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35817 plans

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EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PART 3.6 GLAZING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EXISTING TOP PLATE, CEILING & SOFFIT HEIGHT & WIDTHS,                                                                                                                                                                                                                                                                                                                                                                                                                                                     DIMENSION SHOWN IN MILLIMETERS. ALL LEVELS SHOWN TO A.H.D.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ROOF PITCHES SHOWN INDICATIVE. BUILDER TO CONFIRM ON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SEWER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SITE PRIOR TO CONSTRUCTION.                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONTOUR & LEVEL INFORMATION SUPPLIED BY SURVEYORS




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 4         9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     12
                                                                                                                                                                                                                                                8
                                                                                                                                                                                                                                                    12
                                                                                                                                                                                                                                                       3.
                                                                                                                                                                                                                                                          0                                                                                                                                                                                                                                                                                                                                                                                                         PROPRIETARY SEPTIC TANK SYSTEM. REFER TO SPECIALIST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CONTRACTORS DRAWINGS FOR DETAILS
                                          1                                                                                                                                                                                                                                                                     123
                                                                                                                                                                                                                                                                                                              123
                                                    0

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             IT IS RECOMENDED THAT A LICENCED SURVEYOR TO BE ENGAGED
                                                 4.


RETAINING WALL TO ENGINEERS
                                              12                                                                                                                                                                                                                                                                                                                                                     23
                                                                                                                                                                                                                                                                                                                                                                                                             3.
                                                                                                                                                                                                                                                                                                                                                                                                          12                                                                                                                                                                                          9         3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TO SET OUT BUILDING
                                              0         8                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 12
                                                     5.


DETAILS SHOWN INDICATIVE BUILDER
                                                  12

                                                                                          0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             6



                                                                                       693
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 12



TO BATTER SITE AROUND TO SUIT                                                                ES
                                                                                          EAV
                                                                                                                                                                                                                                                                                                                                                                                  4         6
                                                                                                                                                                                                                                                                                                                                                                                         5.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              65
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0. 68
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     10100.


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                                                                                                                                                                                                                                                                                                                                                    d




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .96




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            99
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                                                                                       T           5

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SEW
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.
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                                                                                                       12                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 10




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CONCRETE DRIVEWAY




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SEWERAGE TANK & EVAP                                                                                                                                                                                                                                                                                                                             3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          102




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DRIVEWAY CROSS OVER TO BE IN
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PIT SHOWN INDICATIVE
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