Skip to the record
For the highest quality transcripts.

Council archive · source document

RFI - Attachment B - Stormwater Quality Engineering Response · 132008.1128.04

of 13

Text shows just the words. Original shows the document exactly as it was published.

Original PDF page 9, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                        .   |.
                                                                                                                                                                                                                                                                                                    .|.                                                                                                                                                                                                                                                                                                                                                                                                      ROADWORKS & DRAINAGE NOTES
                                                                                                                                                                                                                                                                                              .|.
                                                                                        PROPOSED 1.50m WIDE CONCRETE                                                                                                                                                                    .|.                      1.0m WIDE SWALE WITH 1 IN 3
                                                                                        FOOTPATH IN ACCORDANCE WITH
                                                                                                                                                                             5
                                                                                                                                                                                                               .|.PROPOSED
                                                                                                                                                                                                                    .|. .|. .|. FIRE     .|. .|. .|. .|. .|.
                                                                                                                                                                                                                                .|. .|. TRAIL
                                                                                                                                                                          RP890947                                                                                                                               BATTERS AT 0.5% MIN GRADE                                                                                                                                                                                                                                                                                                                                                                   1.    ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN.
                                                                                        IPWEA STD DRG RS-065




                                                                                                                                                                               .|. .|. .|.



                                                                                                                                                                                                     .|. .|.
                                                                                                                                                                                                                                    1/7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.    CONTRACTOR TO LIAISE WITH ALL THE RELEVANT SERVICE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   AUTHORITIES TO ASCERTAIN SERVICES PRESENT ON-SITE. ANY
                                                                                                                                                                                      .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED SEWER                                                                                                                                                             ALTERATION WORKS TO SERVICES WILL BE CARRIED OUT BY THAT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .|.
                                                                                                                                                                                                                           (Ø375)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CONNECTION POINT                                                                                                                                                           SERVICE AUTHORITY ONLY.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .|.
                                                                                                                                                                                                                                                              .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                )                                                                                                                                                                                                                            3.    THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT PRIOR TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                          .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        x30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 (600




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .|. .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                              .
                                                                                                                                                                                                                                                                                                                                   1/2                                                                                                                                                                                                                                                                                                                                                                             COMMENCEMENT OF DEMOLISHING ANY EXISTING STRUCTURES




                                                                                                                                                                                                                                                                                                                                                                                                                                                              |.
                                                                2.600                                                                 1/3
                                                                                                                                                                                                                                                                                                            (Ø750)                                                                                                                                                                                         |. .|
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                . .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .
                                                                                                                                                                  5.400




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  |. .
                                                               TYPICAL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WITHIN THE SITE AREAS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .|. .11/1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      |.
                                                                         10




                                                                                                          20




                                                                                                                                                     30




                                                                                                                                                                                         40
                                          0.000

                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .|. .         |.




                                                                                                                                                                                                                               95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           |. .| .|. .|.




                                                                                                                                                                                                                            .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             4.    NOT WITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN




                                                                                                                                                                                                                                                                                                                                     .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.


                                                                                                                                                                                                                                                                                                                                                                                                                                                         (Ø5
                                                                                                                                                                                                                         45
                                                                                                                                                                                                )                                         9/1                                                                                                               10/1                                                                                                                . .|.    .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                            25)
                                                                                                                                                                                         6   00                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ON THE CROSS SECTIONS, THE ACTUAL LIMITS SHALL BE
                                                                                                                                                                                      (Ø




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED BIO BASIN REFER




                                                                                                                                                                  6.200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DETERMINED ON-SITE BY THE SUPERINTENDENT DURING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .|. .|.
                                                                                                                             (Ø45




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .|.
                                                                                                                                                                                                                4.800                                                                                                                                                                                                                                                                                                                                                                    LAYOUT PLAN ON SHEET                                                                                                      CONSTRUCTION AND SIMILARLY THE FINISHED SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .|.
                                                                                                                                 0)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5002-400 FOR DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONTOURS MAY BE ADJUSTED BY WRITTEN DIRECTION OF THE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .|.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SUPERINTENDENT DURING CONSTRUCTION AFTER AMENDED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .|.
                                                   PROPOSED TYPE A HEAVY VEHICLE                                                                                                                                                     50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .
                                                                                                                                                                                                                                                                                                                                                                                                                                                        2/2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                |. .  .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       |. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          |.
                                                                                                                                                                  5.400




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .|.


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     |. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DRAWINGS HAVE BEEN APPROVED BY COUNCIL.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       |. .
                                                   CROSSING IN ACCORDANCE WITH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            |.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   |. .       .|.
                                                   IPWEA STD DRG RS-051




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .|.
                                                                                                               7/1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .  |. .

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .      .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               |. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5.    ALL ALLOTMENT FILL IS TO BE COMPACTED TO THE REQUIREMENTS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .|.


