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MCU10/2065 Response to information request

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                                                                                                      REFER STRUCTURAL
                                                                                                           ENGINEER FOR                                                                                                          EXTENT OF SLAB THICKENING OVER UNDERGROUND TAN(
                                                                                                        BUIL DING DETAILS

                                                                                                                                                                                                                                 DESIGN SURFACE


                                                                                                                                                                GARAGE FFL 14.750

                                                                                                                                                                                                                                                                                                    _r'
                                                                                                                                                                                                                         1500 uPVC SNB
                                                                                                                                                                                                                                                  - - 3.700L
                                                                                                                                                                                                                                                    UNDERGROUND
                                                                                                                                                                                                                                                     RAINWATER
                                                                                                                                                                                                                                                        TANK




                                                                                                                                                                                                                -STRUCTURE 1.2
                                                                                                                                                                         UNDERSIDE OF SLAB. PRODUCT              4500450 GRATED FIELD
                                                                   STRUCTURE 1.0                                                                                           AND TYPE TO BE CONFIRMED              INLET REFER DETAIL
                                                                  EXISTING FIELD                                                                                                                                 ON THIS PLAN
                                                                               INLET




                                                                                                                                                           DRAIN LINE '1' LONGTCUDINAL SECTION
                                                                                                                                                                                             SCALE 1:SO




                                               450
                                               MIN,

                                         1
                                                                                                                                     ALL PITS TO BE FITTED WITH
                                                                                                                                                                                                                                                  so=sly                  4
                                                                                                  GRATE TO BE 'WEBFORGE'                                                                                                                                          -Tzz= I
                                                                                                                                                                                                                                             EQUAL ANGLE
                                                                                                                                     ECO-SOU RSF 100 SEDIMENT
                                                                                                SUP GRATE 'GS6 66XH' OR -
                                                                                                                                     BASKETS DR APPROVED EQUIVALENT
                                                                                                    APPROVED EQUIVALENT
                                                                                                                                     INSTALLED TO MAHUF. SPECS.
                                                                                                                                                                                                                                                                  END VIEW
                                                                                                                                                                                                                                                                                                                                    _ WEB FORGE OR APPROVED EQUIV.
                                                                                                                                                                                                                                                                                                                                     CLASS 'B' GRATE.




                                                                                                                                                                                                                                                             50           310 y      s0
                                                                                                                                                                                                                                                                  -I
                                             PLAN

                                                                                                                                                                                                                                                                                                            SAND BED, ETC
                TYPICAL GRA'T'ED INLET PIT DETAILS                                                                                                                                                                                        GRATE DETAILED                                                        AS BEFORE
                                                                                                                                                                                                                                                                                                                                                 150 MIN. THICK WALLS
                                                                                                                                                                                                                                                                                                                                L-TAND BASE. SL72 MESH
                                               NTS                                                                                                                                                                                        IS EQUIVILENT TO                                                                           PLACED CENTRAL
                                                                                                                                                                                                                                          'WEBFORGE' BOX
                                                                                                                                                                                                                                          GRATE 'BG 300L'

                GENERAL PCT NOTES                                                                                                                                                                                                                                                                                                  SECTION
                1.   PRE-CAST GRATED INLET PITS FROM REPUTABLE SUPPLIERS AND                                                SECTION                                                                                                                                     PLAN                                                t
                     AS APPROVED BY THE SUPERINTENDENT MAY BE USED N PLACE                                                                NTS
                     OF THE SPECIFED CAST-INSITU GRATED INLET PITS
                2.   ALL PITS TO HAVE I LAYER OF SL72 MESH PLACED CENTRALLY IN                                                                                                                                                               TYPICAL GRATED TRENCH
                     WALL AND FLOOR SLABS
                3.   CONCRETE TO BE N25 GRADE MN.
                                                                                                                                                                                                                                                  DRAIN DETAIL.
                4.   GRATES TO BE HOT DIPPED GALVANIZED                                                                                                                                                                                                                SCALE 130
                5.   ALL PENETRATONS IN PIT WALLS TO HAVE 2-N16 TRIMMER BARS
                6.   ALL PITS TO BE FITTED WITH ECO-SOU RSF 110 OR APPROVED
                     EQUIVALENT




                                                                                                                                                                                                                                                                                                                                                                     3nK


                                                                                                                                                                                                                                                                                                                                                                        PRELIMINARY
                                                                                                                                                                                                                                                                                                                                                                               NOVEMBER 2010              AS NOTED
                                                  I
                                                                                                              EMP I RE                                                                                    PROPOSED RESIDENTIAL DEVELOPMENT                                                                  SECTIONS AND DETAILS SHEET 1                                          f
                                                                                                                                                                                                                                                                                                                                                                           J o b Re No         Dr   a wi n g No   Issue
RPo61 TO [W6M                                rtaa          3. ^^a^,b mmsa•, ime ^rm.Me wr uwK
                                                                                                                                                                     sunshine coast offirz                17 GRANT STREET,
                                             MIS I MI      3.   Ymly oil Airynfinn, m ii^e.
                                                                                                              E NGINECRING
                                                                                                              •.x           .nr. ,          t    ,   n..^i^,i    ,n4^^vu l.r^n^-.IAo   ^+r                NOOSA HEADS, OLD                                                    TROY PAULSEN / RPEQ- 6990 J                                                                  S C - 29 30              (015

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