Original source · versioned page text
SCG 32204 - OPW Issue 3 - 06.10.2023
Attached to the e-mail OPW23/0137 - Lot 339 P 93113, 52 Peregian Esplanade, Peregian Beach.
THE SITE
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
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Page 2
KE CONSTRUCTION NOTES DRAWING SIZE — At SS =A HEIGHT DATUM LOT 339 ON P93113 Level Datum AHD Level Origin OPM 44280 Peregian Esplanade, Peregian Survey information provided by CADCON Surveying & Town Planning +\89 — sw/Ex LEGEND EXISTING SURFACE SPOT LEVELS. INDICATES OVERHEAD ELECTRICITY SUPPLY LINE INDICATES EXISTING SEWER LINE INDICATES WATER MAIN APPROX ALIGNMENT, BUILDER TO CONFIRM EXACT LOCATION PRIOR TO WORKS INDICATES TELSTRA LINE APPROX ALIGNMENT, BUILDER TO CONFIRM EXACT LOCATION PRIOR TO WORKS INDICATES STORMWATER DRAIN EXISTING AS NOTED ™ 70 OPM44280 RL7.539 EX. SWPT EXISTING STORMWATER PIT GENERAL: 1. DO NOT SCALE FROM THIS DRAWING. 2. ALL DIMENSIONS IN MILLIMETRES 3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE ENGINEER IMMEDIATELY. 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE DIAGRAM. EX. SMH — EXISTING SEWER MANHOLE EX. SCP EXISTING SEWER CONNECTION POINT E.0.B. EXISTING EDGE OF BITUMEN K&Cc EXISTING KERB & CHANNEL N.S.L. NATURAL SURFACE LEVEL FH. FIRE HYDRANT T.P TELSTRA PIT EP. ELECTRICAL PILLAR KERB EXISTING KERBING | RCEW REINFORCED CONCRETE END WALL / | SV STOP VALVE / | WM WATER METER | | | | | | 4 | ~— \ | “_ | | | t | www.dialbeforeyoudig.com.au SS DIAL1100 y BEFORE YOU DIG SITE PLAN — SITE SURVEY & EXISTING SERVICES Scale 1: 100 ALL SERVICES SHOWN ON THIS PLAN INDICATIVE ONLY CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO COMMENCING WORKS ON SITE. ALL SERVICES ARE TO BE PROTECTED IN ACCORDANCE WITH THE AUTHORITY RESPONSIBLE FOR THE SERVICE | | | | | | | | | | | | | | | | | A “| | | | CIVIL CONTRACTOR TO POT HOLE AND EXPOSE EXISTING SERVICES TO CONFIRM DEPTH PRIOR TO COMMENCING WORKS. TYPICAL ALL LOCATIONS. | | | | | | | | | | | I | I | I | I | I | I | ! BUILDER TO POT HOLE LOCATE AND CONFIRM EXISTING SERVICES LOCATIONS & LEVELS BEFORE ANY EARTHWORKS ARE CARRIED OUT. REPORT ANY DISCREPANCIES TO THIS FIRM. T | I | 1 | o 3 No oO 58 ©®9 >> ao 10.06. Revision | Description Date “FOR APPROVAL DO NOT SCALE FROM THIS DRAWING The design and associated details contained on this and associated drawings are copyright and are not to be used or reproduced without the written permission of SCG Consulting Engineers. Unit 1/11 Project Ave, Noosa Heads Ph (07) 5455 5604 email:[email protected] web:www.scg-engineers.com ABN 40 098 481 299 DEBUILD T/A Title: SITE SURVEY & EXISTING SERVICES Project 52 Peregian Esplanade Peregian Beach Date: Aug 3 Drawn Design H . Checked: Drg No. jress, \ | 32204 -OWl.1| -
Page 3
DRAWING SIZE — At = HEIGHT DATUM LOT 339 ON P93113 Level Datum AHD Level Origin OPM 44280 Peregian Esplanade, Peregian = Survey information provided by CADCON Surveying & Town Planning FFL 3 + 7 38 14.835 Roof Tce Balustrade OPM44280 P93113 RL7.539 | v a“ os x _ / r-—-f---- Lo — ee J 4 | J | / ! a | I 2 | —2— | Ff . | | | N | 322 g I | / | / s | P93113 / vo | / / | 3B | 2 | | / / | sg / | | 8s 8 ° ‘ 8 s 2 1 / : : / | /\ Ss | / y | 3s J | | [i & M | L | / | / / J 7 | § | J/ i, / / - o | FFL ) ¢ / / a - Ysa Ss / 986 iff ; os 339 | | | / / FALL SITE TOWARD | / | SILT FENCES. | Y | - NN | oY | \ L / | / | | \ “ y | \ / | a | | DASHED LINE mocres | \ — | / PROPOSED BUILDING | . | | FOOTPRINT | \ | | \ | | \ nnninn pose | | x WM) PLAC | \ ® Nw WINN 5 \ WHIM ee | x \ IMI (Ne | \ AN, (7 | | / WANN pe | \ S/MIME, L X | 7~ yuuuUL LZ = SILF SILT SILT i cI __! _ _ i ' — eI = 7 St ——F | LEGEND PROVIDE RUMBLE GRATES DURING SITE BULK __--77 INDICATES PROPOSED SURFACE EARTHWORKS. 4g07 CONTOURS AND LEVELS TO AHD. 80-120mm ROCK (NO FINES) HARD STAND OVERLAY 4\80 EXISTING SURFACE SPOT LEVELS. 