Council archive · source document
2008-18366 SRA - Approved plans · MCU20/0074
Attached to the e-mail MCU20/0074 - SARA response with conditions.
Plans and drawings: the text below has words only, no drawings.
Z:\14_Nigel's Backup\STUFF\107\LOT 107 WKG
DWG'S Stage 1 Rev D 201004.pln
REVISION A
ABODE SOLUTIONS
STAGE 1
Design & Drafting
0400 799 146
24.996 3.0 132°48'00" (50.322) 22.326
dp dp
UNIT 1
TEWANTIN ROAD
OLIVINE LANE
EASEMENT
42°48'10"
42°48'10"
Proposed New Existing 4,500
20.117
20.117
dp
Residence Residence
dp
dp FFL 116.00
dp
1,500
UNIT 2
Concrete driveway
3,000
to Council
dp dp requirements
24.996 3.0 132°48'00" (50.322) 22.326
114.0 115.0 116.0 117.0 118.0 119.0 120.0
N
LOT 107
Area = 1,012.33m²
1 Site Layout Plan
1:200 The designs and drawings shown on these plans
Existing dwelling are copyrighted and remain the property of
Abode Solutions, Unauthorized copy/distribution
road access of these plans is prohibited.
location as per Client Name
Condition 1 Mr M Tarrant
Project Name
Proposed New Residence
Lot 107, Tewantin Road,,
Cooroy, Qld, 4563
Drawing Title:
SITE LAYOUT PLAN
Scale:
As Shown @ A3 Size Date: 05.10.2020
Status: Checked By: NPH
CD
Project No: Drawing No.:
CDP107 SD03
Plot Date: 6/10/2020
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Page 2
ALLOWABLE NUMBER AND WIDTH OF RESIDENTIAL VEHICLE CROSSINGS ALLOWABLE MAX W1 W3 (max WIDTH SPECIAL CONDITIONS APPLICABLE LEGEND TYPE DESCRIPTION No. OF (INCLUDES 500mm w2 AT PROPERTY | (All vehicle crossings are subject to relevant (VEHICLE CROSSING PROHIBITED LOCATIONS) CROSSINGS |TAPER, BOTH SIDES) (VARIES) BOUNDARY) council approval.) 7 NKL nominal kerb line ts 1 Single garage 1 4.0m 3.0m—4.0m 4.0m (face of kerb) 3 2 Double garage or more | 5.0m 3.0m—-5.0m 5.0m TP oo Tangent point on NKL lw 3 Double garage or more 2 5.0m 3.0m—5.0m 5.0m 1. min 40.0m frontage; . — Prohibited locations shown in a a 2. min 12.0m between two crossings. heavy line, based on AS 2890.1 = . ns . ” 4 | Double garage or carport 1 6.0m 4.0m-6.0m 6.0m Subject to carport/garage approval. x The points marked X are either on property boundary at the median on a divided road, or at the intersection of the main >< 5 Duplex with frontage 1 6.0m 4.0m—6.0m 6.0m road centreline and the = 20.0m_or less prolongation of the side road NKL a 6 Duplex with frontage 2 5.0m 4.0m—5.0m 5.0m min 7.0m between two crossings. line on an undivided road. greater than 20.0m Vehicle Crossing General 4000 verge Vehicle Crossing General 4000 verge re re - Existing path to be saw cut Kerb — Internal and removed prior to ap Alternative driveway edge kerb crossing construction. — Stormwater kerb inlet Typical carpark bay Kerb and “nm aper Driveway edge Kerb and channel taper Install dowelled expansion oe joint refer to RS-065 = . ' A Property boundary (both sides) 8 1.0m clear of both sides ‘ 1 V ole A Property boundary ~ of local area on t Se V 2x management devices ' SIE S).s G \ --|—F Sle . s Mio Refer sections A+B on s s ] A 1.0m clearance 2 TTS > drawing number RS-050 “TTS > g = B from both sides g 3 g 8 24 fF | of pit lintel Z Z 4 a 3 a 3 A 3| |= = = = cu N ao mm - cu N ao mn = 2 = > = 2 Z = > E/E EE = TP S/S TP TR ofo tS Stofotp e s & & a Lf & Refer sections A+B on & NKL NKL. oa = j - oS S am Xe drawing number RS-050 s 500 max ~>~ Ld 500 max 6.0m 6.0m 6.0m 6.0m vertical _| - vertical _| f t ——* X - : transition < transition Driveway edge Median Centreline of main road length J <— . length NKL NKL 1500 Existing path to be saw cut and removed prior 1500 Existing/future concrete path to crossing construction. Install dowelled refer note 23 on RS-050. | | expansion joint refer to RS-065 (both sides) 6.0m 6.0m Sawcut to allow clean removal Existing/future concrete path Sawcut to allow clean removal of back of kerb and channel. of back of kerb and channel. NOTE: refer note 23 on RS-050. NOTE: COLLECTOR ACCESS 1. Services & road furniture will not be moved for Vehicle Crossings. 