MCU10/2065 Response to information request

                                                                                                                                                                                                                                                                          LEGEND

                                                                                                                                                                                                                                                                                                        KERB APD (MANEL

                                                                                                                                                                                                                                                                                   ---'- EDGE OF COERETE

                                                                                                                                                                                                                                                                                   - -SW- - DRAINAGE

                                                                                                                                                                                                                                                                                                        BUILDNG

                                                                                                                                                                                                                                                                                   ® RETAIIM WALL



                                                                                                                                                                                                                                                                                           -
                                                                                                                                                                                                                                                                                         FE9
                                                                                                                                                                                                                                                                                                        GRATED
                                                                                                                                                                                                                                                                                                        TRENCH GRATE

                                                                                                                                                                                                                                                                                                        CONCRETE
                                                                                                                                                                                                                                                                                                        PAVEMENT. REFER
                                                                                                                                                                                                                                                                                                        DRIVEWAY NOTES


                                                                                                                                                                                                                                                                                                        MNA,N AREA OF
                                                                                                                                                                                                                                                                                                        SLAB THI(KENNG
                                                                        GRATED TRENCH
                                                                        DRAM REFER ORG
                                                                        (01S FOR DETAILS                                                                                                                                                                                                                CONCRETE FOOTPATHS
                                                                                                                                                                                                                                                                                                        AS PER WEAU SW
                                                                                                                                                                                                                                                                                                        ORG R-06S
                                                                                                  1

                                                                                                                                                                                                                                                                                           LI - - DOWELLED JOINT

                                                                                                                                                                                                                                                                                           $1 - - SAWCUT 101ST




                                                                                                                                                                                                                                                           DRIVEWAY NOTES
                                                                                                                                                                                                                                                                PERMITS RELATNG TO ROAD AND FOOTPATH CLOSURES
                                                                                                                                                                                                                                                                MUST BE OBTAINED FROM COUNCIL
                                                   I
                                                                                                                                                                                                                                                           2.   VERGE CROSS-OVER TO APPLICABLE COUNCIL STANDARD
                                                                                                                                                                                                                                                                DRAWING R-050, DR R-1051


                                                                                                                                                                                                                                                           3.   DRIVEWAY TO BE 125 THICK CONCRETE SLAB REINFORCED
                                                                                                                                                                                                                                                                WITH 5L72 MESH, 40 TOP COVER, LAB FABRIC 250.. ONO


                                                                                                                                                                                                                                                           4.   CONCRETE TO BE 32MPa N ACCORDANCE WITH AS-1319 1
                                                                                                                                                                                                                                                                AS-3601


                  GRATED TRENCH                                                                                                                                                                                                                            S.   COMPACTION OF SUBGRADE TO 91% STANDARD TO
                                                                                                                                                                                                                                   DRIVEWAY CROSSOVER N
                DRAIN. REFER DRG                                                                                                                                                                                                                                AS1209.S.I.L WHERE SUBGRADE IS LESS THAN CBR 5
                                                                                                                                                                                                                                   ACCORDANCE WITH PWEAO
                (015 FOR DETAILS                                                                                                                                                                                                                                EXCAVATE UNSUITABLE AND PROVIDE IMPORTED MATERIAL
                                                                                                                                                                                                                                   STD DRG SEO R-050
                                                                                                                                                                                                         0                                                      TO SATISFACTION OF THE SUPERINTENDENT


                                                                                                                                                                                                                                                           6.   ALL CONCRETE TO BE BROOM FINISHED. FINISHES OTHER
                                                                                                                                                                                                                                                                THAN BROOM CONCRETE ARE TO BE SPECIFICALLY
                                                                                                                                                                                                                                                                APPROVED BY ENGINEER. WITH REGARDS TO LONG TERM
                                                                                                                                                                                                                                                                SKID RESISTANCE AND DURABILITY


                                                                                                                                                                                                                                                           7.   PATTERN LINES TO BE SQUARE TO SIDES AND FINISHED


                                                                                                                                   _L                                L__
                                                                                                                                                                                                              i                                                 WITH AN APROVED GROOVING TOOL


                                                                                                                                                                                                                                                           L 3412 TRENCH MESH a 2001 LONG TO BE PLACED AT ALL
                                                                                                                                                                                                                                                                RE-ENTRANT CORNERS


                                                                                                                                                                                                                                                           0.   THIS DRAWING IS TO BE READ N C(NAN(TDN WITH ARCH
                                                                                                                                                                                                                                                                L HYDRAULIC CONSULTANTS DWGS FOR ALL LEVELS, FALLS.
                                                                                                                                                                                                                                                                GRADES. DRAINAGE. ETC.
                                    ZOOM MIN THICK SLAB OVER TAW.                  TRAFFICA&E 3.7101.
                                           2000.. MIN BEYOND TAW.                 UNIDERGROUND RAINWATER
                                          SL12 MESH. BOTTOM EXTRA.                 TAN. 1.9400 a I.775a M15H
                                   BACKFLL AND COMPACT TO 11% M.




                                                                                               CP

                                                                                           SP226607




                                                                                                                          I'AVEMI,N'I I'I.AN
                                                                                                                                   SCALE A




                                                                                                                                                                                                                                                                               A     0   0.5     to   t5   2A 2.1. 150 of At
                                                                                                                                                                                                                                                                                     tmm^               1100           at    A)




                                                                                                                                                                                                                                                                                    PRELIMINARY
                                                                                                                                                       _Yry_
                                                                                                                                                  oral catH orrice         ANTHONY CDRKLL                     SFO   - SFD   ACR                                                                NOVEMBER 2010 -- ,      AS NOTED


q1   fO cap..                                          -   naa eU
                                                                                                               EMPIRE                        ^vm^h^ne -
                                                                                                                                                      c    con^ce
                                                                                                                                                                           PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                                                           17 GRANT STREET.
                                                                                                                                                                                                                                  PAVEMENT PLAN                                            Job Ref No            Orarxg No   Issue

                                                           Dale   Off
                                                                                                               E N G I N F F N I N C.
                                                                                                                                                                           NOOSA HEADS. OLD                                                                                                SC-2930                  CO11      A