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OPW14/0010 - Response to information request

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                                                                                                                                                                                                                                                                                                                                       G             125 x 7S I e RHS BAlUSTAADE   POSTS



                                                                                                                                                                                                                                                                                                                                        SPACE BAlUSTRADE POSTS P1 AT 10Cl0rmllAAX.CRS
                                                                                                                                                                                                                                                                                                                                        WHERE HEIGHT OF DROP OFF EXCEEDS l000rrm. PROVIDE
                                                                                                                                                                                                                                                                                                                                        100 I 75 H'M) INFIl1. RAlUNGS BY OTHERS. AI..TERNA TlVEL Y.
                                                                                                                                                                                                                                                                                                                                        PROVIDE (11125.5. ROO AT 125!T"011CRSBY OTHERS.




                                                                                                                                                                                                                                                                           \\
                                                              BUILDER TO DETERMINE EXTENT
                                                                                            \   \
                                                                                                         \
                                                              OF RETAINING WAlLS ON SITE            \        \



                                                                                                        \\




                                                                                                                                                                                                                      "


                                                          --- --- ---                                                                                                                                                               ----

                                                             "                                                                                                                                                                             "


                                                ,-
                                                                                                                                                                                     DENOTES 20llrMl THlCK CCX>lCR£TE SLAS
                                                                                                                                                                                     REINFORCED WITH SL82 MESH TOP-
                                                                                                                                                                                     SOrmI COVER AND SL 102 MESH BOTIOM •
                                                                                                                                                                                     SO COVER, TYpjCAJ.. U.N O. SLAB TO BE
                                                                                                                                                                                     CONSTRUCTED ON A DPM OVER A 30
                                                                                                                                                                                     SAND BED ALL ON A COMPACTED
                                                                                                                                                                                     GRANUl.AR BASE.



                                                                                                                                                                                     DENOTES 150mm THICK CONCRETE SlAB
                                                                                                                 FOOTING PLAN                                                        REINFORCED WITH S182 MESH Top.                                                            DRIVEWAY SLAB PLAN
                                                                                                                   ,.__   to.al)"f~                                                  &knmCO\lER.. TYPICAl..U.N.O. SLAB TO                                                           l_.-ruce:DATAlI
                                                                                                                   , ,OO.-a.ull••u.                                                  BE CONSTRUCTED ON A OPM O'.1:.R A 30                                                           l"lIlI~D.T      ••,
                                                                                                                                                                                     SAND BEOAlL ON A COMPACTED
                                                                                                                                                                                     GRANUtAR BASE.




                                                                                                                           c,'"                                                                                           Venled               P••••
                                                                                                                                                                                                                                                  d                                                                   Onowlng Tille                                                  Scale            heel Sire



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                                                                                                                            HELEN WOOD-GRANT                                                                              H. GRAY               ALTERATIONS TO EXISTING DRIVEWAY                                       FOOTINGS AND SLAB
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