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engineering plans
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ISSUE
LEGEND
3,000L TRAFFICABLE UNDERGROUND
DETENTION TANK CONNECTED TO
2 125X75x3 GALVANISED RHS PIPE 600X600 FIELD INLET PIT CONCRETE DRIVEWAY. 125MM
600X600 FIELD INLET PIT ROOF WATER. 600X600 FIELD INLET PIT
US IL: 29.05m INLET SL: 31.65m 600X600 FIELD INLET PIT THICK N32 WITH SL72 MESH
INLET SL: 30.50m INLET SL: 33.05m
DS IL: 28.79m INLET SL: 35.50m
LENGTH: 6.66m 225mm Ø PP PIPE VERGE TURFED AREA. REFER
225mm Ø PP PIPE 225mm Ø PP PIPE
GRADE: 4.0% US IL: 34.00m ARCHITECTS PLANS.
KERB CONNECTION AS PER US IL: 30.45m US IL: 31.85m
DS IL: 32..23m
NSC STD DWG RS-081 DS IL: 29.64m DS IL: 30.77m ROOF WATER CONNECTION LENGTH: 11.02m
LENGTH: 5.93m LENGTH: 12.13m TO HYDRAULIC ENGINEERS GRADE: 16.5% STORMWATER PIT
GRADE: 14.0% GRADE: 9.0% SPECIFICATION.
STORMWATER PIPE
TURFED CATCH DRAIN
RAINWATER DETENTION TANK
RESIDENTIAL DRIVEWAY
ACCESS. REFER TO NSC STD
DWGS RS-049 & RS-050
CONTRACTOR TO POTHOLE AND
LOCATE SERVICES BELOW TO
LOWER AS REQUIRED TO
ENSURE MIN COVER. ALLOW FOR
ALL ASSOCIATED COSTS
BIN STORE. PROVIDE BUNDED
PROVIDE TURFED CATCH
WASH DOWN AREA TO HYDRAULIC
DRAIN AS PER INSET
ENGINEERS SPECIFICATIONS
REINSTATE UPRIGHT KERB AND
MAKE CLEAN MATCH TO EXISTING
CONNECT WATER METER TO
HYDRAULIC ENGINEERS
SPECIFICATION
ROADWORKS AND DRAINAGE NOTES SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE.
EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: 08/07/21 ISSUED FOR OPW - BRP
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS. ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE
DATE REVISION MARK CHK
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED BE CONSTRUCTED TO. MOUNTABLE KERB 500 FROM FACE OF KERB.
DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN 16. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO KERB PROJECT ENGINEER
ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE NORMAL
SPECIFICATIONS. LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE TO APPROACHING HEADLIGHT.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE CONTRACTORS EXPENSE. 3. SIGN SUPPORTS
BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN 17. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A
STANDARDS. DRAWINGS AND RELEVANT AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS PAVED SURFACE.
4. DRAINAGE PITS TO BE PROVIDED WITH Ø150 STUB FOR FUTURE HYDRAULIC CONNECTION TO BE TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS 4. LINEMARKING
MINIMUM 50mm ABOVE INVERT OF PIT. EXCEED 2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING AND 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
5. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: REPLACING AT THEIR COST. 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
a) Ø225 PP BLACKMAX OR APPROVED EQUIVALENT. 18. WHERE A STORMWATER DRAINAGE TRENCH HAS BEEN CONSTRUCTED LONGITUDINALLY IN THE
b) Ø450 TO Ø600 PP SN8 RUBBER RING JOINTED, BLACKMAX OR APPROVED EQUIVALENT. ROAD, THEN THE FINAL PAVEMENT SURFACE REPAIR WIDTH IS TO MATCH THE EXISTING LANE E [email protected]
6. ALL STORMWATER DRAINAGE PIPES EXTERNAL TO SITE SHALL BE Ø300 AND GREATER CLASS 2 WIDTH AND TERMINATE 50mm CLEAR OF THE ROAD CENTERLINE OR LANE LINE LINEMARKING TO
OR 3 R.C. RUBBER RING JOINTED ALLOW FOR THE BITUMEN EMULSION JOINT SEAL. REINSTATEMENT OF SURFACE ADJACENT TO A 37 MARY ST NOOSAVILLE, QLD
THE KERB OR ROAD PAVEMENT EDGE TO EXTEND FULLY TO THE KERB LINE OR EDGE OF
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS
PAVEMENT. P +61 7 5211 1003
INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992.
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS 19. THE CONTRACTOR IS TO CONFIRM THE LOCATION OF SERVICE CONDUITS WITH THE
CLIENT
ONLY. CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE SUPERINTENDENT PRIOR TO LAYING STORMWATER DRAINAGE. ALL TRENCH EXCAVATION AND
LOADS ARE PLACED ON STORMWATER DRAINAGE OR STRUCTURES. CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE
HEALTH AND SAFETY ACT 2011.
NOVATO GROUP
9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE TURFED CATCH DRAIN
CONNECTING ON TO EXISTING. 20. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING ANY
PROJECT
ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND Upstream Catchment
10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL
WITHIN DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES.
NOTE:
Area = 750m² UNIT DEVELOPMENT
21. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT EXCEEDING tc = 5 mins
LAYING OF PIPES.
11. WHERE KERB ADAPTORS ARE TO BE LOCATED ADJACENT TO FOOTPATH CONTRACTOR TO 150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN fi = 0.75 (assumed) 9 BOTTLEBRUSH AVENUE
DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD AS1289.6.2. Qmax (1% AEP) = 0.07m³/s
INSTALL 125mm x 75mm x 3mm HOT DIPPED GALVANISED RHS FROM EACH KERB ADAPTOR TO
PROPERTY BOUNDARY. 22. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE
DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY
BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER 200mm
NOOSA HEADS
12. TRENCH BACKFILL UNDER PAVEMENT TO BE COMPACTED TO 100% STANDARD DRY DENSITY COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS. 1V:2H Sf = 3%
DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL AND TITLE
(AS1289 5.1.1) IN LAYERS NOT EXCEEDING 150mm OF CBR 15 MATERIAL OR APPROVED 23. CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED TREATMENTS) N32 IN ACCORDANCE WITH Hydraulic Radius = 0.15m
COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
AS1379 AND AS3600. SL72 MESH MIN 50MM TOP COVER TO AS1304. MIN 100MM BASE COURSE Mannings n (QUDM - grass channel) = 0.035
EQUIVALENT. TRENCH BACKFILL IN ROADS TO BE MINIMUM CBR15 MATERIAL UP TO ROAD
SUBGRADE LEVEL. WHERE SUBGRADE CBR <=6.
FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO
ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
300mm V = 1.42m/s ROADS AND DRAINAGE
13. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE
WITH AS3996. STANDARD SIGNS AND LINE MARKING NOTES
RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN
ACCORDANCE WITH RELEVANT SERVICE PROVIDER Area Catch Drain = 0.1m² LAYOUT PLAN
14. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER 1. GENERAL Area required (Qmax/V) = 0.05m²
SPECIFICATIONS AND STANDARD DETAILS
WHEEL LOADS. 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND
15. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION).
2. SIGNS PROJECT NO. DRAWING NO. STATUS
20210008 C20 OPW
DRAWN DESIGNED SCALE ISSUE
BRP BRP 1:75 A
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