340 FOR DELIVERY'S DURING P93113 CONSTRUCTION. TYPICAL. — E —— INDICATES OVERHEAD ELECTRICITY SUPPLY LINE INDICATES EXISTING SEWER LINE —_— w———_ INDICATES WATER MAIN APPROX ALIGNMENT, BUILDER TO CONFIRM EXACT LOCATION PRIOR TO WORKS > ——_ INDICATES TELSTRA LINE APPROX ALIGNMENT, BUILDER TO CONFIRM EXACT LOCATION PRIOR TO WORKS — SW/EX INDICATES STORMWATER DRAIN EXISTING AS NOTED —_——_—— SLE SILT RETENTION FENCE TO DETAIL www.dialbeforeyoudig.com.au DIAL1100 BEFORE YOU DIG ALL SERVICES SHOWN ON THIS PLAN INDICATIVE ONLY CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO COMMENCING WORKS ON SITE. ALL SERVICES ARE TO BE PROTECTED IN ACCORDANCE WITH THE AUTHORITY RESPONSIBLE FOR THE SERVICE Scale 1: 100 SITE DRAINAGE — CONSTRUCTION ENSURE GROUND PROFILE DURING CONSTRUCTION FALLS TOWARDS THE CENTRE OF THE ALLOTMENT THEN TOWARDS THE FRONT BOUNDARY WHERE RUNOFF WILL DRAIN THROUGH THE SILT POND & SILT FENCES. IN NO INSTANCE SHALL THE ALLOTMENT DRAIN INTO NEIGHBOURING ALLOTMENTS. SITE PLAN — SILT & SEDIMENT EROSION PLAN SITE DRAINAGE — CONSTRUCTION CONSTRUCTED STORM WATER PITS WITHIN THE SITE ARE TO BE COVERED UNTIL THE SITE IS COMPLETED OR TO BE FITTED WITH SILT PROTECTION MEASURES TO THE APPROVAL OF THE ENGINEER 6.625 900(W) GEO-FABRIC SILT FENCE, FIXED TO SPIKES ——» AND BURIED 300 INTO STABLE GROUND. 1200(L) 50 SQ. HDWD SPIKES, 1800 CTRS DRIVE 600 INTO GROUND. SILT FENCE DETAIL CREATE. BUNDING TEMPORARY HAR FOR DIVERISION | SILT FENCES.! YH LI II | | | | KE CONSTRUCTION NOTES —— GENERAL: EX. SWPT EXISTING STORMWATER PIT 1. DO NOT SCALE FROM THIS DRAWING. IN STAND T0 ICAL. I I | I I] ll I] II I] Il EX. SMH — EXISTING SEWER MANHOLE 2. ALL DIMENSIONS IN MILLIMETRES EX. SCP EXISTING SEWER CONNECTION POINT 3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE E.0.B. EXISTING EDGE OF BITUMEN ARCHITECTURAL DRAWINGS. K&C EXISTING KERB & CHANNEL 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE N.S.L. NATURAL SURFACE LEVEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE FH. FIRE HYDRANT ENGINEER IMMEDIATELY. TP TELSTRA PIT 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING EP. ELECTRICAL PILLAR SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL KERB EXISTING KERBING ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH RCEW REINFORCED CONCRETE END WALL THE ATTACHED CRITICAL DEPTH LINE DIAGRAM. SV STOP VALVE WM WATER METER / ~~ _ | —S—[ v m A m @ > z Mm oO. 7. DUST MOBILISATION FROM WIND ACTION SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE OF SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING AROUND BASE OF STOCKPILES MAINTENANCE OF SILT PROTECTION SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION MEASURES. SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT SUSCEPTABLE TO STORMWATER SCOUR. SILT RETENTION THE CONTRACTOR IS TO INSTALL APPROVED SILT RETENTION FENCES PRIOR TO COMMENCING ANY EARTHWORKS. THE FENCE IS TO BE CONSTRUCTED ALONG THE LOWEST BOUNDARY AND RETURNED UP SIDE BOUNDARIES TO ENSURE FULL STORMWATER ENTRAPMENT. Revision | Description Date “FOR APPROVAL DO NOT SCALE FROM THIS DRAWING The design and associated details contained on this and associated drawings are copyright and are not to be used or reproduced without the written permission of SCG Consulting Engineers. Unit 1/11 Project Ave, Noosa Heads Ph (07) 5455 5604 email:[email protected] web:www.scg-engineers.com ABN 40 098 481 299 C) St DEBUILD T/A Title: SILT & SEDIMENT EROSION SURFACE RUNOFF FROM WITHIN THE ALLLOTMENT MUST DRAIN TOWARDS THE FENCE AND SHALL NOT ENTER PLAN NIEGHBOURING ALLOTMENTS THROUGH THE USE OF SURFACE BUNDING OR SCOUR PROTECTED DRAINS. THE Project FENCE MUST REMAIN IN PLACE UNTIL SUCH TIME THAT FINISHED LANDSCAPING AND DRAINAGE MEASURES ARE INSTALLED 52 Peregian Esplanade Peregian Beach Drawn Design Pate: Aug 23 1H TH Checked: Drg No. Rev. Oannnt—~_ > ——Pm1:100 @ AICS " : : mae, | 52204-OW72.1 ° 06.16. N ° oO © > w \
Page 4
7
7.148
8
9
10
11
7.058
12
PEREGIAN ESP
7
9
8
11
6.739
339
10
6.763 6.671
1.73
1.
6.800
7
8
9
10
6.625
DILAPIDATION REPORT:
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 5
OPM44280
RL7.539
6.739
6.763 6.671
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 6
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 7
OPM44280
RL7.539
6.625
6.763
7.148
7.058
6.800
6.671
6.739
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 8
OPM44280
RL7.539
6.739
6.763 6.671
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 9
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 10
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16