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      |. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   |. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BIO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   OF AS3798-2007 AND IN ACCORDANCE WITH CURRENT SCC.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        |.
                                                                                                                                                                  5.400




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     |.|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SPECIFICATIONS.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RP890947




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ..      .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        |. .
          G R A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .|. .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .|


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          IN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .|.
                                                                                                                                                                                                                                     60                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6.    VERGE AND BATTERS TO HAVE A MINIMUM OF 75mm TOPSOIL AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .|.       .|. .|.                                                                             PROPOSED INFILTRATION
                                                                                D R I V E W A Y                                                2                                                                                                                                                                                                                                                                                                                                                                                                  .|.                                                                                                                                                              FULL WIDTH TURF IF ORDERED.




                                                                                                                                                                  6.200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BASIN REFER LAYOUT PLAN ON




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .|.   .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SHEET 5002-400 FOR DETAILS
              S S T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             7.    MATCH TO EXISTING AC PAVEMENT EXTENSION OR WIDENING TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .|. |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               |. .
                                                                                                                                                                                                                          62                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BE IN ACCORDANCE WITH IPWEA STD DRG RS-170.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .|.
                                                                                                                                                                                                                               .89




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .
                                                                                                     90




                                                                                                                                               80




                                                                                                                                                                                   70
                          112.532

                                    110




                                                                   100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .|.
                                                                                                                                                                                                                                     7
                                                                                                                 5.400




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      INF BA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .|.
                                                                                                                                 (Ø525)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8.    SUBGRADE TEST RESULTS TO BE FORWARDED TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ILT SIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .|.
                                                                                                                                                                                                                                                                                 RAC SITE                                                                                                                                                                                                                                                                                                                                                                                                                          SUPERINTENDENT FOR DETERMINATION OF BOX DEPTHS PRIOR TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .|.   .|.
                 R E E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TIO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          |. .|. .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .|.
                                                                                                                                                                                                                                                                                FFL: 30.600                                                                                                                                                                                                                                                                                                                                                                                                                        EXCAVATION TESTS SHALL INCLUDE SOAKED CBR AND/OR OTHER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TESTS AS REQUESTED BY THE SUPERINTENDENT.THE
                                                                                                                                                                                                                                                                                       6                                                                                                                                                                                                                                                                                                                                                                                                                           CONTRACTOR SHALL ALLOW ADEQUATE TIME FOR COUNCIL
                                                                                                                                      27.841




                                                                                                                                                                                                                                                                                    RP901384                                                                                                                                                                                                                                                                                                                                                                                                                       APPROVAL OF PAVEMENT DESIGN.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .|. .
                                    0.000




                                                                    10




                                                                                                     20




                                                                                                                                                                            PROPOSED 1.5m WIDE CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             9.    LEVELS FOR KERB AND CHANNELLING/EDGE OF PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .|.
                                                                                                                                                                            FOOTPATH IN ACCORDANCE WITH                                                                                                                                                                                                                                 .|. .|. .|. .|. .|. .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .|.                                                                                                            CONSTRUCTION ARE AT EQUAL INTERVALS AT LIP OF CHANNEL
                                                             D R I V E W A Y 1                                                                                              IPWEA STD DRG RS-065                                                                                                                                                                                                                                                                                                                                                                                              .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .|. .|. .|. .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   UNLESS SHOWN OTHERWISE.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    |. .|
                                                                                                                                                          6/1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .|. .
                                                                                                           1/4                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10.   SIDE DRAINS TO BE CONSTRUCTED UNDER ALL KERBS AND ALL
                                                                                                                        5)
                                                                                                                     37




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .|. .|. .|. .|. .|. .|. .|.                                                                                                                                                        KERB AND CHANNEL AS PER SCC STANDARDS. REFER TO SCC STD
                                                                                                                   (Ø




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .|. .|. .|. .|. .|.                                                                                                                                                                                                 DRG RS-140 FOR DETAILS.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             11.   ALL STORMWATER PIPES UNDER ROADWAYS AND FOOTPATHS
                                                                                                                                 (Ø525)
                                                                                                  5.400




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SHALL BE CLASS '2' R.C.P R.R.J. UNLESS NOTED OTHERWISE.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED 1.5m WIDE CONCRETE                                                                                                                                                                                                                12.   THE STORMWATER PIPE CLASSES HAVE BEEN DESIGNED FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FOOTPATH IN ACCORDANCE WITH                                                                                                                                                                                                                      SERVICE LOADS ONLY, AND THE CONTRACTOR SHALL ASSESS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ANTICIPATED CONSTRUCTION LOADS AND UPGRADE THE PIPE
                                                                                                               (Ø375)                                                                                                                                                                                                                                                                                                                                             IPWEA STD DRG RS-065
                                                                                1/5                                                                       5/1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CLASSES, IF NECESSARY, IN ACCORDANCE WITH A.S 3725-1989. AT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   THE CONTRACTORS

Used in these records

RFI - Attachment B - Stormwater Quality Engineering Response.pdfRelated documentApplication case desk ↗

About this file

File size
5.1 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

RFI - Attachment B - Stormwater Quality Engineering Response.pdf · 5.1 MB (large file)

The download may take up to a minute.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.