110586-1C · OPW11/0320

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

                          

 

 

                 

 

 

 

  

 

 

 

 

 

        

        

 

 

   

 

 

 

 

 

     

 

 

 

 

Protect your » |Z
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Manual of Uniform Traffic Control Devices melstra HEA 3 —
| It is the responsibility of the EYES RG Sle O
&® & & AUSTRALIA Foreman to contact the EARS — = 2 os
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IN ACCORDANCE WITH THE MANUAL OF SERVICE LOCATIONS ON 1100 FOR DETAILS services prior to construction + gz 1s
UNIFORM TRAFFIC CONTROL DEVICES. p : | ero) 3 a
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- 0, Location to be confirmed on-site | ry a- UY
ee _ *% 40.200 90° r&8'13” hes \
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+ L Existing Sewer line — — — 108.17;
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| 105.710 7 to be Replaced with ee
SEWERAGE NOTES / 150 uPVC Class SN8 sewer /
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1. WHERE DUCTILE IRON PIPE IS SPECIFIED T SHALL BE CLASS { db 250-DIA-DICL |
PN35 HEAVY CEMENT LINED. J ine encased by a >
Slieve q tu
2. | WHERE SEWERS ARE LAID IN FILL; SUCH FILL SHALL BE | | Neg — x=
COMPACTED 95%|STANDARD A.A.S.H.O. IN MAXIMUM LAYERS OF | Ot . oN hy Ss
150MM. PROOF QF COMPACTION IS TO BE SUBMITTED TO THE | wh | ‘Rr SIE
SUPERINTENDANT, 4 | : | NS SEVE \ 4 oo
\ ; | Reconnect existing house is SeVEG || s
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3. HOUSE colnecnon Whancues TO BE INSTALLED IN a | on to new HCB | 10 07. | ” ~ f
ACCORDANCE WITH UNITYWATER STANDARD DRAWINGS. oo | | 7.477 5 426|  | Zils co | ©
e 104 7a al ~ — & PAPA | DIRE e| =
4. ORKGON EXISTING SEWERS!TO BE CARRIED OUT BY b | oe | alan aia
| ngs 1 PIIBABERS COST. a | | | 10r8ip725 x OS eo
5 yp aniaoR0 SHALL BE INTERNAL AS PER UNITYWATER STANDARD Sl HCB TYPE A S| | ; | en
OARS | AR | | OFF. 2.0 m RIGHT = | sd 2. =
6. __ SEWERS TO BE LAID IN ACCORDANCE WITH UNITYWATER NY | SL 106,35 f | ote | ce
GUIDELINES, BEDDING TYPE 1 UNLESS OTHERWISE INSTRUCTED. | | IL 105.15
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7. MIN. cunt COVER SHALL BE 900 MM IN LOTS AND NATURE | CH 6.5007. Q29 ~] S
STRIPS AND 1200 MM IN ROADWAYS. > >
8. SEWERS cbnstRucrED AT GRADES GREATER THAN 1 IN 6 \ I DY OQ 3
SHALL BE PROVIDED WITH CONCRETE STOPS IN ACCORDANCE WITH z 7 ©
UNITYWATER’S GUIDELINES. ‘(| <
9. PREFERRED SEWER ALIGNMENT IS 1.5M FROM FRONT AND REAR \ _ Oo a S
BOUNDARIES, AND 1M FROM SIDE BOUNDARY. \ \/ Ft o ot © KC wo
TRS KY aly SKY48 | TR SS Ss n or f
| +9 WANHOLE-COVERS_SHALL BE _600MM_CLEAR OPENING DUCTILE Ree | + im be 5-9 —~STIppy & ; SB a
IRON COVERS AND CAST IRON FRAMES AND BE 100 MM ABOVE IV 105,793 \ 105.888 ~ —— { = ow
FINISHED SURFACE LEVEL AS PER UNITYWATER STANDARD DRAWINGS. ———————->—— 10879 LH03\ 008/106. Fag~ —\\ LS toe of 106"995 107,294 1 x e ¥y
Oo EB Ee eT —__—_ 10643 \ , J/ 08-469 SN ee ~
11. HOUSE CONNECTIONS IN ADJOINING PROPERTIES TO THE SEWER NS-Ns RQe NN ] oO 1St TS a LESBO pg TE/CNR TE/CNR \| W Oo <
LINE SHALL EXTEND 1.0M INTO THE PROPERTY BEING SERVED. 104 Pp NS X rr ZB 106-594 ————— —L TELM, TE/CNR fe a
B EB, 46: — — — ——} = _ _ = — +-F07| 7.265 | Q 2
12. ALL HOUSE CONNECTIONS JOINING TO SEWBRS DEEPER THAN 091 1007. a < HE = fore 07°50 W) 5
3.0 M ARE TO USE SUGDEN FITTINGS. + 104.855 _199.447— oo yo 77 & x
BB 103.47g——— no er nee 277 o
eer o TOPAZ STREET os JN 5
— at 103 -45102-961— ‘
__NS 104.477 — 9-423 STN/Dpy _ Ns 107.40
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NS 105 _
AlitalobgVELS AHD DER Ns 05.823 —_
toe 105.657