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2021-02-09 Planning and Environment Committee Meeting Agenda
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ATTACHMENT 1
Page 62 of 98
ye TE 7 ; NN 7 7? are ] i, Oe LEGEND: PROPOSED SERVICES ATTACHMENT 1
fp a a a SOO k \ ¥ y oe aly C&S rh
mf {=> é \ 7 ? “| A \ Ye f it PROPOSED TWO COAT BITUMEN SEAL 1st COAT C170 1.51/sqm & thnm precoated iil. Envi 1&
i “ . “Oe. A 17 y tg a f Alt ‘, ef fh stone 100sqn/cun. 2rd COAT C170 G.81/sqn & 7mm precoated stone 170sqm/cum \ \ Civil, - -
/ / } J “~ . ly y 5 R / AWA “Af or tte 100 nm thide base course type 2.1 gravel compacted to 100% std (ul Hydraulic Engineers
} \ , . ( wee sendy ? 2 / Lae 4 _ tb — =f 5? ‘Sonn thick type 23 gravel conpacted to 100% std (subject to CBR result). ih PO BOX 2305
a nr oS ee a ea $ i / m Vai NF rt ed ft ny NOOSA 4565
; sl / Loe ° . aon $s K } fi \\ || N\— tf [7 PROPOSED CONCRETE DRIVEWAY & FOOTPATH REFER TO ARCHTECT PLANS PLANS ha 1.18/90 Goodchap Street
( Tate hf Pre Ne, ssh / K Mail! 4 ie FOR DETAILS ty 10 re Sn7atOs|
\ | fof ff f een Tm SS Ne Hy «KS ~~ | ICTENTS OF FILLING, CLEAR, GRUB & STRIP AS PER PLANS 17-19, THEN FLL & wore calaghanandteth com au
? f / / ff } f ">>> >> J : A TAN , 3 hs COMPACT TO NOTES ON PLAN 20 AND AS379% LEVEL 1. TOPSOIL. MULCH & TURF IAS | [designed [ADT | datum AHO OERIVED
Z N / fA ff } f os Ip ean a 1 \h\ Ue /S/ i} PER LANDSCAPE PLANS). ‘drawn [Ne Psu 4
part Ee fr co me QW 7 AND J Febecked [ait | Origin (8M) at ¢
1 ¢ | As | fy a Ta ps | V “yy GRAVEL BATTER AT &:1 MAX P|
/|\? oo) beep yTe, fo] yf ly / ) Soe Bt - ___ NEW KERB & 300 CHANNEL TYPE IB1I To IPWEAG approved
. } | is i / 5, WY) [I i =
y / re pos, fi oe A PO / / /\ | == STANDARD DRAWING RS-0080 ORVEYED 6
fff» ge \ 2 Pee + ) SL / {ft \ | ——A = —— gapnier ners TYPE 62 To IPWEAG STANDARD DRAWING RS-0080 MURRAY & ASSOCIATES
“\y [ . aes \ ma Tite. YF N / / i 9 NEW 1054 PRECAST MANHOLE WITH 310C GATIC UPLEX)
sl / ff £ A’ YY | i NI fy / f 4 PHONE 5441 2188
ev y yl ) ee if L 1 / fo __-4 \ CIRCULAR CONCRETE FILLED CLASS B LID
7 “ fy yA el ca “he ; 7 / / t >| —— teow —— yew FIRE MAIN REFER TO HYDRAULICS DRAWINGS Project
/ / { s POS era! Ae —— / t pp
Ds |} $Y pee fA 28. hey ? Pee a fo "| qm — _ NEW STORMWATER REFER TO DESIGN SETOUT PLANS FOR CARTWRIGHT VILLAGE EXTENSION
COL A ah ye ~ “ee, ffs — — HATERIAL TYPE SIZE CARRAMAR — 186 COOROY
/ 4 z D feb \ > ee, 050 “ee <f 17 ~ SW i Oo —— sw ———_ NEW TANK & PIT DRAINS PIPE CLASS PN6 OR PNS (WHERE COVER
/ iS _-< 1 7%, / SM a Se ae ei aS | t a ov LESS THAN 60¢mn), REFER TO DESIGN SETOUT PLANS FOR SIZE. NOOSA ROAD, TEWANTIN
OF ec 4B g KZ / mete POP {Seqn 1Smme RIVER NEW ABOVE GROUND 3n@ 16,000L POLY RAINWATER TANK SUNKEN 7S0nm WTO
FP Le P34 , / re fe y, > |) STONE OVER GEOFABRIC GROUND TO ARCHITECT SPEC. WITH FRST FLUSH DIVERTER & REVSE OF WATER TO "
cm ral on : / 40 4 ed J ; / SCOUR PROTECTION TOILETS & HOSE COCK AS PER HYDRAULICS DESKN, Client
Nn to é / / . / Pe yf , J
| e f o / / : ? iy f
. —— ' Z / / Be AVELDIV NEW IN GROUNDI SOUTH TANKS 200nn BELOW GROUND. 3.5n¢ %6.009L ALLCAST NOOSACARE, INC.
