PART Response to Information Request · OPW11/0335

                                                                                                                                                                                                              KEY PLAN
                                                                                                                                                                                                                MIS




                                                                                                                                                                     GENERAL NOTES
                                                                                                                                                                      1)OBUN All AEU]SNR APPROVALS FROG ALL M1T1              TOP LAYING AnmCIIN
                                                                                                                                                                        AND PAY All FEES OIL

                                                                                                                                                                      2) AL WORK SAW1 COMPLY WITH RE 0LOLRf1ENTS OF THE LOCAL AUTHORITY
                                                                                                                                                                         HAVING JURISDICTION AND WITH THE REOURE1RNTS OF All RELEVANT AAISTRAWW
                                                                                                                                                                         SIANDAD5

                                                                                                                                                                      3)OUIR1 MART LEVELS AND LOCATIONS OF ALL EXISIR0 SOSKES PRIOR TO THE
                                                                                                                                                                        NSTALIAT" 01 ANY ASS00ATLD SERVICES.

                                                                                                                                                                      4) AS-CONS'TRUCIED DRAWINGS IN IKUTM FORMAT ARE TO BE LODGED WITH
                                                                                                                                                                         COUNCIL IN ACCORDANCE WITH COUNCILS ENGINEERING GUIDELINES,
                                                                                                                                                                         DETMED (OO50NLS 01 AS-CONSIRCXT Ill WORKS SLAIL ALSO BE SUBMITTED
                                                                                                                                                                         WITH 016 0414. WITH COST DcsCTIONS BEING COMPLETED IN ACCORDANCE
                                                                                                                                                                         WIN STANDARD I URNS OI THIF GUIDELINES.

                                                                                                                                                                     5) THE CONTRACTOR 6 TO ASCERTNN 1111 rOAT LOCATION or Alt EXSONC
                                                                                                                                                                        SERVICES PRIOR TO COMMLNCEMENT OF CONSTRUCTION AND SMALL BE RESPONSIBLE
                                                                                                                                                                        FOR THE COST Of RECUICAIION Of ANY DAMAGE WHICH MAY OCCUR. DE LOCATION
                                                                                                                                                                        OF EXISTING SOMCES SHOWN ON THE DRAWING IS REPR000fO FROM LOCAL. AUTHORITY
                                                                                                                                                                        RECORD; f IC ION WHICH NO OPINION IS EXPRESSED AS TO THE ACCURACY OF SAME

                                                                                                                                                                     6)'0S-W16TNUCIID' IWAIICS- WTERF POURED BY THE I DCN AUTHORITY- ARE lK
                                                                                                                                                                        RESFOAABRY Of THE CONTRACTOR. THE CONTRACTOR 51011L RECORD ML
                                                                                                                                                                        CHANCES TO EAIGRLV DESIGN WO IILOW All 0155 FOR TIFF PREPARATION Or
                                                                                                                                                                        AS-CONSTRICTED' DRAWINGS W AN APPROVED ELECTRONIC FORMAT.
                                                                                                                                                                      7)AS A CONDITION Of TENDERING. THE CONTRACTOR SHWA. 4511 THE SITE
                                                                                                                                                                        AND SHALL BE DEEMED TO BE FULLY AWARE OF SITE CONDITIONS
                                                                                                                                                                        ANY CLAIM FOR VARIATION ON ,HE BASIS OF LACK Of KNOWLEDGE OF SITE
                                                                                                                                                                        CONDITIONS SHALL NOT BE ACCEPTED
                                                                                                                                                                      0)WHERE A PARTICULAR MANUFACTURERS PRODUCT IS SPECIFIED OR NOTED,
                                                                                                                                                                        OTHER MANUFACTURERS PRODUCTS MAY OE SUBSTITUTED.
                                                                                                                                                                        SUBSTITUTED PRODUCTS MUST HAVE PERFORMANCE AND L1NDE1hRY
                                                                                                                                                                        OBRRU 151111 TO ON GREATER IIl1N THE SPEC*ED PRODUCT.
                                                                                                                                                                        OOCUMENTI0 PROOF OF SAID CRITERIA MAY OF REQUIRED

                                                                                                                                                                     B) WY Ff0IM.G *11EN0 THE PERINEIIR OF THE PROP EY THAT 1 Rf1 EO OR
                                                                                                                                                                        OWLET AL A GiSIA T O WORKS AS OCAE0 WITH 111E SEINER P11M1:1 WN LS TO
                                                                                                                                                                        U RTS'11A01i ID MIS PLAN 11141 CONXIIOM AT 44 COHIIHAL;UYS' I API MV

                                                                                                                                                                     ID)URESS PRIOR PERMISSION HAS BEEN ClANIED BY COUNCIL. THE CONTRACTOR
                                                                                                                                                                        SMALL ARAN GE FOR LM SEWER WORK TO BE UNDERTAKEN BY COUNCIL
                                                                                                                                                                        DAY LABOUR, ALL COSTS SMAll BE MET BY CONTRACTOR

                                                                                                                                                                     11) CONTRACTOR TO MACE ARRAVCYENTS TO DIVERT SEWAGE FROM UPSTREAM SEWER
                                                                                                                                                                          MAN WIRST CONSTRUCTION Of SEWER LISEISION TAKES PLACE

                                                                                                                                                                     12) ALL SEWERS SMALL U 1501 PVC CLASS SNB R.R1. TO AS 1260 LINO.
                                                                                                                                                                         SEWERS DEEPER THAN 3m SMALL BE UPC CUSS 12 PRESSURE PPE TO AS 1477
                                                                                                                                                                         OR PRIOR APPROVED EOUMALENT. INSIDE. EDGE Of CLASS 12 PPE SMALL DE
                                                                                                                                                                         CHAMFERED TO PROIDE A SMOOTH TRANSITION TO OTHER CLASSES OF PIPE

