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engineering plans
Original PDF page 6, section 2. The text section number identifies this passage in the reader.
Plans and drawings
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GREV 0.51510
34.52
GUM 0.31508
S S S S WHICH MAY INCLUDE AMENDMENTS' ADDITIONS TO THE LEGEND
S
S
ORIGINAL APPROVED EROSION CONTROL PLANS. SUCH
//
34.58
34.57
+34.50 AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, TURF STRIP
// //
241°39'00" // // // // IF DEEMED NECESSARY AND RELEVANT.
SEDIMENT FENCE
27.167 9. OVERALL
a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE
KERB INLET FILTER
DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.
.00
37
RL
b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO
of
Ro
6
7.4
ge RL3 BE INSTALLED AND BE OPERATIONAL BEFORE CONSTRUCTION ENTRY
Rid
RP160425
RP160425
133
CATCH DRAIN
6
132
6.0
RP160425
L3
134
f R
Roo
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
14 WYANDRA STREET, NOOSA HEADS
14 Wyandra Pty Ltd TITLE: STATUS:
EROSION SEDIMENT FOR APPROVAL
14 WYANDRA STREET, NOOSA HEADS NOT FOR CONSTRUCTION
© ABN 89 647 469 707 JARO BAULEKA CONTROL PLAN
37 MARY ST RPEQ: 2693
01 24/08/2022 ISSUED FOR APPROVAL MVP SCALE:
NOOSAVILLE, QLD 4566 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 24/08/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
030 20220171 A1 01
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