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RFI - 20210153 Maple St SWMP

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114.8
                                                                               W




                                                                                                                                                                                           \
                                                                                                                                                                                                   \                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               20. INTERNAL CONCRETE TO BE 125mm THICK (EXCLUDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                           \
                                                                                                                                         \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                   \
                                                                 1.8                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FINISHED TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND
                                                                                                                                                                                                                           \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (
                                                             11221.8
                                                                                                                                         \




                                                                                                                                                                                                                               \
                                                                                                                                                                                                                                                                        30                                          2                                                                                                                                                                                                                                                                                                                                                                                                              STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN
                                                                                                                                         E




                                                                                                                                                                                                                                    \                                                                                                                                                                                                                                                                                                                                                                                                  (                                                                                                                                                                                               AS3600. SL72 MESH MIN 50mm TOP COVER TO AS1304. MIN
                                                                                                                                         \




                                                                                                                                                                                                                                        \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN
                                                                                   T




                                                                                                                                                                                                                                            \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    114.6
                                                                                                                                                                                                                                                \                                                                   A                                                                                                                                                                                                                    UNIT 6                                                                                              (              S                                                                                                                                                                          100mm BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION
                                                                                                                                     \




                                                                                                                                                                                                                                                     \
                                                                                                                                                                                                                                                            \                                                                                                                                                                                                                                                                      BASEMENT FFL 116.50                                                                                      (                                                                                      ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE                                                    AND TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                 \




                                                                                                                                                                                                                                                                                                                                                                   UNIT 3
                                                                                                                                                                                                                                                                                                        225∅




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    GROUND FFL 119.44                                                                                                                                                                              SUBJECT STRUCTURE TO BE CONSTRUCTED TO.
                                                                                                                                                                                                                                                                                                                    12
                                                                                                                                                                                                                                                            \
                                                                                                                              \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       STRUCTURAL ENGINEERS SPECIFICATION.
                                                      122.0.0
                                                                                                                                                                                                                                                                                                 225∅
                                                                                                                                                               E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  114.4
                                                                                                                                                                                                                                                                                                                                                                 FFL 120.29
                                                                  W




                                                                                                                                                                                                                                                                                                                    0.


                                                                                                                          \




                                                                                                                                                                                                                                                                                                                                                                                                                                             119
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   (
                                                                                                                                                                                                                                                        \




                                                     122
                                                                                                                                                                                                                                                                                                               5∅




                                                                                                                                                                                                                                                                                                                      2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                                               22




                                                                                                                                                                                               LOT 1
                                                                                                                                                                                                                                                                      225∅
                                                                                                                   \ \
                                            122.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                    \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  (




                                                                                                                                                                                                                                                                                                                                                                                                                                              .8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              114.2
                                                                                                                                                                                                                                                            1                                                                                                                                                                                           3
                                                                                                                                                                                                                                                 \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CONTRACTOR TO POTHOLE AND
                                                                                                                                                               E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 (
                                                                                                                                                                                                                                                \




                                                                                                                                                                                                                                                            B                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LOCATE DEPTH OF WATER SERVICES
                                                                                                                   \
                                                                           T




                                             12122.22.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                       D




                                                                                                                                                                                                                                                                                                                                                                                                                                              225∅
                                                                                                                   \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WITHIN VERGE AND ORGANISE
                                                                                                                                                                                                                                             \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    W
                                                                                                               \




                                                                                                                                                                                                                                                                                                                                                                                                                                               5∅
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LOWERING OF WATER MAINS AS
                                                                                                                                                                                                                                            \




                                                                                                                                                                                                                                                                                                                                                                                                                                                22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     4                     RW
                                                                                                                                                                                           E
                                                                                                           \
                                122




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       UNIT 7
                                                                                                                                                                                                                                         \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        REQUIRED TO ENSURE CLEARANCE                                       LEGEND:
                                                        W




                                                                                                               \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              114.0
                                .2




                                                                                                                                                                                                                                                                                                                    40                                                                                                                                               A
                                                                                                                   \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                        \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BASEMENT FFL 116.50
                                                                                                                         \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W
                                     4
                                   2. 4
                                                                                                                                 \                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   K

                                 12 122.
                                                                                                                                     \                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  GROUND FFL 119.44
                                                                                                                                                                                       E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          119.2                                                                                                                                                                                                               8
                                                                                                                                         \




                                                                                                                                                                                                                                                                                                                                                                                                                                     119.4
                                                                                                                                                                                                                                    \




                                                                                                                                                \
                                                                                                                                                       \                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ADJACENT BOUNDARY
                                                                                                                                                                                                                                   \
                                                             T




                                                                                                                                                               \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              A




                                                                                                                                                                                                                                                                                                                                                                                                                                                              5∅
                                                                                                                                                                                                                                                                                                                                                                                                                                                               22
                                                                                                                                                                       \




                                                                                                                                                                                                                                                                                                                                                                                                               119.6
                                                                                                                                                                                                                                \




                                                                                                                                                                               \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RW
                                                                                                                                                                                                                                                                                                                                                                                                                                                              225∅




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED BOUNDARY
                                                                                                                                                                                       \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     5∅




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     22
                                                                                                                                                                                               \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3.8
                                                                                                                                                                                                       \
                                                                                                                                                                                                                               \




                                     6
                                                                                                                                                                                                                                                                                                                                                                                           119.8

                                122.




