SCG Engineering Plans

                                                                                                           (Highset House)
                                                                                                              SP233494
                                                                                                                              CP
                                                                                                                                                                                                                                                35




                                                                                                                                                    8.




                                                                                                                                                                           8.
                                                                                                                                                      29




                                                                                                                                                                            34
                                                                                                                                                                                                                                              RP63879
                                                                                                                                                                                                                                            (Highset House)




                  1.3 O.Nail
                   1.2
                                                                                                                                                   Emt A




                     9




                                                                       1.6
                       8



                                                        Kerb

                                                               1.6
                                                                                                                                                                                                                                                                                              CP




                                                                         9
                                                                                                                                                   SP233494




                                                                6
                                                                                                                                                                                                                                                                                            SP124749




                         1.4




                                                                                                                                         1.7
                             0




                                                                        1.6
                                                                1.6
                                            1.4




                                                                                                                                             0
                                                                           9
                                                                   6
                                                    1




                                                                                                                                                                          1.7
                                                                                      1.7




                                                                                                                                                                                                                           1.9




                                                                                                                                                                                                                                                                                  1.8
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                                                                                                                                                                                                                                                                 1.8
                                                                                                                                                                           6
                                                                                         2




                                                                                                                                                                                                                              6




                                                                                                                                                                                                                                                                                      8
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                                                                                                                                                                   1.75
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                                                                                                                                                                                                                                                                    0
                                                                                                                                  71




                                                                                                                                                                                                                    1.7
                                                                                                                                                                                                                                                   5




                                                                                                                                                                                                                       7
                                                                                                                              1.6




                                                                                                                                                                                                         1.8
                                                                                                                                                                                         1.8
                                                                                                                                  8




                                                                                                                                                                          1.7




                                                                                                                                                                                                                                                                        1.7
                                                                                                                                                                                                           3
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                                                                                                                                                                            6




                                                                                                                                                                                                                                                                           6
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                                                                                                                                                                                                                                                                                  1.8
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                                                                                                                                                                                                                                                                                     1
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                                                                                                                    37




                                                                                                                                                                                 1.7
                                                                                                9
                                            O.Nail in Kerb




                                                                                                                                                                                         4.
                                                                                                                                                                                  6
                                             RL 1.42m




                                                                                                                                                                                             99
                                               TBM




                                                                                                                                                                                                                                                                 1.7
                                                                                                                                                                                                                                  1.7




                                                                                                                                                                                                                                                                  6
NANNYGAI STREET




                                                                                                                                                                                                                                   5
                                                                     20.117m
                                                                      314°0'




                                                                                                                                   2.
                  1.3




                                                                                                      5. 5.3
                                                                                                       1.6 1.6




                                                                                                                                      34 L2. .35
                                           1.4




                                                                                                        10 9
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                                                                                                          7 7
                                                                               Gate
                                                 4




                                                                                                                                         F 2




                                                                                                                                                                                                         1.8
                                                                                                                                                                                                 1.9
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                                                                                                                                            46




                                                                                                                                                                                                                                                                               1.8
                                                                                                                                                                                                            2
                                                                                                                                                                                                    6
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                                                                                                                   6




                                                                                                                                                                                                                                                                                  6
                                                                                                                                                                                                                                                                         1.8
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                                                                                                                                                                                                                                                                           9
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                                                                                                                                13
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                                                                                                                                                                                   1.6
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                                                                                                                                                                                       5.
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                                                                                                                                                                                                            4




                                                                                                                                                                                                                                                 07
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                                                                                                       9
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                                                                                                                                                                   7




                                                                                                                                                                                                                                    1.8
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                                                                                                                                                                                                                                                           1.9
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                                           1.4 6
                    6


                                              4
                                          1.4




                                                                                  1.6




                                                                                                                                                           1.7




                                                                                                                                                                                                  1.7




                                                                                                                                                                                                                                                                                      1.8
                                                                                                                                                                                                                                                           1.8
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                                                                                                                                                              5




                                                                                                                                                                                                     1
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                                                                                                                                                                                                                                                                                       3
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                                                                                                                                                                                                                                                      79
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                              1.3




                                                                                       3
                                 6
                                  5




                                                                                                                                                                                                                 CP                                                                             2
                                                                                                                                                                                                                BUP6914                                                                     GTP101191




                                                                                                                                                                                                                                                                                                                          .                      .                                            .
                                                                                                                                                                                                                                                                                                                          Revision               Description                                  Date
                                                                                                                                                                                                                                                                                                                                        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:   OPERATIONAL WORKS:
                                                                                                                                                                                                                                                                                                                                                 SILT AND SEDIMENT CONTROL
                                                                                                                                                                                                                                                                                                                                    Project      Lot 36 Nannygai Street
                                                                                                                                                                                                                                                                                                                                                 Noosaville
                                                                                                                                                                                                                                                                                                                                    Date: Jan 2018             Drawn: CK               Design: TH
                                                                                                                                                                                                                                                                                                                                                               Drg No.




