Original source · versioned page text
20220206 48 Elm St SWMP
Original PDF page 27, section 3. The text section number identifies this passage in the reader.
/
O
MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL
/
/
(D)
O
/
/
/
AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF ROOF SLAB. ANY
/ O
/
dE
/
dS
O
10O8
NON CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS EXPENSE.
/
dTU
/
dOF
9.5
/
/
ALL ROOFWATER TO CONNECT INTO ONSITE DETENTION
/
.0O
15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
(D)
/
/
TANK. ALL GUTTERS, DOWNPIPES AND ROOWFATER TO BE
dWM
/
/
/
O
DESIGNED TO CATER FOR 1% AEP STORM EVENT. REFER TO ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT AUTHORITY
dE
/
/
O
/ /
HYDRAULIC CONSULTANT DRAWINGS FOR FURTHER DETAILS
O
STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED
O /
/
/
/
O
dS
O
O /
O
/
O O
/
(D)
O
/
/
O
/
dTU
/
O
dOF
O
WITH MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED
/
O
O
/
29.751 O O
/
/
O
/
/
O O
/
O
/
O
O
O
/
O
2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY
/
/
/
O O
/
dE
O
/
O O
/
O
O
/
/
/
dWM
O O
O O
/ /
REMOVING AND REPLACING AT THEIR COST.
O
/
(D)
O
/
/
O
/
O O
O O
/ /
dS
O
O
/ /
/
O
/
O
16. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN ACCORDANCE
/
/ // / /
//
O
// /
O
/
O
/ / /
O
dTU
dOF
O
/ //
O
//
O
WITH NSC STD DWG RS-065, AS1679 AND AS3600 UNO
dE
/ / /
O
/
O
/ //
O O
//
O
// /
O
/ / /
O
/
O
//
O
/
O
17. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE
//
O
/ / /
O
/ //
O O
/
/
O
// /
O
dWM
O
/ / /
O O
/ //
O
CONDUITS IN VERGE PRIOR TO COMMENCING WORKS. THE SUPERINTENDANT IS
/
//
dS
O
/ / /
O O
/ See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.