1. W3 may not be less than W2. 2. This drawing to be read in conjunction with RS—050. VEHICLE CROSSING PROHIBITED LOCATIONS 3. W1 may not be less than 4.0m at any point, inclusive of 500mm tapers. 4. W3 may not be less than W2. PLANS AND DOCUMENTS SETOUT_ REQUIREMENTS ALTERNATIVE SETOUT (INTERNAL TAPERS) AGENCY RESPONSE These drawings have been developed in consultation between the participating Councils. SARA ref: 2008-18866 SRA BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council. Date: 20 October 2020 5 oy i Review tle, nates, boundary distance and details amended, alternative setout detail added) VEHICLE CROSSING Cl 06/76 | Review (terminoloay) INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA LOW DENSITY RESIDENTIAL RS_049 a Co/12 oR STANDARD. DRAWINGS ENSITY RESID AL 10/12 ORIGINAL ISSUE SOS 2 |>|o\olo|m
Page 3
PLANS AND DOCUMENTS referred to in the REFERRAL ; Vehicle Crossing Driveway AGENCY RESPONSE = Refer Note 29 SARA ref: 2008-18366 SRA x z Date: 20.0ctpber 2020, HEIGHT ABOVE INVERT] & co 10 2 8 OF CHANNEL (mm) |S = a A = Control joint DISTANCE FROM INVERT | o 9 o 4 & 300 2 OF CHANNEL (m) | 7 T ? 1500, 1500, 1500 Kerb invert min ~ | Roll over coro 8°/ ab ——— _ 1500min Slope may vary | [verpom’ ° + Road surface & 1500 refer note 13 500 refer note 12 in = Transition Path zone 6 2 -_ 1 in 40 lt itin} = (20 is Reinforced SL72 fabric min “ Se ot Vin 20 bro under] Garage/ / / Carport slab Sand blinding layer 50 max ~ Galvanised/stainless steel dowels 400 long R16 @ 450 centres Saw cut all kerbs to allow clean removal of back of kerb and Control snd Control joint (If required) Grated Drain Refer Note 28 channel BREAKOUT TYPE TYPICAL PROFILE VEHICLE CROSSING/DRIVEWAY ACCESS SECTION A SECTION B Refer drawing Refer drawing RS—049 RS—049 NOTE: . « . . a . . . 19. Concrete surface tolerance to be, t2™™ over 3 metre sections. 1. All appropriate permits must be obtained from relevant council, specifying crossing type, construction materials, .. 0mm . location, levels, surface finishes and dimensions, prior to any excavation. oy concrete to be reton to grade ee Maoecoraance with AS eos AS 3600 d 2. Alternative materials for construction, other than reinforced concrete, refer to relevant council for approval. 22. Reinfor e vent fab ‘et AS 4671-2001 steel’ reinforcin oO terial 50 ton and « a lap fabric 250. 3. Crossing to be constructed square to the street alignment, wholly contained within the site frontage from invert of » Reinforcement Tabric to . Stee! reinforcing materials, Op and edge cover, lap tapric Zw. channel to property boundary. 23. pone fonts are to be sealed with a low modulus self priming sealant to the manufacturers specification. refer 4. One access to be constructed per allotment unless otherwise approved by relevant Council. oe . . . oe . . . wo . ws . . , 24. Formwork and reinforcement shall be in place and inspected and approved by the relevant council prior to 5. To reduce impact on available street parking, consideration is to be given to visitors and neighbouring property's lacement of concrete parking needs when selecting a crossing location. 25. Maintenance of the crossings are the responsibility of the property owner. 6. Crossing to be located clear of existing gully pits. where this cannot be achieved, the gully pit and pipework may 26. Drawing to be read in conjunction with RS—049. be relocated at the property owner's expense, subject to approval of the relevant council. . 