                                                                                                                                                                                                                                                                                                        Rev. - 10.06.16
                                                                                                                                                                                                                                                                                                                                                                                                  Rev.
                                                                                                                                                                                                                                                                                                                              Checked:
                                                                                                                                                                                                                                                                                                                                                               27285-OW2                                 .


[OCR of page images]
 

 

DRAWING SIZE - A2

KE CONSTRUCTION NOTES
Hel GENERAL:
1. DO NOT SCALE FROM THIS DRAWING,
EX. SWPT EXISTING STORMWATER PIT 2. ALL DIMENSIONS IN MILLIMETRES
RC. HW. REINFORCED CONCRETE HEADWALL DRAINS: QUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
EX. SMH EXISTING SEWER MANHOLE ;
4, ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
E.0.B. EXISTING EDGE OF BITUMEN DRAWINGS ARE TO BE REFERRED TO THE ENGINEER IMMEDIATELY.
K&Cc EXISTING KERB & CHANNEL 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
NS.L NATURAL SURFACE LEVEL WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
LOT 36 ON RP 63879 FH FIRE HYDRANT WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
|!| Level Datum AHD Tp TELSTRA PIT DIAGRAM.
Level Origin PSM97268, RL 1.589 FILLING NOTES:
N ever wrigin m EP. ELECTRICAL POWER POLE “THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND

—THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL DRUM ROLLER

KERB EXISTING KERBING DEBRIS.
| | TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%. THE COMPACTION IS

    
     
 
  
   
 
  
  
 

   

 

 

 

 

 

 

 

