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2019-12-10 P&E Agenda - Item 4 - Attachment 1 - MCU19-0030.01 - Approved Plans
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Plans and drawings
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Log in to see the plans as drawn- APPROVED PLANS MCU19/0030 NOOSA COUNCIL 15 AUGUST 2019 - DRAWING SIZE — Al 4.0m (W) line marking 6s vy LOTS 1 ON RP 66483 & Lot 76> I 1 on RP 70165 Level Datum AHD +3 165 180 | Level Origin PSM 75737 "Se 7.55 Org om EXITING CAR 749 RL 1.433 EW K.&C. KERB 755 RELOCATED CARPARK 144 Me, bus NEW [oe 85, “99 NEW K.aC. NEW K.&C. ge 7.3> SS 255 ¥7 65 735 a> CONSTRUCTION NOTES KEY Li 16> 65 = = mw id "Sip, TP EF GENERAL: aS a 1. DO NOT SCALE FROM THIS DRAWING. EX. SWPT EXISTING STORMWATER PIT 765 He Yay, KAZ 2. ALL DIMENSIONS IN MILLIMETRES RC. HW. REINFORCED CONCRETE HEADWALL ——senerete-path 9G Yay, 789 75> 155 TAPER STOPPING BAY 3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE EX. SMH EXISTING SEWER MANHOLE 7% wy — BACK TO CROSSOVER ARCHITECTURAL DRAWINGS. EX. SCP EXISTING SEWER CONNECTION POINT R.P. BOUNDARY boundary line 1.624 WIDTH. 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE E.0.B. EXISTING EDGE OF BITUMEN ARCHITECTURAL DRAWINGS ARE TO BE REFERRED 10 THE K&ec EXISTING KERB & CHANNEL 225, 1-7 "8g 76> ““Fenceline’ W MI 76> UI WI ENGINEER IMMEDIATELY. NS.L. NATURAL SURFACE LEVEL 765 66 65 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING FH FIRE HYDRANT SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL TP TELSTRA PIT ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH EP, ELECTRICAL POWER POLE —_— [1.850] , THE ATTACHED CRITICAL DEPTH LINE DIAGRAM. KERB EXISTING KERBING FOOTPATHS AND DRIVEWAYS: 1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL "65 / 2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES 3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY FINISHED TREATMENTS, EG. STAMPING ROLL OVER THIS AREA. 4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m ENSURE HIGH POINT RL 5. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS So, O / 769 72 ~\ /7, PROVIDE 2.0m x 5.8m 2.700 IS ACHIEVED. 3600 Ly STOPPING BAY CONTAINED 6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL ‘R39. $e ee ee en nent COMPLETELY IN THE SITE TO SLAB DEPTH. ALLOW ENTERING CAR TO GIVE 7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH RO Zp WAY TO EXITING CAR. EVERY 2ND MESH WIRE CUT ALONG JOINT. LO5 8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT. 65 OS [2600 9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO 5 VW», INSIDE EDGE OF CURVE _/° 10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR TO WORK COMMENCING xf" Ss 6g U1 725 U2 225 VISITORS Ui 45 S / / /& S /# / APPROVED PLANS 4 RESIDENTIAL / x MCU19/0030 DEVELOPME, A 0.500 x NOOSA COUNCIL 65 GARAGE 7 / FFL -0.300 15 AUGUST 2019 “f E >> 76g TURN TABLE 12 BY OTHERS. / [ fo.19 /\ s _ —— ji _—_ 7) PROVIDE ELECTRONIC LIGHT SIGNAL SYSTEM INDICATING TO SS —--Y~ ENTERING CAR WHEN CAR IS / Layo EXITING FROM BASEMENT. 