SCG 0187-CD- Issue 3 28.06.2024

 

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HEIGHT DATUM Fall ~ | aS KEY
LOT 34 ON C 5603? 100 DIAM uPVC CONNECTOR EX. SWPT EXISTING STORMWATER PIT
Level Datum AHD PIPES EX. SMH EXISTING SEWER MANHOLE
Level Origin PM 24980 I -_—_ RAINFALL EX. SCP EXISTING SEWER CONNECTION POINT
SITE AREA UNDER 2500m? E.0.B. EXISTING EDGE OF BITUMEN
Wattle Street, Cooroy N Oy Pea AS INDICATED ALTERNATIVE MEASURES FOR K&C EXISTING KERB & CHANNEL
Survey information provided by — WSUD. IMPLEMENTED NS.L. NATURAL SURFACE LEVEL
MAX WATTERSON + ASSOCIATES Tf FH. FIRE HYDRANT
= TP TELSTRA PIT
ROOF RUNOFF 58 EP. ELECTRICAL PILLAR
DRIVEWAY KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE
(> REAR OF UNIT DRAINAGE PIT DETENTION & STORAGE TANK: WM WATER METER
2(No.) 12,000 Lt AUSTRALIAN TANKS
7 TYPICAL SECTION WATER TANKS DETENTION MODULES, WITH 12m? Min. BASE
WATER TANKS AREA FOR ALL ROOF CATCHMENTS FITTED WITH
“FOR RE-USE & DETENTION | =i‘ Y]sCt(‘é‘(!SSC(‘; "| GPT GROSS POLLUTANT TRAP ORIFICE CONTROLLED OUTLET. PROVIDE 900 x
GPT —CAPTURES GROSS POLLUTANTS 600 TRAFFICABLE TANK ACCESS HATCH FOR
2/125x75x4.0 RHS (GALV.) TANK MAINTENANCE. REFER Drq 0187-SW1.2
LAID AT 1 in 100 MIN. INSTALL TO FOR DETAILS
NEW KERB ADAPTORS IN
ACCORDANCE WITH COUNCIL STD
DETAIL RS-081 & MAKE
FOOTPATH GOOD. TYPICAL. RUNOFF TO COUNCIL
INFRASTRUCTURE PROPOSED 5200 Lt ALL CAST PRE CAST
LEGEND IN-GROUND TRAFFICABLE STORMWATER
RETENTION TANK FOR ROOF STORMWATER ONLY.
BUILDER TO POT HOLE LOCATE AND WATER CYCLE DIACRAMATIC PROVIDE PUMP OUT FOR IRRIGATION PURPOSES |
MH CONFIRM EXISTING SERVICES LOCATIONS WATER VIVEE UIAGRAMA TY & BIN WASH DOWN. WARNING SIGNS AT TAPS
a0 EASTING SURFACE SPOT LEVELS & LEVELS BEFORE ANY EARTHWORKS 'NON POTABLE’. PROVIDE A SMTCH OVER |
+18) (+ LL}12 97 ARE CARRIFD OUT. REPORT ANY VALVE TO MAINS WHEN TANK VOLUME 1S
Fay INDICATES DIRECTION OF| FALL L eX sui DISCREPANCIES TO THIS FIRM. BELOW 10%
a TO FNRSHED GROUND SURFAGE. L: 120.479 hi \ av ‘
v Ou Ry =a ehy. Lo 9 ww +
SL 50] INDICATES SURFACE LEVEE (SLL) aND WVERT EY 91 = 21 L175 /77>R Ep Rae. — . _40F Ray Ry RN RW. RW Ri RW RaW RW Bay RW. Ray Rav Sf
LL. 12.00 LEVEL (I.L.) OF ADJACENT STORMWATER PIT + = -——$—$$$$— SW SW ey RW RY RY RW RW. RW. RW. RW. RW. RW RW. RW. RY |S
H SL 171.500 _” 2256 uPVC 'H) KERB 7 Ws PS 2) ol] W y OW T50(H) KERB OW oW S CP3E 150(H) KERB
K H fi 120650] 1 Vian ra “009 Sw / 1508 uPVC _ BL 123.150
DRIVEWAY SLAB/PAVEMENT. REFER TO NOTES (NOM YX i ) v Le G B.L. 122.350 oo ILL. 122.550
AND DETAILS ON DRG. 94000/cD/co4.05 FORKS YS 7 ; x ) F % uPyc Ww DETENTION CARPARK AREA
THICKNESS AND REINFORCING. SS \ VV + HS i / 5 & WATER
re / 6 1.250 REFER Drg. OW4.1 FOR DETAILS.
