J Acoustic Report · 132007.2398

 

 

 

 

 

  

 

 

 

 

 

 

 

  
   

     

 

      
  
     
 
  
 
  

  
 
 
  

 
 
 
 
  

   
    
  
         
    
  
    
  

     
 
   
  

 

 

 
  
 
   

     

 

 

 

 

 

 

 
 

 

   
   
   
        
     
  

 

 

 

 

 

 

 

 

 

  

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BE RL 102.1057 ~ Tiny ye TI =

EARTHWORKS VOLUMES: /OFL RL 102.40 AoE ~ 2 Dis AN SS

CUT = 41137m? & ~~~. NANSS W7 SS ee

FILL = 38600m? ZR (BERL 102.05 _/ BE RL 100.9S5NNNS7 4 1 HY Se

cut : 3 Uf Ee SF FL RL W357 ~~~ y Sas

x0.87 = 35789n PE ~\priis S Ye BE RL 100.10\S KOZ
BA ENE Seen EOE = - — BE RL 102,00 RG, RE 100.60
= . :

NOTE: VOLUMES SUBJECT TO *. 4 i aS 2 os RL 102.30, oe INN

CHANGED ONCE THE STORMWATER \ ‘ Ca PW NESSA GE RL 0190 a 100.80 Z

QUALITY BASINS/PONDS HAVE LYE Gf OSS SS FL RL 102.2 4

BEEN DESIGNED. Vif. AT. ee . i . | AW 7

OM, BE RL 102.20 » ZL BIO AND DETENTION
LOE . FL RL 102.50 wo f BASIN JO BE FINALISED
DF SMP OISOMSN XM en a
EARTHWORKS STRATERGY SUMMARY: Le iA 7 ON SOO ‘ a \
1. ALLOWANCE OF 300mm FOR HOUSE SLAB IN Che ag RN N SS . 0 ae be ; /
EARTHWORKS DESIGN Wo 7 Rueae oe BE RL 102.08 ANN aN 4

2. FLAT PADS THROUGHOUT OTHER THAN THE AGED CARE (A ao i. FL RL 102.35 \ Gee Vooe ‘a
FACILITY AT 1.0% 18/ ot BE RL 102.40 ¥ s NO BE RL“W0175

3. MAX STEP BETWEEN LOT SIDE BOUNDARIES IS 0.650m ge er FL RL 102.70 BE RL 102.10 ex SS ONES

4. MAX DRIVEWAY ENTRANCE GRADE IS 12% iy Keg (asi eo FL RL 102.40 Ve SSS \ B

5. MAX ROAD GRADE IS 5.50% = oe >, BE RL ZY a oo 4 tle f7 Ao ~ ' — - - oe =o 7 ——— :

6. REAR OF CLUBHOUSE WILL REQUIRE APPORX 2.0-3.0m Vl FOG XFLRL 10290 NOH pe a s02.48 <7 ‘Li Ca a VA ‘ :
RETAINING WALLS i Ls = SLX PRL WIE SN AGI ALA RL 905.05 WO SSG (“tng }

7. DESIGN CONTOURS ARE AT 0.10m INTERVALS y a+ 0 BE RL 102.80" PS oe? , a> ze ISX) Ss SN : . | r y

8. EXISTING CONTOURS ARE AT 0.50m INTERVALS va Ve 4 FL RL 03.10~ \H 6 pe w22\ >, A,72VF : CIWS, POND AND DETENTION Be Vesee as

f \ S 2 > E BE RL 104.75 ces SS a SS 3 y

9. CUT = ORANGE Yh XFL RL 102355 XZ Y ‘104. — We Ye, BASIN TO BE FINALISED ; , ;

10. FILL = BLUE RA AK te a wood ae oe oo Sahl ehe) BE RL > SNQ ;

11. RETAINING WALL ARE REQUIRED IN THE REAR AND FL RL 103 7 oe RL 1033 Me 4G ‘i ae \\\ : j ; ¢ 7
ALONG SOME SIDE BOUNDARIES FRONTING ROADS Bee Ne FL RL 102, 4 Uy, V2 BE RL 104.75 7; ¥ 7 (Fee f / - ois BE RL 10
THESE ARE SHOWN IN MAGENTA 7A BE RL AION en VG FL RL 105.05 BERL 02I5\ | 4,7 +S LN i | . FL RL 10

FL RL A038 A Gee io KE, 7 oF nL 10205 \,) ee Lf E XS . ie :
es FL RL 1021 be BE RL 104.75 Ves77 i SSN NS
BE RL 193.45\_/ x ee FL RL 105.05 BE RL 102.35 1 BE RL 101.
FL RLAN3AS . 1 GE 7 FL RL 102.65 Vy FL RL 102.25
4 (WAC ERE RL 104.75 i tle 7 NSN
BE RL 40270%_” WU A A 105.05 BE RL 10255 4 Fe, RWB be
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ze . 2A Be Rt 102.55 \ \\ BASIN TO. BE FINAL BE RL 102.05” BE‘RL 10340 | BE RL. 105.20
el. AFL RU 102.85 Wy tb FL RL 10235] FL FL RL 103.40 FL RL 105,50"
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a BE RL FL RL 103.6 FL RL 103.4 (eee es Naan fioe |. aerate)
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fl » eed oe INSANE
fe a RL 102.90" BE RL 104.20 | f- 1 BERC 104.20 |} BE RL 166.05
Ae RL 105.20 FL RL 104.50 7 FE'RL 10650] FL RL’ 106.30 7
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104.207 : se RL 103.30 BE RL-104.75 eh 104.95 ye BE RL 106.45
oY ¢ BE RL 103.30/B€ RL 103225 Gea R ep AL RL 505 FL a ARN
_|FL RL 103.60/FL RL 103.55 ———— Le —— =
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ge \ = | FL RL 104.05. NI AL RL 05.65 | Jf RL 07.00
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FL x ae JE RL 103.45BE RL 103.55 S / : 1
. f L RL 103,75/FL RL 103.85)FL BE AL wo BE/RL 107.30
Ex-t04-204 BE RL 102.95 a FE RL 106.2 0
FLARL 103.25,/ 7 /
» \ ABE RL 103.00

 

 

 

CONCEPT PLAN ONLY
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FL RL 196.20 FL RL 106.80 FL RL 107.20/FL RL 107.50)

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