Engineering Drawings Part 3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

5 1 SA 1 2 1 1
MANHOLE/END NAME / %) 4 / 2 2 / ?
oo ITS Toa) co = 3
MANHOLE TYPE & DROP {2 sig ¢ ele 2/2 € fo ls 2
LID TYPE 2 [2 2 2 2 2 2
JUNCTION LINE & DROP - | - - |
s e I e s s s| 2 slel sle/lslel ele
DEPTH TO HC a a | a 5 a =) 8 B/S) S/S] | sys) os “ F “ -
| g STORMWATER PIPE
HOUSE CONNECTION a} 3s} | 8 8 g s| 8 \a| g\a|| 2|8| Sis gs) Ls
INVERT LEVEL = a | Fa} = 2 = = wie] sie | s[e| sie 1
z
z
HC TYPE 2 3 | = = oS a] sie] sls}| sje] giz z\S
es) 2 fg 3 5 | 3 sls] s/s/I s/s] als ale
HC LOT No 2 a B 8 5 8} 8 e/s| 2/s|| S/8| 3/2 aie A
> t el 2 elel' Jel sle EC
CH. FROM D/S MH z| 8 | § 8 2 =| 8 8/8) S/§)| S/S) Z/= |=
z a : 2 a S x{ 5 Sle] sla] s[si ais |
T T 1
LEGEND | | CONCRETE PIER 17.5MPa
STRUCTURE TYPE | | “
900@ CONCRETE LOCATED IN PROPERTY CONNECTION
G | ROADS, FOOTPATHS OR LOTS. | | TABLE > SEWER MAIN
DEPTH<3.00m | | aS
1200% CONCRETE LOCATED IN TYPE A
F |ROADS, FOOTPATH OR LOTS. | | STANDARD & EXTENDED <0.300m
3.00m<DEPTH<4.25m | | 2
1200 CONCRETE LOCATED IN a
X [ROADS OR LOTS. DEPTH>4.25m | | AY a A2
600% PE MAINTENANCE SHAFT | | 8 .
MS | LOCATED IN FOOTPATHS OR LOTS | | MH/MS — |MH/MS) 2 LENGTH = TRENCH WIDTH
4.30m<DEPTH<5.0m AB Ab
a! a
ERTICAL BEND | | “WHEE * STORMWATER / SEWER BRIDGING DETAIL - SECTION
= HORIZONTAL BEND |.
. NTAL | | SLOPED CONNECTION 0.301m-0.500m Sone ie tn
STRUCTURE COVER TYPE | mn .
B__[NON-TRAFFICABLE | L- _ + Bt » 4] pe
D_| TRAFFICABLE | | | ot Z
D(BD) | TRAFFICABLE WITH BOLT DOWN | nox of fa nn
MAINTENANCE HOLE DROP TYPE | | | "L. pants 1.20m
A__|FALL THROUGH MH | B3 at - Ba
C_[ OBLIQUE 45° BACKDROP |___—— | 0-50 max—_| 0.50 mox x! = = x
D_[ EXTERNAL BACKDROP | | TYPEC |
MAINTENANCE SHAFT DROP TYPE | | —r
MS-A | BULB CONNECTION (20mm/OBVERT) | = BULKHEADS! | I Fe
= >=750nm a a io]
MS-B | RISER CONNECTION (>=750mm) | AT 10.00 (RS |
NOTES: | | 1.50 max: womax-] of YA ------4 Og F-------- ------4  , F-------
1. ALL PROPERTY CONNECTIONS TO BE 1100 BULKHEADS | | Ms Ms |e
UNLESS NOTED OTHERWISE a AT 10.00 CRS | | at NO
® CROSS ROAD HOUSE CONNECTIONS 3 | 0.75 min + | 0.75 min 4] Cy
a 2 BULKHEADS: oo
| AT T0p0 RS | Hy |e gE oo CONCRETE PIER
| | i ze
<
| | Sl S| SEWER MAIN 75mm BEDDING
| | ges SAND UNDER PIPE
Zz
| | =é
} { gv
milo
STREET ETC ROAD RESERVE ALLDTMENT ALLOTMENT ae
| |
DIAMETER 160 PE100 CLASS SDR21 160 PE100|CLASS SDR21 160 PE109 CLASS SDR21 STORMWATER / SEWER BRIDGING DETAIL - ELEVATION
SCALE 1:20 (A1)
GRADE 1:10.00 1:10.00 1:17.00 1100.00 1:10.50 | 1:36.00 SCALE 1:40 (A3)
{ {
~ ry = 2 ry X= WIDTH OF CONCRETE PIERS (mm)
JUNCTION INVERT LEVEL 3 Lr | gs S Lr | PIPE SIZE FIRM/STIFF CLAY SAFE | STIFF/VERY STIFF CLAY
~ | | | ~ ~ | | | BEARING >150kPa SAFE BEARING >200kPa
[ll | 6008 ~ 10508 600 450
ms elec! fs e sle 3 s 2sig s =
DEPTH TO INVERT 8 BRE A 8 a/S 3 3 2e8| e 12008 - 1800 450 350
ply Lt |
INVERT LEVEL 5 sigkl g 3 2/3 z z sigls| 8 NOTE:
OF SEWER = Fe | e = S\e * = eels = GROUND CONDITIONS TO BE VERIFIED ON-SITE BY SUPERINTENDENT.
tH tH IF LESSER GROUND CONDITIONS PREVAIL, SPECIALLY DESIGNED
DESIGN SURFACE 5 gee =$ g 2 8 3 2ee| g DRILLED PIERS ARE TO BE CONSIDERERD.
LEVEL s SFr 5 = = = ec SPF Ss
s lglg g s 2 B s elelal s
RUNNING CHAINAGE s Bee) S s 3 S s ZSle| S
ry ee
39303 277 34.262 77896 36.200 32500
LINE 11 R10 16 R20) 47
594i 144m
FILE: N13078-206.dwq DATE: 12-02-2014 TIME: 12:44
Xref's: X-N13078-TIT X-N13078-BASE X-N13078-SEWER RETICULATION USR: leigh fry
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AMENOMENT DETAILS DesiGN cHecx SURVEYOR: RPS a
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ti amy se om Ph (07) 5436 7888 Fax (07) 5493 6630 OEE or LONGITUDINAL SECTIONS
Sic DRAWN cHECK| —————— PROMECT No, ‘APORONED SHAUN PILCHER REQ 14583 Brown Consutthg (QLD) SHEET 4 OF 4
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