LANDSCAPING, REFER LANDSCAPE \ S Is Y 5 | RY TANK REFER Drg. OW4.2 FOR LEVELS.
L | ARCHITECT FOR DETAILS. o <> ;s Ae a AU / r : <u, 2
, / ve . / a
600 x 900 IPWEA TYPE 2B FIELD INLETS, xX y <P 1 7 R-SW Ro R-SW sw ———~—<“i—<—CS~‘C—~™~S~™~S \ _ owt” |
EJ opi PRESGBST CONCRETE WITH NBAVY DUTY [LN 4 “pw ¥ & no (RCS) nb °
GRINE WHERE INSTALLED, PAVED e © 9 , Z C ) P iC
ARTAS, FITTED WTH OCERNGUARD PIT Plaho® y a a a q a a q 4 +
BASKETS OR EQUALLY APPROVED. REFER SLERY AN “Pe 2 a - - L : : : _
IPWEA STD DRC. DS-050 FOR DETAILS. | 17 XH 5 iL) a, Y) “Ly YY)
és » = / 4 | 6
909 x 900 IPWEA TYPE } FIELD INLETS bs 3
” / =o b / | IN
PRE-CAST CONCRETE WITH HEAVY DUTY m1
GP? GRATE WHERE INSTALLED! IN PAVED y Ss / Vi Yo Yo
AREAS, FITTED WITH OCEANGUARD PIT g UA (4 ROOF WATER CONNECTIONS, REFER
BASKETS OR EQUALLY APPROVED. REFER a iS via SP / / A AVS, 7 HYDRAULIC CONSULTANT FOR / EXISTING OVERLAND FLOW 10
IPWEA STD DRG. DS—050 FOR DETAILS. T = re oo DETAILS. | REMAIN AS IS. MAINTAIN EXISTING
c | IE 7 7 JE PF yuo | er Ey
400Sq GRATED FIELD INLETS, POLY AND LIGHT [7 [7 NO CONCENTRATION OF FLOWS, ‘
BPS uty GRATE WHER IN LA SOAPE AREAS, REFKAS cho th | va x FFL 1 | | x FFL | TYPICAL.
DRG C,Q8.05 FOR TYPICARSREAR OF TOWNHOBGEE®>\: 122.500 125.100 9
CONNBCTION DETAIL. -F 1 ) | - »
| - T= | | | L | | | | - °
= | | || | — sign” e
1050 PRE-CAST CONCRETE MANHOLE. IN 7 FFL +
O ACCORDANCE WITH COUNCIL STD x
DRAWINGS IPWEA DS-010, DS-015 & -pns_| / 1 yey 122.800 DA p
MH-O1 — D$-020. CLASS D LID. | rr 1 . Yo J Y L
|
i a CI , IL Y yy / i UL LIL) beet t
GD-200 200(W) GRATED DRAIN WITH HEAVY i | LIL] “ i {i z
oo BL 12230 AE AoC So i 900d AE
Lore DETENTION TANK 7 q O LY q || qo qo |
" 1 = [1.600 ~ 3" «0, Do HON JIN 00008 §ooo0oo DOO00 Ho L
NN OVERLAND Pa OF ~~ HT he pve = OU Onno LU OOo) LIL ee ee E
S ; cK 6} Ss CIE] C1 1508 oy WV [1008 uPVC | iT] Sw uPVC OOOO OOO 177500
9 A 9 ~ — sw —— 1
(RCs) ROOF WATER CONNECTION, REFER a we ar? a ao eee mM UI Boe ss? Oey) CO 27 TP? o wg
=| HYDRAULIC CONSULANT FOR GA + CPT B.L. 122.201 RW LL 77) Or wees RW ee AE | 199 50-2 WL en 127 600-2 RW 51 123.8002! pw pw pw Rw pwd pw Rw +N a
DETAILS, TYPICAL. 4 WM IL. 121.800 a7 800 LL. 122.100 [.L. 122.200 ILL. 122.400 +
|
———— = _ INDICATES OVERHEAD ELECTRICITY BINS AREA,
SUPPLY LINE 2/125x75x4.0 RHS (GALV.) PROVIDE DRAINAGE PIT FOR CONNECTION TO FALL LANDSCAPED AREAS TO |
LAID AT 1 in 100 MIN. INSTALL TO er SW RUNGE RWeY FROM AREA. REPER FORMED FLOW PATHS TO DIVERT
NEW KERB ADAPTORS IN RUNOFF TO GRATED INLETS 1 in %
w——— _ INDICATES WATER MAIN APPROX ACCORDANCE WITH COUNCIL STD TO HYDRAULIC CONSULTANTS DETAILS. 100 MIN FALL. ALLOW FOR oe
ALIGNMENT, BUILDER TO CONFIRM EXACT DETAIL RS-081 & MAKE OVERLAND FLOW TO WATTLE ST \
LOCATION PRIOR TO WORKS ~ .