                                                                                                                                                                     13) ALCwENT - WITHIN LOT
                                                                                                                                                                         FRONT a AFAR BOU1DWES 13m
                                                                                                                                                                         SIDE a" F5, I 0,
                                                                                                                                                                         FOOTPATH: 780M, FROM FRONT ALIGNMENT

                                                                                                                                                                     14) BEDDING SAIL BE TYPE I LAND AM PLACED AS PER STO OWC 9613.
                                                                                                                                                                        IN COASTAL SNIT TERRAIN. EXCAVATED MATERIAL MAY BE USED SUBJECT 10
                                                                                                                                                                        APPROVAL BY MANAGER- IN OTHER AREAS USE 5-10- WASHED SCREENINGS
                                                                                                                                                                        OR 20mm WASHED SCREENINGS AS ORDERED BY LOCAL AUrHORfrfS MANAGER
                                                                                                                                                                        M AIUNI COVER SMALL BE 1.001, FOR ALLOTMENTS a FOOTPATHS A 1.50m FOR
                                                                                                                                                                        ROADWAYS.

                                                                                                                                                                     15) MWADIES SMALL BE 10500 PRE-CAST UNO t CONS1WUCTED
                                                                                                                                                                         Al ACCpupyACE WITH LOCAL NIRAORITY 510 BYES

                                                                                                                                                                     IS) IWWDIE LIDS SMALL BE FWSHIED
                                                                                                                                                                          FOOTPATIR - FLUSH METH SURFACE
                                                                                                                                                                         ALLOTMENTS     FLUSH MINT SURFACE
                                                                                                                                                                         ALL COST FOLLOW 116 SLOPE AND BATTER OF AGUM,51.              -AN

                                                                                                                                                                        NOTE
                                                                                                                                                                        ALL wORKm %' W IS TO DE 10 THE SATISFACTION OK THE
                                                                                                                                                                        SUBAINE COAST REC04AL COUNICIL ENGINEER




                                                                                                                                                                          C   1711.17         SIAf1 I STORM           LIMED                 .6
                                                                                                                                                                          F
                                                                                                                                                                          r   111111            AXHICDN OFACE 01                            is
                                                                                                                                                                              020910              1'5.F FOR APPYUM                          is
                                                                                                                                                                          D   1000.10             1SEP TOR AHRA                             .0
                                                                                                                                                                          C 100010              _110 RDA A'N10A                             .0
                                                                                                                                                                          B 1407.10                PFQIIAMR 60(6                   F
                                                                                                                                                                                                                                   .
                                                                                                                                                                          A 110110                    APPB7ML                               2S
                                                                                                                                                                        WA DA TE        I             NN90 A                               tt_
                                                                                                                                             PART SITE PLAN 1 of 2                          SPICE CONSULTING
                                                                                      SANITARY PLUMBING & DRAINAGE                           SCALE 1:250
                                                                                                                                                                              I             CONSTRUCTION HYDRAULICS                                     TANTS
LEGEND                                          ABBREVIATIONS                                                                                                                              PO BOX 1406 BUDERIM 0 4556
                                                                                                                                                                                           Telephone 07 5445 3888
PROPOSED SEWER                                  PR      nNSMW FLOOR LM                                                                                                                                                                            Vrl^
                                                                                                                                                                                   OBSA    F cii-to 07 5445 3824
PROPOSED stoOlwER                               R       FIELD NET                     MATERIALS:                                                                                                                                                  AHSCA
                                                                                                                                                                                  1124616 EFROiI - randoll01vepalLcom.ou
PROPOSED WATER                                  rA      FINISHED SIRMI LEVEL          HOUSE dUWPLE            PVC CLASS DW
RENT BMW                                        IAN     HOUSE CONNECTION OVACH        SOIL WASTE NO VET PPE   PIE CLAM IOWA                                                                     CONTRAST CONSTRUCTIONS PIL
EXISTING WATER               - -W- ---W_ -W-    HOC     HOT ONWED 6WW 41101           MADE WASTE              WTWFWD DAN' / HM IN GAA A
EXISTNC SEWER                --s--5r-s--s-      OP      C LLY PR                                              HOOK / LOLL PWINE ADM GROUND                               ORAWFIK :                                            LEVEL: AND
E7OSMG HOUSE CIA'.           _-MO-_NO- _MD_     GPT     GROSS PDUAMT TRAP                                                                                                  PART SITE PLAN I o f 2
                                                                                                                                                                                                                              SG1E:
                                                                                                                                                                           SEWER 8 STORMWATER
                                                LAW     IN ACCORDANCE WITH
                                                                                                                                                                           DIVERSION PLAN                                     Al- 1:200           ^Ir'
                                                                                                                                                                                                                                                     H
ABANDONED SERVICE                                       INVERT LEVEL
                                                                                                                                                                                                                              A3- 1:400 1LS S
PROPOSED LEVEL                . 315   d         10      INSPECTION OPENING
                                      t                                                                                                                                 PROJECT                                                                        - 1414
DZTWG LEVEL                                     00      B1p6E R                                                                                                                                                                       APPROVAL
                                                                                                                                                                           ESSENCE
DENOTES LATER STALES OF IXKLLDPEE1T       =--

                                                IWO
                                                        TURD LEVEL
                                                        REAL PROPERTY OE       ,nAR                                                                                        MIXED USE DEVELOPMENT                                                 OP)      G
                                                SW MN   STORMWATER MANN=                                                                                                   DAVID LOW WAY
                                                LID     UNLESS NOTED OTHERWISE                                                                                             PEREGIAN BEACH                                                    1     d       3