                                                                                                                                                                                                                                                                                                                                                                                                                                            6
                                                                                                                                                                                                               \
                                                                                                                                                                                                                       E\




                                                                                                                                                                                                                                                                                                                                                                                                                                        .97
                                                                                                                                                                                                                       \                                                                                                                                                                                                                                                                                                                                                                                                                                                                          225∅




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           11
                                                                                                                                                                                                                                                                                                                                                                                                                                        60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5∅
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      116.0                 EXISTING MAJOR CONTOUR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          22




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                                                                                                 0




                                                                                                                                                                                                                                                                                                                                   981




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                                                                                                                                                                                                                                 60
                                                                                                                                                                                                                                                                                                                                                    0.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MY
                      122.6                                                                                                                                                                                                                                                                                                     45.                                                                                                                                       830
                                                                                                                                                                                                                                                                                                                                                  12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              UNIT 8
                                                                                                                                                                                                                                                                                                                                                                                                                                                               68.




                                                                                                                                                                                                                                                                                                                                                                                                                                              TC
                                          W




                                                                                                                                                                                                                                                                                                                         TC
                                                                                                                                                                                                                   E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                    120.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                        CT
                                                                                                                                                                                                                                                                                                                                                         5∅




                                                                                                                                                       \ \ \ \ \ \ \                                                                                                                                                                                                                                                                                                        70
                                                                                                                                                                                                                                                                                                                                              3
                                                                                                                                                                                                                                                                                                                                                         22




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BASEMENT FFL 116.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RW
                                                                                                                                                                                                                                                                                                                                                                     225∅




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     113
                                                    T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    225∅




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LL
                                                                                                                                             \ \ \ \




                                                                                                                                                                                                                                                                                                                                                          225∅




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                11
                                                                                                                                                                                                       \ \ \ \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         GROUND FFL 119.44
                                                                                                                                                                                           121




                                                                                  12                                                                                                                                                                                                                                                          A
                                                                                                                                                       12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING FENCE
                                      PP




                          8
                                                                                                                                                                                                                                                                                                                                                                                                    78
                                                                                                                              12




                        .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  9.
                                                                                                       12




                     122




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .6
                                                                                       1.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W
                                                                  12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7
                                                          12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ST
                                                                                                                                                            1.2
                                                    12




                                                                                                                                                                                                                                                                                                                                                          50




                                                                                                                                                                                                                                                                                                                                                                                                 2.5
                                                                                                                                 1.4




                                                                                         8
                                                                                                                                                                                                  .0
                                                                                                          1.6
                                                                     2.0
                                                            2.2
                                                    2.4




                                                                                                                                                                                                                                        E




             OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      A
                                                                                                                                                                                                                                                                                                                                                                                                5




                      122.8                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 \ \ \ \ \ \ \ \ \ \ \           EXISTING BUILDING
                                                                                                                                                                                                                                                                                                                                                                                             CT




                                                                                                                                                  \ \ \ \ \ \ \
                                                        WM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING KERB AND CHANNEL
                                                                                                                                                                                                                                        E
                         W




                                                                                                                                                                                                                                                                                                                                                                                                                 UNIT 4                                                                                                                                                                                                                                                                               H
                                                                                                                                                                                                                                                                                                                                                  225∅




                                                                                                                                                                                                                                                                                                                                                                                                               FFL 120.45                                                                                                                                                                                                                                                                                                                                                                                            OE                     EXISTING OVERHEAD ELECTRICAL
              123.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5∅
                 FH                                                                                                                                                                                                                                                                                                                               1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       5                                                                                                                                                                                                                                 EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                119
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      E                     EXISTING UNDERGROUND ELECTRICAL
                                                                                                                                                                                                                                                            E




                                                                                                                                                                                                                                                                                                                                                  C                                                                                                                                                                                                                                                                                                                                                                                                      A
                                                                                                                                                                                                                                                                                        IL:1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        W
                            (
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                        19.3 S




                                                                                                                                                                                                                                                                                                                        120.4




                .2                                                                                                                                                                                                                                                                                                                                                                                                                                                                          80                                                                                             2x25kL RAINWATER HARVESTING AND REUSE                                                                                                                                                                                      SW                    EXISTING STORMWATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5∅
           123
                                 T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SW
                                                                                                                                                                                                                                                        E




                                                                                                                                                                                                                                                                                            5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         

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