3 f 2 CS f 7 / tay — / SRANeL OVEN PRECAST CONCRETE CLASS B RAINWATER TANK WITH RST FLUSH DIVERTER &
yg) Al yee _ f Z JS j ; fy. f- - REUSE OF WATER TO TOLETS & HOSE COCK AS PER HYDRAULICS DESIGN.
i er Si } ' | See Space a 4 J ~ | <j Me es ——> ———_lEW SWALE DRAW To LANDSCAPE DETAILS Te
/ ES / / 7 7 pt 19.20 ‘ ! ‘ r t
. / fey Vet es eee 5 | 1 he 5 NEW 600x600 Sw PIT Wy GRATED LID DESIGN FEATURES
oS A / fy | fo | } | | Th oy /} Les 1 & NEW 600x600 Sw PIT W/ CONCRETE LID PLAN 1 OF 7
ot 1 |v] ft a tf Pp ye aes
/ | an | ; | | \ ae NEW 690x600 SW PIT W/ ELEVATED GRATE
EARTHWORKS NO ES / 1 + } tty 42 I A3{ Af ic i
| } } | } ] ly }}' | SET TT TT 1.2 WIDE 1.25 DEEP TOPSOLED, FERTILISED TURFED SWALE,
1. OBTAIN ONE CBR TEST PER MATERIAL TYPE OR } BZA” | | (| | i | 1 ROLL THEN MAINTAIN TURF TILL PRACTICAL COMPLETION LOT 2 on RP177554
AS PER AS3798 TO LEVEL 1 TESTING & } | ——~—tuoujo- fi | | bal \
SUPERVISION, THE CONTRACTOR WILL MEET / | | TH — —
COMPACTION TESTING COSTS / yi 240 pe | as J PP R/S 4 Parish of TEWANTIN
* Sier tow Wo" Srae SF Soon | I i, hd pd WOOeh SHIRE CO
See aa ee ate / x Th + |] tzaty ot TENA
mim f i TOIT rgd | eevee yy W
ROO (OR 100% ROO IF 300mm BELOW ROAD “ 1-4]. 2 > | (7 4, 3 NP \ lity
SUBGRADE). REMOVE ANY UNSUITABLE MATERIAL / | 1 | =e e es 5 EXISTING
AND REPLACE WITH APPROVED FILL STOCKPILE / | { / | { / T V h Tr ee
AND RE-SPREAD ALL USEABLE TOPSOIL. / | J | | | } | _ — it ~ J
3. APPROVED FILL TO BE MINIMUM SOAKED CAR 6, y~ | { ;2 ;4 7] | 1 4/| | if NEW CONCRETE 4 fac
FREE OF ORGANIC MATTER, MAXIMUM AGGREGATE | | | | | / ! | / f FOOTPATH 1 012525 3155 625 ues 1
SIZE < 50mm. PLACE IN MAXIMUM 200mm i \ l 1 | | | | | rs | }
LAYERS AND COMPACT TO 98% RDD (65% ROO is tH | } | | t y scale
FOR COHESIONLESS SOIL). COMPACT TO 100% ines nl | J f ‘ 1:250(43) Bo Not SAL ea Dann
RDO IF 300mm BELOW SUBGRADE. e > ayy h / ; DMENSENS PRINTED
cummeron To VERA wees [RO LI fe. (ems SC~*S
4. CONTRACTOR TO VERIFY ALL INVERT LEVELS. ue NZ |S ae ig og —
OBTANABLE PRIOR TO COMMENGEVENT OF WORK 6 AKON FA BS i == “ fra] reason deta ——SSSCSC~d
Jf Sf L / a = te J \ [> | FOR APPROVAL REVIEW [03/20]
5. WORKPLACE HEALTH AND SAFETY ACT. 1995 ALL / a Fo HE ae [= | ISSUED FOR CONSTRUCTION [06/20]
WORK IS TO BE CARRIED OUT IN ACCORDANCE i, / / i \ - \f eras i / / OT REVISED FOR CONSTRUCTION [07/20]
WITH THIS ACT AND IN PARTICULAR THE ff ‘ “ j in. ae a i / / ‘ 7 a tp [G | REVISED FOR CONSTRUCTION
Hea SO Re THE REQUIREMENTS Jf Sf | ' ara) \ / fe oS! / ~ / Pi REVISED FOR CONSTRUCTION [09/20]
6. CONTRACTOR SHALL VERIFY BENCH MARK LEVELS { § ~~ eS / \ ‘ied ~ a“
AND AOMISE THE, SUPERINTENOANT OF ANY co . ~y ff |\_ <x a fos
DISCREPANCIES PRIOR TO COMMENCING TO “oe / ye A oto \ ~~ <a...
CONSTRUCTION. \ it Oe a ah \ \ \ \ Ny fo
7. CONTRACTOR SHALL VERIFY THE LOCATION OF rt 4 ee, ~ wo ‘ \ We KO YEG PROGRESS\1714\DESION
a EXISTING SERVICES PRIOR TO IsTING OS / enn nn” Ls ——_—~0 / fil
SERVICES AND STRUCTURES ARE TO BE ~~ yi — ATE | PR APPROVAL
MAINTAINED IN GOOD ORDER FOR THE DURATION \ ON fo werner a " $ "
OF THE CONTRACT. ANY COST ASSOCIATED WITH ~~ Ty “ AN & A
REPAIRING DAMAGE TO EXISTING SERVICES SHALL ~ Oe a lof Se Alexander David Toth 5069
BE PAID FOR BY THE CONTRACTOR. \ . a — a a7 NAME REQ Sheet 8 of 38 sheets
8. ALL LEVELS TO AHD. ~ se ‘ SO wae SS. ws Growing number
9. UNLESS SPECIFIED OTHERWISE ALL MATERIALS SSC ee \ “ ae dS /20 1714-20
AND WORK SHALL COMPLY WITH THE RELEVANT SS Tee SS SIGNED DATE
AUSTRALIAN STANDARDS. SS ee Sn oe anal i 7 a
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