La FOOTPATH GOOD. TYPICAL. TYPICAL
— 7 — INDICATES TELSTRA LINE APPROX B COUNCIL RFI 28.06.24
ALIGNMENT, BUILDER TO CONFIRM EXACT A | AMENDMENTS TO PLANS 15.04.24
LOCATION PRIOR TO WORKS Revision Description Date
Issue:
DRIVEWAY PAVEMENT. REFER
INDICATES STORMWATER DRAIN EXISTING DRIVEWAY & ACCESS PLAN SITE PLAN — SITE STORMWATER MANAGEMENT FOR APPROVAL
— Swex AS NOTED FOR REINFORCING. Scale 1: 100
/ DO NOT SCALE FROM THIS DRAWING
sw INDICATES STORMWATER DRAIN PROPOSED The design and associated details contained on this ond associated '
NOPD OHFRMISE. 100 FALL UNLESS . — the written permission of SOG Consulting Engineers.
pag tem a curs wr srs somo srunoeane | PALL STORMWATER” ] [RSD SF — conte
RW COROT REYAINING WALL nO GRANULAR MATERIAL UNDER SLAB. PRIOR TO COMMENCING WORKS ON SITE, ALL PIPES TO BE LAID AT | consurtants DOCUMENTATION. STORMWATER QUALITY . E SOG Noosa Heads
©@— MIN 98% FIELD DENSITY THROUGH SERVICES ARE TO BE PROTECTED IN . — THE SITE AREA IS BELOW 2500m g Ph (07) 5455 5604
STRUCTURAL ENGINERS DETAIL. 1:100 MIN. UNO. z emaiamin@segengneers com
DRAINACE PIPE SIZES BACKFILL DEPTH. D>900mm ACCORDANCE WITH THE AUTHORITY —  STORMATER HARVESTING TREATMENT 3 ee web:www scg-engineers.com
NON-TRAFFICALBE AREAS RESPONSIBLE FOR THE SERVICE MEASURES 10 BE IMPLEMENTED. g na e578
— swale > INDICATES ALIGNMENT OF SWALE AND AS NOTED. COMPACT IN 150mm LAYERS D>400mm — 1000Lt OF STORAGE TO BE PROVIDED FOR
DIRECTION OF FLOW, REFER TYPICAL SWALE EVERY 25m? OF COMMUNAL LANDSCAPING Title:
DETAILS
THIS PLAN TO BE READ IN CONJUNCTION WITH ROOF DRAINAGE: PLUMBING ARTICULATION: NETRATIE AREA. 100% OF ROOF FLOW TO DRAIN STORMWATER MANAGEMENT
APPROVED COMPACTED © ———] SCG CONSULTING ENGINEERS STORMWATER ALL GUTTERS AND DOWNPIPES TO FOOTINGS TO HAVE NEXLY COURLNGS THROUGH STORAGE/DETENTION TANK, PLAN
. . BEDDING SAND. MANAGEMENT REPORT 0187(SWM) COMPLY WITH BCA VOLUME 2 PART REFER DETAILS DRAWING SOt.03 — STORED WATER TO BE USED FOR ON SITE
www.dialbeforeyoudig.com.au 395 ALL PLUMBING IN UNDER SLAB FILL IS TO BE IRRIGATION & EXTERNAL USE. Project
SUSPENDED FROM SLAB WITH CAST IN TIES
Tonk DI AL1100 ALL GRATED STORMWATER PITS WITHIN DIVEWAY 11 WATTLE ST,
/~ | TO BE FITTED WITH OCEANAGUARD GPT INSERTS COOROY
yy BEFORE YOU DIG /— SW PIPE TRENCH/PIPE BEDDING & BACKFILLING Dae yori oe [OHO Ty
: Drg No. Rev
\/ UNDER PAVEMENT TYPICAL SECTION 01 2 8 Ba way ol tee rae
ruu-——L_7——_m 2] RPEQ 27698 01 87 SW1.1 B
1:200 @ A3 “| T Harrington ~ . °