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RFI - Attachment B - Stormwater Quality Engineering Response · 132008.1128.04

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COST.
                                                                                                                                                                                                               3/1                                                                                                                                                                                                                                                                                        1/1
                                                                                                                                               (Ø52




                                                                                                                                                          4/1
                                                                                                                                                    5)




                                                                                                                                                                                                                                                                                     2/1                                                                                                                                                                                                                                                                                                                                                                                                                     13.   ALL LOTS NOT DRAINING TO A PROPERTY PIT TO HAVE 2 KERB




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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ADAPTORS . KERB ADAPTORS SHOWN ARE INDICATIVE ONLY AND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .|. .|. .|.
                                                                                                                                                                          (Ø525)
                                                                                                                                                                                                                                                .|. .|. .|.




                                                                                                                                                                                                                                                                                                                                                                                     .|. .|.
                                                                                                                                                                                                                                                                    (Ø450)                                                                                                                                                                     (Ø375)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ARE TO BE INSTALLED IN ACCORDANCE WITH SCC STD DRG RS-081.




                                                                                                                                                                                                                                                                                                                                              .|. .|.
                                       C O U




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             14.   CONCRETE FOOTPATHS TO BE INSTALLED BY THE CIVIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO SCC STD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DRG RS-065 FOR CONSTRUCTION DETAILS.
                                                                                     PROPOSED EASEMENT WIDENING                                                                BIN WASH-DOWN AREA. DRAIN
                                             R T




                                                                                                                                                                               TO SANITARY PLUMBING                                                                                               8
                                                                                                                                                                                                                                                                                               RP901384
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED WORKS
                                                                                   PROPOSED TYPE B HEAVY VEHICLE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LEGEND                                                                                                         PROPOSED LIMIT OF WORKS
                                                                                   CROSSING IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING FEATURES                                                                                              DESIGN CONTOURS
                                                                                   IPWEA STD DRG RS-051
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING KERB AND CHANNEL                                                                 PROPOSED EARTHWORKS PAD
                                                                                   EXISTING FOOTPATH CONSTRUCTED AS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING KERB                                                                             PROPOSED EDGE OF DECK LINE
                                                                                   PART OF GRASSTREE COURT PACKAGE.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED DRIVEWAY CENTRELINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING ROAD CENTRELINE
                                                                                   REFER DRAWING SET 3001 FOR DETAILS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .|. .|. .|.         EXISTING TOP OF BANK                                                                      PROPOSED TABLE DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .|. .|. .|.      PROPOSED TOP OF BANK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING TOE OF BANK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING STORMWATER                                                                       PROPOSED TOE OF BANK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING WATERMAIN                                                                        BLOCKWORK WALL CONSTRUCTED AS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PART OF EARTHWORKS PACKAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING TELECOMMUNICATION
      NOTES:                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED STRUCTURAL WALL (BY OTHERS)
      ·   REFER SHEET 5002-113 FOR STORMWATER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING TELECOMMUNICATION
          DRAINAGE LONG SECTIONS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING SEWERMAIN                                                                        PROPOSED STORMWATER
      ·   REFER SHEET 5002-116 FOR STORMWATER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING SEWER RISING MAIN                                                                PROPOSED SEWER
          DRAINAGE STRUCTURE DETAILS
      ·   REFER SHEET 5002-117 FOR STORMWATER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED CONCRETE PAVEMENT
          DRAINAGE SPLITTER DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED CONCRETE FOOTPATH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED VEGETATED BATTER
FILE: 5002-106.dwg DATE: 11-01-2019 USER: SHAUN PILCHER
XREFS: X-18-001942-5002-TITLE, X-18-001942-5001-TREES, X-18-001942-5002-BASE, X-18-001942-5002-CONTS, X-18-001942-SURVEY, X-18-001942-3001-BASE
          DESIGN DRAWN    CHECK     APPROVED       DATE                                                                                                   STATUS                                                                                                    SCALE                                                                                                                                                                               CLIENT                                                                                                                                                                                                                     PROJECT                                               DRAWING TITLE
FIRST                                                                                    AMENDMENT DETAILS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Calibre Professional Services (QLD) Pty Ltd
ISSUE      CB      NV       SP         SP         04.02.19
                                                                                                                                                                                                    TENDER                                                                                                                                                                                                                                                                                                                                                                                                                                       Level 3, 16 Innovation Parkway     BLUE CARE SUNRISE BEACH                                   ROADWORKS & DRAINAGE
     A     CB      CB       SP         SP         14.02.19 ISSUED FOR APPROVAL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Birtinya QLD Australia 4575
A
M    B     CR      CR       SP         SP         09.04.20 BASIN AMENDMENTS                                                                                                NOT FOR CONSTRUCTION                                                                             0     2.5          5        7.5      10   12.5    15    17.5                                                                                                       20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RESIDENTIAL AGED CARE (RAC)                                    LAYOUT PLAN
E
     C     CR      CR       SP         SP         30.07.20 ISSUED FOR TENDER
N
D
M    D
                                                                                                                                                          APPROVED                                                                                                           SCALE 1:250 (A1)                                SCALE 1:500 (A3)                                                                                                                                                                                                                                                                                                                                        ROADWORKS & DRAINAGE
E                                                                                                                                                         BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROJECT No.       DRAWING No.           REVISION
     E
N                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                                                                    SIGN:                                                 DATE: 30.07.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    C       calibregroup.com                                                       PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         18-001942         5002-106                C

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