Engineering Drawings Part 3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

   
 

 

    
 

   

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

      
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

HANHOLE/END NAME OM © OM wO& OOaHwW © AWM MAM MAW AWS %)
MANHOLE TYPE & DROP zg ¢ gig ¢ ge gig gig e/g gle ¢ gg ¢ gig ¢ zig ¢ ele fo gig Z
I I I I I I I I I
LID TYPE a a a a a a a a a 2 a
JUNCTION LINE & DROP - i> | = i> -
T wle Tale Ie lelelel le Isl = Ts l ele T mle = Isle] = =
DEPTH TO HC | 2/8 | bid fa [= [ZRF a \s a | a|h | S|2 | als a |E/E m a
HOUSE CONNECTION I ale | gly le} —Ialglella| lel gs | als | gle | ale g lag) a) g
INVERT LEVEL wy sya Ip lz/= IS = I= we 3 | 03 =< ope 2 Is |= wo 5
HC TYPE | slo | o |= |S]=|s] Js |=| 3 | ols | 2/c | slo 2 |S[5} so
HC LOT No | ale | 8B | ls] |e} |B || 3 | sls | 3 | sis 2 lz|2| 8 z
t+} tS] tele | tle te tale (Tale 3
CH. FROM D/S MH | a | EE ig) 2(8/8| /s|_— ig] 8 | a | &e | &e g igfg] g|
2/2 al s 2/4i8| |S S| 2 == 2/2 4a 2 Sis] 8 s
LEGEND 2 2 2) 2 ) 2 2 2 »?
STRUCTURE _TYPE Luo oo Ufo / oo “oO oo 4
900B CONCRETE LOCATED IN e
G | ROADS, FOOTPATHS OR LOTS. c c (( r ( c c c s c
DEPTH<3.00m | | I} I | | | | z |
12006 CONCRETE LOCATED IN | | | | | | | g |
F | ROADS, FOOTPATH OR LOTS. s§
3.00m<DEPTH<4.25m | _ | i | i bod < | = |
x | 1200 CONCRETE LOCATED IN | 3g | I} | | | 3 | 3 =|| 3 |
ROADS OR LOTS. DEPTH>4.25m | = | if | | & | & eh g |
600 PE MAINTENANCE SHAFT x i # #
MS | LOCATED IN FOOTPATHS OR LOTS | g | I) | L-T] | g | §g | |
1.30m<DEPTH<5.0m all 3 all | | =| a] zl 4 | |
Nee a 2 dl if | | qi 2 ae \é |
"VB" = VERTICAL BEND 2 Z| Z| 2 Z| 2 Z| a
‘HB’ = HORIZONTAL BEND | | S| | | f+ | | | 3g |
STRUCTURE COVER TYPE L | a Wy | | lis 18 |
B_| NON-TRAFFICABLE a | = | | 2s 5
D_| TRAFFICABLE | & 22 2 y"
D(BD) | TRAFFICABLE WITH BOLT DOWN : | s| | | | | EE Z| > |
MAINTENANCE HOLE DROP TYPE | II | | Bea |
A_[FALL THROUGH MH A x | | /X concrete BULKHEADS To | Bes | |
C [OBLIQUE 45° BACKDROP SEQ. STD. DRG. 1206-1 me
D_[EXTERNAL BACKDROP | in Eo | —
MAINTENANCE SHAFT DROP TYPE 2|F2| 1
|} —_— 4 SaULaDS | Ieee | |
| || AT 10:00 CRS: | Zee |
NOTES | ll | lbs | |
1. ALL PROPERTY CONNECTIONS TO BE 1100 | I | | | | |
UNLESS NOTED OTHERWISE | I | | yy | | | § BULKHEADS
2. REFER N13078-206 FOR SEWER PROPERTY AT 10.00 CRS
CONNECTION TABLE | I | | | | |
® CROSS ROAD HOUSE CONNECTIONS | I | | | | 4H |
\ Ve \ \ \ \
SN \ ~~ \ N SA SN \
1 1 DATUM al 0.0 | ) DATUM Rl 5.0 ‘ 1 }
T It IF
ROAD RESERVE ROAD RESERVE oan RESERVE ROAD RESERVE ROAD RESERVE ROAD RESERVE ALLOTMENT
STREET ETC . E : . f
| | | | | | | |
DIAMETER 160 PE100 CLASS SDR21 160 PE1O0 CLASS SDR2| 160 PE1O0 CLASS Sb#21 160 PEIOO CLASS SORZ| 160 PE100 CLASS SDR21 160 PE100 CLASS SDR21 160 PE1O0 £LASS SDR21
| | | | | | | | |
GRADE J: 100.00 _, 4: 100.00 J:10000__ 4: 19000 1:7500__4 4:7500 | 1:970 | 1:42.00 | 4:42.00 J:10000__; 1: 100.00 410000 _; 1: 19000 J:10000__ 1: 190.00 yt0000 | 910000 4:12.00
rH rH mh A rH mh mh rH rH
JUNCTION INVERT LEVEL | | 3 | | | | | | s |
= gel = gee! - m glee! wll lj. ekh! s ~ eel 2 a sel « 2 aml = 2 alm wala -
DEPTH TO INVERT & S88 8 a SEE) & = S65 sel esl8 see & = SEE & = SRE &§ & ER 8 = 2|2 SREB 5
LL tL ia ia tL LL LL LL LL
INVERT LEVEL g gkel 8 ge eel gs 2 ggei abel ale gekl s g gk 2 g gs! g 2 gkel ¢ a g/g s33! g
OF SEWER a ee] = = =F = = KrF FFF) ale eek = e RFR) = =e | | = = = RR = s sls 2 FP s
Ty ry ry ry ry Pry ry Ty ry
DESIGN SURFACE g} Se 8 Bs} See) 2 gs} ek =e8 8) S88 & g) gs] & 8] «BRB g| 866 & z} 8} «6S 88l =
LEVEL =) FRR FLFR) F - rey Frey | FRR “Pry F “FFF F =) SFR “FL SRR .
- el ~ e clot om < whe Ll wa lelea| * elon! < oll ~ - el ~ - ell e e o elelyl =
RUNNING CHAINAGE = =o a = = ER! 5 2) SBE =e! 2 ad a = oP a = aa a = oer 5 S| 2 25 B
Ltt Ltt | rr rr Li Li Ltt LT
Ta i 207 7456 TTT 12078 TStt 56.265 5* i 7.690 iT 1.207 ik am 6.207 Ta 25.199 7310 22961 68.000
LINE R2) 5 R15 R20 R20 7 | R2 9 LR R20] 40
570m 502m 1.788m 594m 570m, 570m, 462m
(ROAD He CROSS scam (ROAD'HC CROSS CONNECTION) (ROAD HC CROSS CONNECTION) (ROAD HC CROSS Eon (ROAD HC CROSS CONNECTION)
FILE: N13078-205.dwq DATE: 16-04-2014 TIME: 11:24
Xref's: X-N13078-TIT X-N13078-BASE X-N13078-SEWER RETICULATION USR: nathan taylor
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AMENDMENT DETAILS DESIGN CHECK SURVEYOR: RPS
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