6a, © > 769 / EX. SMt S/ ZZ 76> 76> 65 "65 s/E% SN 72 uta, 769 125 EX. SCP s/E% s/ex tel \ — sf&X EX. SCP Sf s/f \ \ EX. SCP 155 LEGEND 65 S/EX——__ 59 oe ay, fo A6pf'8o \ fenceline / 96 - - INDICATES PROPOSED SURFACE blo wall 2.8m high s/EX Sg 20 j R.P. BOUNDARY 785 - S/EX 4307 CONTOURS AND LEVELS TO AHD. EX. SMH % 4180 EXISTING SURFACE SPOT LEVELS. On INDICATES DIRECTION OF RAMP UP OR RAMP. wx. DOWN AS INDICATED SITE PLAN — DRIVEWAY LEVELS B99 VEHICLE Scale 1: 100 CLEARANCE OVER DRIVEWAY TRANSITIONS. x | 29.740 INDICATES PROPOSED FINISHED a9 VEHICLE CLEARANCE ADDED. 17.0419, SURFACE LEVELS A. CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO MAXIMUM CROSS-FALL OF 1 in 40 ON ALL ROLL OVER HIGH Revision Description Date COMMENCING WORKS ON SITE. ALL SERVICES ARE FOOT-PATHS AND INTERNAL PEDESTRIAN (77 POINT OF DRIVEWAY “FOR APPROVAL GD—xxx GRATED DRAIN CAST-INTO PAVEMENT. TO BE PROTECTED IN ACCORDANCE WITH THE PATHS AND RAMPS al \ VA TO REACH RL 2.70 ———— REFER SW1.1 FOR FURTHER DETAILS AUTHORITY RESPONSIBLE FOR THE SERVICE CONTRACTOR TO REPAIR/REINSTATE ANY GYMPIE (a a; TL 6 és eee DRAIN DO NOT SCALE FROM THIS DRAWING TCE 3.00 [| NL NATURAL 3.00 1 F 1:8.0 SURFACE. — - Ta DENOTES WET TOOLED JOINT TO TERRACE CONTRACTOR TO TOPSOIL AND TURF ANY DAMAGED AREAS OF EXISTING FOOTPATHS, 2.00 0.0 Ox hk 4;20.0 -1: 0 13820 2.00 drawings are copyright ond are not to be used or reproduced without SLAB, REFER 10 DETAILS KERB & CHANNELS TO COUNCIL STANDARDS 8.1 fa pO — ———— EE The design and associated details contained on this and associated DRIVEWAY SLAB/PAVEMENT. REFER TO DISTURBED OR DAMAGED AREAS OF THE ROAD 1:40.0 1.8.0, mh49 the written permission of SCG Consulting Engineers. DS NOTES AND DETAILS FOR THICKNESS AND RESERVE ADJACENT THE CONSTRUCTION SITE NEW KERB & CHANNEL TO BE IN ACCORDANCE 1.00 PROPOSED 1.00 Cc Unit 1/11 Project Ave, S/EX REINFORCING. WITH IPWEA STANDARD Drg. SEQ-R-080 & 0.00 SURFACE =k 0.00 “) SCG Noosa Heads INDICATES EXISTING SEWER LINE COUNCIL STANDARD DETAILS Ph (07) 5455 5604 =1.00- 1 “| 1.00 Ke” email:[email protected] web:www.scg-engineers.com — SW/EX INDICATES STORMWATER DRAIN EXISTING ABN 40 096 4¢1 699 AS NOTED SUPPLY LINE remem iee— |_| | Title: INDICATES OVERHEAD ELECTRICITY ell Pl fl Jal | ai & @ 6 +5 Jf OPERATIONAL WORKS: DRIVEWAY LEVELS & SECTIONS INDICATES WATER MAIN APPROX 2 Project ALIGNMENT, BUILDER TO CONFIRM EXACT LOCATION PRIOR TO WORKS Lot 1 on RP66483 & RP70165 INDICATES TELSTRA LINE APPROX DRIVEWAY LONG SECTION A-A Gympie Tce, NOOSAVILLE ALIGNMENT, BUILDER TO CONFIRM EXACT LOCATION PRIOR TO WORKS Scale 1: 200 Pate: April 19 Drawn Ck Design TH oO 1 2 3 4 ?m1:100 @ At Checked: Drg No. A 1:200 @ A3 RPEQ 5835 28292-OW9.2 S Richardson
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