                                                                                                                                                                                       + FSL 107




                                                                   RL106.7
                                                                             0                                                                                                                        107.09



                                                                                                                                                                                                                                                                                                                                                107.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                             ROOFWATER TO
                                                       tree




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FOR SURFACE FLOWS
                                                                                                                                                                      E(O

                                                                                                                                                                                                                                                                                                                                                 .20
                                                                                                                                          E(OH)




                                                                   Nail in K                                                                              H) 106.99
                                                         Tt




                                                                            b                                                                                                                                                                      107.17                                                          
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