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RFI - Amended Engineering plan
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Original PDF page 2, section 1. The text section number identifies this passage in the reader.
dWM
LEGEND - EXISTING
dTU
dTU
dTU
PROPERTY BOUNDARY
dWM
//// //// //// //// ////
EDGE OF PAVEMENT
dTU
dTU
25.0 MAJOR CONTOURS (1m INTERVAL)
dTU
MINOR CONTOURS (0.25m INTERVAL)
dWM
dTU
dTU
/ / / / / / / / FENCE
dTU
D D STORMWATER DRAINAGE
EXISTING STREET
dWM
E E E ELECTRICITY - ABOVEGROUND
dTU
dTU
TREE TO BE REMOVED
WATER (BYDA)
dTU
dWM dWM
3 4
1 SP254372 SP254372
dE dE ELECTRICITY - UNDERGROUND (BYDA) TRANSITION NEW KERB AND SP254372
dWM
dTU
dTU
dTU dTU TELSTRA (BYDA) CHANNEL NEATLY TO EXISTING
dTU
S S S SEWER (BYDA) JOIN NEATLY TO EXISTING FOOTPATH
NOMINAL LOCATION OF EMT A EMT F EMT J
SP254372 SP254372 SP254372
DRIVEWAY TO BE CONSTRUCTED
dTU
dTU
dWM
LEGEND - PROPOSED IN ACCORDANCE WITH NOOSA
MH S S S S S S S S S S S S S S
dTU
/ / / / / / / / / / / / / / / / / / / / /
PROPERTY BOUNDARY SHIRE COUNCIL STANDARD
PROPOSED 3m WIDE EASEMENT
////
DRAWING RS-049 AND RS-050 EXISTING TREE TO BE
/ / / / / / /
/
AS PER UNITYWATER
E
dTU
dTU
/
EASEMENT REMOVED IF REQUIRED
dWM
/
(S)
NOMINAL LOCATION OF NOOSA SHIRE COUNCIL
/
R E Q U I R E M E N T S
////
/
dTU
/
KERB AND CHANNEL STANDARD PROPERTY STORMWATER KERB ADAPTER
/
E
/ / / / / / / / / / / / / / / / / /
/
/
////
OUTLET. BUILDER TO ENSURE MAX. CAPACITY IS NOT
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/
/ / / / / / / / / / / / / / / / /
BUILDING PAD
/
/
/
dTU
/
EXCEED IN ACCORDANCE WITH NSC CODE.
dTU
/
/
/
dWM
/ /
////
/ / / / / / /
/
E
NEW SEWER CONNECTION TO
/
/
/
ASPHALT PAVEMENT (D) (D) (D)
/
dTU
/
(S)
/
/
NEW TYPE B1 KERB IN ACCORDANCE WITH IPWEAQ STD BE PROVIDED
/
/
/
/
////
/ / /
CONCRETE DRIVEWAY / FOOTPATHS
/
/ /
/
DWG RS-080. EXISTING SWALE TO BE FILLED IN AND
E
dTU
dTU
STORMWATER DRAINAGE VERGE GRADED TO MATCH INTO EXISTING FOOTPATH
////
(D) (D) (D)
dWM
dTU
E
(S) SEWER MAINTAIN EXISTING NOMINAL LOCATION OF FUTURE
////
(S)
CONCRETE FOOTPATH BUILDING PAD . FINAL
(W) WATER 25
BUTLER STREET
LOCATION AS PER REQUIRED
dTU
dTU
E
////
M37808
dWM
SETBACKS. ANY EARTHWORK
dTU
////
REQUIRED TO BE <100m3.
E
1
/ / / / / / / / /RP127953
(S)
/ / / / / / / /
////
dTU
dTU
E
dWM
NEW WATER SERVICE AS PER
dTU
////
2
UNITYWATER REQUIREMENTS 10 RP127953
JOIN NEATLY TO EXISTING FOOTPATH
E
////
dTU
(W) (W) (W) (W)
dTU
10
dWM
dTU
ANNEX STRUCTURE TO
//
E
//
NEATLY SAWCUT EXISTING PAVEMENT AND / / / / / / / / / / / / / BE DEMOLISHED.
/
MATCH TO EXISTING PAVEMENTS LEVELS
/
dTU
dTU
E
/
/
/
/
dWM
dTU
//
/
/
//
NOMINAL LOCATION OF
E
/
/
DRIVEWAY TO BE CONSTRUCTED
////
/
/
(D) (D) (D)
dTU
dTU
/
/
IN ACCORDANCE WITH NOOSA EXISTING DWELLING
/
E
/
/
////
dTU
dWM
SHIRE COUNCIL STANDARD
/
TO BE RETAINED.
/
/
DRAWING RS-049 AND RS-050
/
////
/
/
/
E
/
dTU
dTU
E
/
/
dE
////
/
/
dTU dE
dWM
/
/
E
E
dTU dE NOMINAL LOCATION OF NOOSA SHIRE COUNCIL dT
/
/
/ / / / / / / / /
U
///
dE
dWM dTU STANDARD PROPERTY STORMWATER KERB ADAPTER
/
E
dE
dTU
dWM OUTLET. BUILDER TO
dEENSURE MAX. CAPACITY IS NOT
E
dTU
EXCEED IN ACCORDANCE WITH
dE NSC CODE.
dTU
dTU
E
dTU dWM
dWM
dWM
dTU
dE 6m TRUNCATION FROM
E
dTU
E
dTU dWM
dE EXISTING PROPERTY
GRUB AND BACKFILLdTEXISTING SWALE DRAIN. AREA
dTU
U dE
dTU d dE BOUNDARY.
dE
TO GRADEdSMOOTHLY
dWM FROM EXISTINGTU FOOTPATH
E
dTU
dE
dT
TU dWM
TO NEW BACK OF KERB. REINSTATE WITH dWM TURF.
U
dTU dE
dTU See the original
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