27. Cross fall of existing pavement adjacent to the crossing to be checked. If cross fall exceeds 3%, relevant Council 7. Crossing to be located clear of all service authority's fittings, manholes and pits. Subject to relevant Council will decide if crossing needs to be re-designed to ensure satisfactory clearance for vehicles. approval, where this cannot be achieved, existing service pits are to be contained within the area of new driveway, 28. Construct grated drain to prevent water entering garage/carport slab. 8 Kerb edontors maven cpproved onnency dramage to be located clear of crossings 29. Driveways to be constructed in accordance with Queensland Development Code NMP 1.1 — Driveways (However, 9. Council will not relocate traffic islands or provide breaks in traffic islands to allow driveway access. drawings RS—049 and RS—050 take Precedence in the extent of any inconsistency). .. 10. For water sensitive urban design verges, the crossing is subject to relevant council design and approval. 30. All surfaces subject to pedestrian traffic (including vehicle crossings) will meet the minimum pendulum or ramp 11. **Crossing must achieve a high point of 250mm above invert of kerb to ensure stormwater is contained within the recommendations comained ah Table 38 of Austratian Standard Handbook HB 198.2014 — Guide to the road reserve as per requirement of Q.U.D.M. (Queensland Urban Drainage manual). This constraint may be varied Speciiication and testing OF slip resistance OF Fedestrian Suridces. . . upon the approval of the relevant Council. Compliance with the recommendations to be verified by testing to either AS/NZS 4586:2013 — Slip Resistance 12. Under special circumstances Council may approve a rising grade of 1:6 max or falling grade of 1:20 min Classification of New Pedestrian Surface Materials or, AS/NZS 4663:2013 - Slip Resistance measurement of Longitudinal grades along property boundary must allow for free drainage and pedestrian safety. existing Pedestrian Surfaces as appropriate. 13. Path zone width may vary to match existing concrete pathways and verge profiles. Path earthworks adjoining concrete must be well compacted. In both instances compliance to be demonstrated by applying Clause 5.3 — Means of Demonstrating Compliance 14. Earthworks cut and fill batters from edge of crossing or path to natural surface to be maximum grade at 1 in 10 of AS/NZS 4586:2013 — Slip Resistance Classification of New Pedestrian Surface materials. and fully turfed prior to council inspection. 15. Existing path to be longitudinally transitioned to new crossing at a maximum grade of 1 in 10. In general, the classification of a surfacing material or finish to be made on a worst case basis as determined 16. Plain concrete surfaces to be heavy broom finished. by pendulum testing using both the Four S (Slider 96) and TRL (Slider 55) rubber sliders. 17. Decorative surfaces are subject to relevant council approval, where approved, to have a Smm max depth variation in the finished surface profile. Exposed aggregate finish subject to relevant council approval due to environmental Where additional test results are available (Oil-Wet Ramp, W/Barefoot Ramp) they will be taken into consideration. reasons. Only those test reports/certificates produced by an appropriately NATA accredited laboratory will be deemed 18. Expansion joints to be 10mm thick full depth closed cell cross linked polyethylene foam (85 — 150 kg/m), or acceptable for consideration. 8.5mm thick bitumen impregnated compressed granulated corkboard, installation to manufacturers’ instructions. Seal 31. All Dimensions are in millimetres unless shown otherwise. surface of joint with a suitable polyurethane sealant. These drawings have been developed in consultation between the participating Councils. BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council. GC] 10/17] Review TC | F | UB 18 [Review VEHICLE CROSSINGS re pf iari2 | Rede INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA RESIDENTIAL DRIVEWAYS RS—050 n 1 eview 1 C | #106709 [Review STANDARD DRAWINGS PLAN 2 OF 2 re Rv[__ DATE REVISIONS, Ry)
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