Attachment 5 - Documents Referenced in Conditions - 2409-42553 SRA

Meters
                                                                                                                                                                                                                                                                                                          CROSSOVER GENERALLY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            GENERAL ARRANGEMENT
                                                                                                                                                                                                                                                                                     O.
                                                                                                                                                                                                                                                                                     9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2                           0                         2                        4
                                                                                                                                                                                                                                                                                        K.




                                                                                                                                                                                                                                                                                                                 R 5.75m
                                                                                                                                                                                                                                                                                                            AS PER IPWEAQ STD




                                                                                                                                                                                                                                                                                                                                                                                    T
                                                                                                                                                                                                                                                                                                                DWG RS-49




                                                                                                                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SCALE 1:100 @ A3
                                                                             LAN                                                                                                                                                                                                                                W1 = 6.0m
                                                                                                                                                                                                                                                                                                  W-D




                                                                                                                                                                                                                                                                                                                                                                                            W-D
       FOOTPATH AS SHOWN                                               P                                                                                                                                                                                                                                                                                                   KS                                                                                                                                                                                          RETAINING WALLS NOTE:                        1:100
                                                                   PER
       AS PER IPWEAQ STD                                                                                                                                                                                                                                                                                        W2 = 6.0m                                                 R
                                                                                                                                                                                                                                                                                                                                                                       WO                                                                                                                                                                                              1. WALL TO BE CONSTRUCTED ENTIRELY WITHIN SUBJECT LOT
       DRG RS-065                                             AS                                                                                                                                                                                                             20                                 W3 = 6.0m
                                                                                                                                                                                                                                                                                                                                                           MI
                                                                                                                                                                                                                                                                                                                                                              TO
                                                                                                                                                                                                                                                                                                                                                                 F
                                                                                                                                                                                                                                                                                                                                                                                                  DRAINAGE NOTE:                                                                                                                                                       2. CONCRETE SLEEPER RETAINING WALL TO BE PROPRIETARY SYSTEM INSTALLED
                                                                                                                                                                                                                                                                                                                                                         LI
                                                    DJ.
                                                                                                                                                                                                                                                                                                                                                      X.                                          1. INTERNAL STORMWATER PIPES TO BE UPVC OR                                                                                                                               AS PER MANUF. SPEC.
                                                                                                                                                                                                                                                                                                                                                    RO                              ET
                                                 O A VER
                                                                                                                                                                                                                                                                                                                                                P
                                                                                                                        FLARE KERB RETURN                                                                                                                                                                                                    AP                                                       APPROVED ALTERNATIVE                                                                                                                                             3. FINAL DESIGN BY STRUCTURAL ENGINEER AT BUILDING DESIGN STAGE
  DRIVEWAY CROSSOVER                           T
                                           7m OSSO                                                                     OVER APPROX. 2m TO                                                                                                                                                                                                                                                         2. BACKFILL TO PIPES SHALL BE CEMENT STABILISED SAND SERVICES NOTE:
                                                                                                                                                                                                                                                                                                  W-D




  AS PER IPWEAQ STD DRGS                                                                                                                                                                                                                                                                                                                                                                    W-D
  RS-049 & RS-050 TYP.
                                            CR                                                                         MEET EXISTING SWALE                                                                                                                                                                                                          600 SQ DOMESTIC PIT                           3. MINIMUM PIPE GRADE 0.5% AS PER ENGINEERING        1. EXISTING SEWER CONNECTION TO BE UPGRADE FOR NEW DEVELOPMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                        AT LIMIT OF WORKS.                                                                                                                                                                                                            INVERT = RL 91.29                               DESIGN (AS3500.3 SECTION 5.4)                        SUBJECT TO UW APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                      E T




          DRIVEWAY ALTERNATIVE SETOUT                                                                                 ADJUST NEW PAVEMENT                                                                                                                                                 22                                                           OUTLET TO KERB                             4. GRATES TO BE CLASS D WHERE TRAFFICABLE            2. WATER SERVICE CONNECTION TO BE UPGRADED IN ACCORDANCE WITH UW
                                                                                                                        CROSSFALL TO SUIT                                                                                                                                                                                                           2/125x75x3 HDG RHS                            5. CONCRETE BASE OF PITS TO INVERT LEVEL OF PIPE TO
                                                                                                                                                                                                                                                                                                            B. 0.83




                                                                                                                                                                                                                                                                                                                                                                                                                                                           APPROVAL.
                                                                                                                                                                                                                                                                                                              O.




           (INTERNAL TAPERS)
                                                                                                                                                                                                                                                                                                              9




                                                                                                                                                                                                                                                                                                                                                     AS PER IPWEAQ STD                                ENSURE WATER NOT HELD                            3. ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO AUTHORITIES
                                                                                                                                                                                                                                                                                                                 K.




                                                                                                                                                                                                                                                                                                                                                        DWG RS-081                                6. APPROVED KERB ADAPTOR TO BE USED
                                                                                                                                                                                                                                                                                                   23
                                                                                                                                                                                                                                                                                                  W-D




                                                                                                                                                                                                                                                                                                                                                                                            W-D




                                                                                                                                                                                                                                                                                                                                                                                                                                                           STANDARDS
DESIGN                                                                             SCALE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DRAWING
                  DM                                                                                                                                                                                                                                                                              APPROVED                                                               PROJECT                                                                                                                                                                                        DRAWING TITLE                                                                                      FOR APPROVAL
DRAWN
                  DM
                           C      NOV 24       INFORMATION REQUEST           DM
                                                                                        AS SHOWN
                                                                                   HORIZONTAL DATUM
                                                                                                                                                                                                                                                    DME                                                                                                                   PROPOSED MULTI-RESIDENTIAL                                                                                                                                                                     GENERAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STATUS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DRAWING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               NUMBER                              03
DESIGN CHECK
                  DM       B      AUG 24         RETAINING CHANGES           DM
                                                                                            SITE                                                                                                                                                     PROJECTS
                                                                                                                                                                                                                                                                                                  DALE MARTIN - RPEQ 16845
                                                                                                                                                                                                                                                                                                                                                                          19 HILL STREET                                                                                                                                                                                 ARRANGEMENT                                                           JOB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               NUMBER                          240604
DATE
           26.11.24
                           A      AUG 24           FOR APPROVAL              DM    VERTICAL DATUM
                                                                                                                             ENGINEERING - DESIGN - CIVIL PROJECT SERVICES
                                                                                                                                                                                                                                                                                                  P.O. BOX 7481, SIPPY DOWNS, QLD, 4556
                                                                                                                                                                                                                                                                                                                                                                          POMONA, QLD, 4568                                                                                                                                                                              1 OF 2                                                                              ©DME Projects Pty. Ltd.
                         REV      DATE             DESCRIPTION               BY             SITE                                                                                                                                                                                                  Phone: 0438 157 612 Email: [email protected]