APPROVED Amended Plans · OPW11/0320

   
   
 
  
  
 
 
 
 
 
   
     
  
  
  
 
 
  
  
  
   
   
  
  
  
 
  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

        

 

  

 

 

 

 

 

    

 

 

Protect your »
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Manual of Uniform Traffic Control Devices Selstra HEAL _
It is the responsibility of the EYES Sle oO
© ®& AUSTRALIA Foreman to contact the EARS _ - |. g wh
NOTE: ALL SIGNS & LINE MARKING TO BE NOTE: TELSTRA PLING. LOCATIONS ANE TO BE. CONFIRNED relevant service cuthorities to Hanos = ©
PRIOR TO START OF CONSTRUCTION. PHONE DBYD ascertain the exact location of 5s |g Ln
IN ACCORDANCE WITH THE MANUAL OF SERVICE LOCATIONS ON 1100 FOR DETAILS. services: prior’ to’ construction . ES
UNIFORM TRAFFIC CONTROL DEVICES. p : nec i z a
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105.719 917 to be Replaced with NABH
SoH MERE DUGTLE IRON PIPE IS SPECIFIED IT SHALL BE CLASS Tad) (UPNG (Class! NE Seis!
PN35 HEAVY CEMENT LINED. s ie encased by a 250-DIA DICL >
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2. | WHERE SEWERS ARE LAID IN FILL, SUCH FILL SHALL BE 6.8 N§s 1 =
COMPACTED 95%| STANDARD A.A.S.H.O. IN MAXIMUM LAYERS OF 885 . i ay oS
150MM. PROOF QF COMPACTION IS TO BE SUBMITTED TO THE i "Rr Be S| =
SUPERINTENDANT, 5, Reconnect existing house NS sys i Sl wn
3. HOUSE CONNECTION BRANCHES TO BE INSTALLED IN — on to new HCB 107 $07.8 a {el a
ACCORDANCE. WITH pe STANDARD. DRAWINGS. oo | 477 op me | &lrag ee
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4. ORKGON EXISTING oe RS1TO BE CARRIED OUT BY 4 o = Janata t's
UNEYWATER AT TOEYELORERS COST. oS 107 RiH725 XS aI o ag
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6. SEWERS TO BE LAID IN ACCORDANCE WITH UNITYWATER N 105,847 SL 106,35 We 107. 45¢8VEG i =
GUIDELINES, BEDDING TYPE 1 UNLESS OTHERWISE INSTRUCTED. 108.148 IL 105.46 s ; 10a .
107.466 P. &
7. MIN. CLEAR COVER SHALL BE 900 MM IN LOTS AND NATURE CH 6.507.929 107.259 “865 PA hk S
STRIPS AND 1200 MM IN ROADWAYS. ‘ ea =
I RIPK.5.19 Ver SG
8. SEWERS CONSTRUCTED AT GRADES GREATER THAN 1 IN 6 : PA N&REGOR Y 8
SHALL BE PROVIDED WITH CONCRETE STOPS IN ACCORDANCE WITH 105.685" PEG 107 = a
UNITYWATER’S GUIDELINES. By loz Site =
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9. PREFERRED SEWER ALIGNMENT IS 1.5M FROM FRONT AND REAR NSIL/3 BS
BOUNDARIES, AND 1M FROM SIDE BOUNDARY. 3 S/SIAR © rs
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|__+6—-MANHOLE-COVERS.SHALL-BE 600MM CLEAR OPENING DUCTILE Res 3 Net PE TRX5.9—~stypopy & Eo. re / s 01 Seg] “4
IRON COVERS AND CAST IRON FRAMES AND BE 100 MM ABOVE : 105,793 105. er “| aa «
FINISHED SURFACE LEVEL AS PER UNITYWATER STANDARD DRAWINGS. teSa7G A03 06 73: x g
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11. HOUSE CONNECTIONS IN ADJOINING PROPERTIES TO THE SEWER _ S Ns ee : OS Set E WY =
LINE SHALL EXTEND 1.0M INTO THE PROPERTY BEING SERVED. Pp = TE/CNR a a
ail 104988309, °188:497 — 07.265 8
12. ALL HOUSE CONNECTIONS JOINING TO SEWERS DEEPER THAN 5 _ se —— . 07.97 = 3
3.0 M ARE TO USE SUGDEN FITTINGS. 104, 85 AAT : a rl +0: 217 SN
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