    
   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| = TO BE SUFFICIENT TO ACHIEVE A BLOW COUNT OF 7 BLOWS PER 300mm
ze WITH AN APPROVED PERTH SAND PENETROMETER FOR A DEPTH OF 1.0m
mn |i 29 BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST RESULTS SHALL BE
zs a PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
L < | y s THE FILL MATERIAL CLEAN GRANULAR MATERIAL (I.E. SAND TO A CLAYEY
Le \ Le __ __ J SAND IN ACCORDANCE WITH AS1726) BE FREE OF ANY ORGANIC MATERIAL
| Le — ow | AND HAVE A CLAY CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS
mode 35 | THAN 25% LINEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
| 2 nr INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS REMOVAL TO
ee no SG Ree EX. SMH ENSURE ITS COMPATIBILITY.
| THE FILL IS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH
tat AS379B-1996 TO A LEVEL SUFFICIENT TO ACHEVE A LEVEL 1 CERTIFICATION
oth /e4 EX. EASEMEREIntAS cp WITH A MINIMUM RELATIVE FIELD DENSITY OF 98% COPIES OF COMPACTION
zip | & , Lo ranao TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR
2 ‘EP seh RP. BOUNDARY APPROVAL
. GS = = Ss SS SS SS SE -SLF— — — —FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES IS TO BE IN
Qo le S ee STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND SPECIFICATIONS.
g I : e AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL BE
7 oN. boo fig Hs BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE
Lom 4 | “i \ ¥ | WITH AS2B70-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%
| il TN 80-120mm ROCK (NO FINES). ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE PREPARATION
bo wu ©\ + HARD STAND OVERLAY 4, SHALL BE REMOVED AND REPLACED WITH THE APPROVED FILL MATERIAL
Ze LM. , ~ COMPACTED IN ACCORDANCE WITH AS2870-1996 10 ACHIEVE A MINIMUM
wl le Els Lg] ‘FOR DELIVERY'S DURING SI | | RELATIVE FIELD DENSITY OF 98%
i Sl ]Ssem A] | —-— CONSTRUCTION. TYPICAL. \ SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED PRIOR
tu NM ~ 2 TLE AD | +444 | TO CONSTRUCTION COMMENCING.
Ww PK
vv WAY 13 Ee < - tty |
kK CY, Vac Pie _ elt ++ +
SN cl 4m 4547 <7 +
_ 3 LAA X io Y k S
< o SAM / ALY \ fy
® SI / 4 is A XE — _ —
® /
S Sen a
< 7 >|
= + +
Fh F. a z CREATE BUNDING IN .
(os gi FOR DVERSION INTO. SLT RETENTION
~ SILT FENCES. TYPICAL THE CONTRACTOR IS TO INSTALL APPROVED SILT
| ’ . 900(W) GEO-FABRIC —{ RETENTION FENCES PRIOR TO COMMENCING ANY
LEGEND | $—--—ar- ee a SILT FENCE, FIXED TO ——_._ EARTHWORKS, THE FENCE IS TO BE CONSTRUCTED
LEVEN Jn | 1 = SPIKES AND BURIED 300 Ss ALONG THE LOWEST BOUNDARY AND RETURNED
_-—_ INDICATES EXISTING SURFACE CONTOUR / = 4 oo ; INTO STABLE GROUND. © UP SIDE BOUNDARIES TO ENSURE FULL
AND LEVEL TO AHD. | STORMWATER ENTRAPMENT. SURFACE RUNOFF
® FROM WITHIN THE ALLLOTMENT MUST DRAIN
“\ TOWARDS THE FENCE AND SHALL NOT ENTER
Vv
4 EXISTING SURFACE SPOT LEVELS. moo | | e 2 +0011) 50 SO. HOWO NIEGHBOURING ALLOTMENTS THROUGH THE USE OF
| e  40 Bursts crProriet (L) 50 SO. H SURFACE BUNDING OR SCOUR PROTECTED DRAINS.
E INDICATES OVERHEAD ELECTRICITY | a nO TO ox CTRS ORIVE THE FENCE MUST REMAIN IN PLACE UNTIL SUCH
SUPPLY LINE 4 600 INTO GROUND. TIME THAT FINISHED LANDSCAPING AND DRAINAGE
™ MEASURES ARE INSTALLED
INDICATES EXISTING SEWER LINE
SITE PLAN — SILT & SEDIMENT CONTROL SILT FENCE DETAIL
r INDICATES TELSTRA LINE APPROX Scale 7. 200
ALIGNMENT, BUILDER TO CONFIRM EXACT ,
LOCATION PRIOR TO WORKS
DUST MOBILISATION FROM WIND ACTION
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE SITE_DRAINAGE — CONSTRUCTION SITE CONTROL TO INCLUDE PROTECTION AGAINST THE
—sw/ex———— _ INDICATES STORMWATER DRAIN PROPOSED ONLY CONTRACTOR 10 LOCATE ALL SERVICES ENSURE GROUND PROFILE DURING CONSTRUCTION FALLS LTO INCLU ION AGAINST TH
OR EXISTING AS NOTED MIN 1 IN 100 PRIOR 70 COMMENCING WORKS ON SITE. ALL TOWARDS THE CENTRE OF THE ALLOTMENT THEN TOWARDS CARRIAGE OF SOIL SEDIMENT FROM WIND ACTIONS. SITE
FALL UNLESS NOTED OTHERWISE SERVICES ARE TO BE PROTECTED IN THE FRONT BOUNDARY WHERE RUNOFF WILL DRAIN THROUGH FOREMAN TO COVER ALL STOCKPILES WITH HESION OR
THE SILT POND & SILT FENCES. IN NO INSTANCE SHALL THE SIMILIAR, PROVIDE SILT FENCING AROUND BASE OF — —
INDICATES WATER MAIN APPROX ACCORDANCE we THE AUTHORITY RESPONSIBLE ALLOTMENT DRAN INTO NEIGHBOURING ALLOTMENTS. STOCKPILES Revs Description Date
ALIGNMENT, BUILDER TO CONFIRM EXACT ssue:
LOCATION PRIOR TO WORKS FOR APPROVAL
SITE_DRAINAGE — CONSTRUCTION MAINTENANCE OF SILT PROTECTION an. Unit 1/14 Project Ave
—— — — st SILT RETENTION FENCE TO DETAIL CONSTRUCTED STORM MATER eon ten be TG ae 10 SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT ) SCG Noosa Heads"
PROTECTION MEASURES THROUGHOUT THE DURATION OF THE < Ph (07) 5455 5604
OE NICER CC TON MEASURES TO THE APPROVAL PROJECT. ANY BREACHING OF THE PROTECTION MEASURES ‘t snaking ered con
MUST BE REMEDIATED IMMEDIATELY AND REPORTED TO THE z fovsoow wen
7 a ENGINEER FOR CORRECTION MEASURES. SILT RUNOFF
www. dialbeforeyoudig.com.au PROTECTION IS TO BE MAINTAINED UNTIL SUCH POINT THAT Title: OPERATIONAL WORKS:
LANDSCAPING IS COMPLETED AND NOT SUSCEPTABLE TO SILT AND SEDIMENT CONTROL
DIAL1100 STORMMATER SCOUR, Project Lot 36 Nannygai Street
BEFORE YOU DIG _
Date: Jan 2018 Drawn: CK Design: TH
p
0 1 2 3 4 51100 @ AD Checked: Drg No. Rew
Tue: A §] RPEQ 5835
| S Richardson 27285-OW2 .