MCU10/2065 Response to information request

                                                                                                                                                                                                                                                                              I.I :(REND
                                                                                                                                                                                                                                                                  (XIS 11AG                PROPOSED
                                                                                                                                                                                                                                                                                                             KERB AND CHANNEL

                                                                                                                                                                                                                                                                                                         - EDGE OF CONCRETE

                                                                                                                                                                                                                                                                                                         - DRAINAGE

                                                                                                                                                                                                                                                                                                             BUILDING

                                                                                                                                                                                                                                                                                                             RETAINING WALL




                                                                                                                                                                                                                                                                                                             GRATED
                                                                                                                                                                                                                                                                                                             TRENCH GRATE

                                                                                                                                                                                                                                                                                                             CONCRETE
                                                                                                                                                                                                                                                                                                             PAVEMENT. REFER
                                                                                                                                                                                                                                                                                                             DRIVEWAY NOTES


                                                                                                                                                                                                                                                                                                             PON" AREA OF
                                                                                                                                                                                                                                                                                                             SLAB TIKKENNG
                                                                                  GRATED TRENCH
                                                                                  DRAIN. REFER DRG
                                                                                                                                                                                                                                                                                                             CONCRETE FOOTPATHS
                                                                                  (015 FOR DETAILS
                                                                                                                                                                                                                                                                                                             AS PER PWEAO STD
                                                                                                                                                                                                                                                                                                             ORG R-065


                                                                                                                                                                                                                                                                                             01 - - DOWELLED JOINT

                                                                                                                                                                                                                                                                                              L - - SAWCUT JOINT




                                                                                         NI

                                                                                                                                                                                                                                                             I)RI VI WAY N( ► TE,S
                                                                                           I                                                                                                                                                                 1.   PERMITS RELATING TO ROAD AM) FOOTPATH CLOSURES
                                                                                                                                                                                                                                                                  MAT BE OBTAINED FROM COUNCK

                                                                                                                                                                                                                                                             2.   VERGE (ROSS-OVER TO APPLICABLE COUNCIL STANDARD
                                                                                                                                                                                                                                                                  DRAWING R-050, OR R-OOSI


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


                                                                                                                                                                                                                                                             4.   CONCRETE TO BE 32M'a IN ACCORDANCE WITH AS-1379 A
                                                                                                                                                                                                                                                                  AS-3600


                          GRATED TRENCH                                                                                                                                                                                                                      5,   COMPACTION OF SUBGRADE TO 9B% STANDARD TO
                                                                                                                                                                                                                                    -DRIVEWAY CROSSOVER N
                         DRAIN. REFER DRG                                                                                                                                                                                                                         AS12B9.5.I.1. WHERE SUBGRADE IS LESS THAN (BR S
                                                                                                                                                                                                                                     ACCORDANCE WITH PWEAD
                         C015 FOR DETAILS                                                                                                                                                                                                                         EXCAVATE UNSUITABLE AND PROVIDE IMPORTED MATERIAL
                                                                                                                                                                                                                                     STD DRG SEQ R-050
                                                                                                                                                                                                                                                                  TO SATISFACTON OF THE SUPERINTENDENT
                                                                                                                                                                                                           0

                                                                                                                                                                                                                                                             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
                                                                                                                                                                                                                                                                  WITH AN APROVED GROOVING TOOL

                                                                                                                                    .L                                 l__                                                                                   E 3-112 TRENCH MESH a 2000 LOG TO BE PLACED AT ALL
                                                                                                                                                                                                                                                                  RE-ENTRANT CORNERS


                                                                                                                                                                                                                                                             9.   THIS DRAWING IS TO BE READ N CONJUNCTION WITH ARCH.
                                                                                                                                                                                                                                                                  0 HYDRAULIC CONSULTANTS DUGS FOR ALL LEVELS. FALLS.
                                                                                                                                                                                                                                                                  GRADES. DRAINAGE, ETC.
                                              HON. MIN TIKK SLAB OVER TANK.               - TRAFFKABLE 3700E
                                                     2110.. MN BEYOND TAN(.                    UNDERGROUND RAINWATER
                                                    SLOT MESH. BOTTOM EXTRA.                   TANK. 194003 : 1.775. MGM
                                            BA(KFILL AND COMPACT TO 90% STD.




                                                                                                        CP
                                                                                                     SP226607




                                                                                                                              I'AVEMI':N I PLAN
                                                                                                                                    SCALE A



                                                                                                                                                                                                                                                                                   A   1     0S     to     1.3   2.0    2S 150 a9 Al
                                                                                                                                                                                                                                                                                                                             1-100 at A3




                                                                                                                                                                                                                                                                                       PRELIMINARY
                                                                                                                                                  coral coast office         ANTHONY CORI(LL                    SFD   SFO   A(R '                                                                 NOVEMBER 2010               AS NOTED


 a     :Mn\iN U 00.6 M
                                                                                                                           EMPIRE                                            PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                                                             17 GRANT STREET,
                                                                                                                                                                                                                                    PAVEMENT PLAN                                            lob Ref No                 Drarij No   Issue

htue                         AMM\M1                                   CWT.   DI                                                                                              NDOSA HEADS, DLD                                                                                                SC-2930                      0011       A