Site Based Stormwater Management Plan · 132007.1841.7

 

 

 

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CONCRETE PAVEMENTS STORMWATER DRAINAGE LEGEND
FINAL PAVEMENT DESIGN IS BASED OF & MINIMUM SUB-GRADE CBR OF 1, THIS DRAWINGIS TO BE READ IN CONJUNCTION WITH THE HYDRAULICS ~ EXISTING EDGE OF BUILDING ESET ARE F
3.5 UNDER SERVICE CONDITIONS. CONSULTANT'S DRAWINGS, :
on EXISTING OVERHEAD ELECTRICITY
2. EXCAVATE OR FILL AS NECESSARY To 375mm (225mm PAVEMENT 2. ROOF WATER DRAINAGE IS To BE CONNECTED To PITS ok PIPES 4S 1
AREAS}/20¢mn (100mm PAVEMENT AREAS! BELOW FINISHED DESIGN SHOWN ON DRAWINGS IN ACCORDANCE WITH THE HYDRAULICS T EXISTING UNDERGROUND TELECOMMUNICATIONS.
LEVELS. COMPACT EXPOSED SURFACE Ta 100% S.R.D.D. To 4 DEPTH OF CONSULTANT'S REQUIREMENTS,
280mm, ALL FILL SHALL BE 8 MINIMUM CLASS 25 MATERIAL. E EXISTING SEWER MAIN
3, UNDERGROUND STORMWATER LINES ARE TO BE CONSTRUCTED USING EXISTING SERVICES LEVEL DATU
cs BEDDING MATERIAL SHALL BE 4 MINIMUM {50mm (225mm PAVEMENT uPVC STORMWATER DRAINAGE CLASS 12 PIPE TO AS 1254 ALL E EXISTING WATERMAIN
AREAS)/100nm ("00mm PAVEMENT AREAS| DEPTH OF TYPE 23 STORMWATER PIPES AND FITS ARE TOBE NSTALLEDIN ACCORDANCE ALL EXISTING SERVICES ARE TO BE PP 0, abba
MATERIAL, WITH MANUFAt QUIREMENTS 4 WANT A AUN . LOCATED BY THE CONTRACTOR PRIOR LEVEL DATUM RL, #H### AHD DERIVED
AND LOCAL AUTHORITY STANDARDS, ERISTING)TOE OF BATIER re ee ee ue Reeietake TO COMMENCEMENT OF WORKS SITE COORDINATES E:#4}93% 071 abst
a CONCRETE PAVEMENTS SHOULD GENERALLY BE CONSTRUCTED AFTER
COMPLETION OF BUILDING CONSTRUCTION. STORMWATER PITS ARE TO BE CONSTRUCTED IN SITU IN ACCORDANCE —— __EXISTING TOP OF BATTER
WITH DRAWINGS OR VARIED AS NOTED ON THE DRAWINGS,
PREFABRICATED STORMWATER PITS MAY BE USED SUBJECT To —— —— — _ BASTING LOT EASEMENT a
WRITTEN APPROVAL FROM THE SUPERINTENDENT. CLASS DHEAVY & PROPOSED STORMWATER DRAINAGE
DUTY GALVANIZED STEEL GRATES ARE TO BE FITTED IN TRAFFIC = EXISTING ROAD CENTRELINE
AREAS, CLASS B LIGHT DUTY GALVANIZED STEEL GRATES ARE To BE
FITTED IN LANDSCAPED OR PEDESTRIAN AREAS UNLESS NOTED
OTHERWISE, ALL GRATES TO COMPLY WITH 4S39% FOR BICYCLE & EXERT RES EOS St OTE
WHEELCHAIRS AND TO BE:HON SLIP; —26— EXISTING CONTOUR (0.1m CONTOUR INTERVAL!
i DESIGN GONTOLIR (0.1m CONTOUR INTERV AL} i i + a a i
_ —_ _ _ EXISTING FENCE ‘ SCALE 1:500 (41) 1000 (43)
por SCOLEUSELY THE BE As Fev DEB
WG ARCHITECTS Design as NOT FOR CONSTRUCTION
Drawn Ov .
Project Job Number Drawing Number
ACTROL NOOSAVILLE S I P Date "AUG 2017 — 304
A | Fon approval ox | ken | 200.0 = PAVEMENT & STORMWATER LAYOUT PLAN Cractes =n
Rev Descnption By | App | Date Centtes KEM Certified Rev
THis ran COPYRIGHT (e) DO NOT SCALE DRAWING ORMINaL DRAWINGIs At SWE THis DRAWING Is noT CONSULTANTS a aa A
TOBE USED FoR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADOED.