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Plans 1816 1 Rectory St Pomona
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Log in to see the plans as drawnCallaghan & Toth Civil, Environmental & Hydraulic Engineers [OCR of page images] Tr z = Va > z P Callaghan & Toth « a & a S 2 Civil, Environmental & B— Reig 2 g = | j HOUSE No. 3 Hydraulic Engineers é e oe Is I = PO BOX 2305 ! 8 NOOSAVILLE 4566 A 1.16/90 Goodchap Street Phone 54749081 www.callaghanandtoth.com.au designed [ADI | datum AND DERIVED a drawn ST . PSM. 75784 3 checked | ADT | Origin (B.M.) RL 101.825 ‘ & oy an Memoriz, iH P ox : ‘4p | omona ZH approved Memorial ay SURVEYED BY SITE LOCATION Pomona MAX WATTERSON & ASSOCIATES a 4568 & PHONE (07) 54 426 121 2 ry 2 % ie CY 2 Teoh 3 on > ie project Mountain «, 3 mmc 2 Station gy 1 RECTORY STREET, POMONA Station « SUBDIVSION OF 1 LOT INTO 2 choo! Sy Natsu 2 Client 2; en! — F Rine e St Rifles, iB x ANGLICAN CHURCH POMONA EXISTING SITE LOCATION N.T.S ooo title PLAN INDEX SITE PLAN & SEDIMENT & —_ A SITE PL EDIMENT & EROSION CONTROL PLAN — > EROSION CONTROL PLAN & DESIGN FEATURES PLAN 1 A GN FEATURES PLAN ? ( ) A LANDSCAPING NOTES LOT 201 on P5011 ROADWORKS & DRAINAGE STANDARD DRAWINGS IPWEAG D-0030 BEDDINGS & BACKFILL TO RC PIPE CULVERTS Parish of TUCKEKOI IPWEAQ RS-049 RESIDENTIAL DRIVEWAYS PLAN 1 OF 2 IPWEAQ RS-050 RESIDENTIAL DRIVEWAYS PLAN 2 OF 2 County of MARCH IPWEAG RS-065 CONCRETE PATHWAY CONSTRUCTION DETAILS NOOSA COUNCIL IPWEAG RS-090 KERB RAMPS i IPWEAQ DS-050 TYPE 2 FIELD INLETS SEDIMENT CONTROL LEGEND SEDIMENT FENCE DETAIL Locality of POMONA SEDIMENT & EROSION CONTROL STANDARD DRAWINGS oo hs IMENT FENCE TO ADJACENT DETAIL STRAINER IRE \ J ESC-—01 ROCK PADS FOR BUILDING SITES — 7, — fe TOP & BOTTOM (Fy) ESC—02 GRATED STORMWATER INLET SEDIMENT TRAP. syn SEDIMENT TRAP TO ESC FILTER FABRIC FIXED 10 SCALE FIELD INLET SEDIMENT TRAP TO ESE ESC-—03 KERB INLET SEDIMENT TRAP @ FENCE BEDDED INTO ne SEDIVENT TRAP E 5| GROUND Mh 200nm 0.25 5 75 10 125 Miers 25 BAGS SEDIMENT TRAP SSS eeeee—=—=—SSSS EARTHWORKS & COMPACTIONNOTES = © besa PE EER WE 5 sccle SCA SHOWN 5 ORGNAL ORAMNE SCALE OBTAIN ONE CBR TEST PER MATERIAL TYPE OR AT EVERY OF ROAD (1 TEST PLACE TEMPORARY ROCK ACCESS STD FON WIDE WHERE BACKUP FLOW IS 1:500(A3) _DO_NOT, SCALE FROM THIS ORAWING M M). THE CONTRACTOR WILL MEET COMPACTION TES S Ce=) C ITH CATTLE GRID OR MOUND a UKELY TO DVER TOP WEIR USE ONLY DIMENSIONS PROVIDED TED BY ENGINEER : CLEAR TREES, STUMPS, AND RODTS. MULCH AND STOCKPILE 7 REVISIONS. _ —-— STAR PICKET STRIP T _Y Lr " r revision details 26°, ROD IOR 1 ; : A [ FOR OPW APPROVAL MATERIAL AND REPLACE WITH APPROVED FILL. STOCKPILE 4 USEABLE TOPSOIL APPRDVED FILL TD BE “INIY NOTES GREGATE SIZE = 50mm. PLACE Pa PDD FOR SURFACE LEVELS NOTES SEDIMENT FENCE SECTION | (gg RADE SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED THROUGH COMPUTER MODELLING OF FIELD SURVEY DATA. THESE PROVIDE TURF PROTECTION TO pL ack ON THE TOF OF ALL FILL CALCULATED LEVELS MAY VARY FROM THE ACTUAL GROUND LEVEL AT THE CORRESPONDING POSITION ON SITE, WHERE MAJOR BATTERS SUBJECT TO BATTERS WHERE SHOWN OR COMPUTER DIRECTORY MIN CTION TESTS: ONE PER 100m OF ROAD (FO VARIATI CCUR, THEY SHALL BE REFERRED TO THE SUPERINTENDENT FOR FURTHER CONSIDERATION ARIATION CATCHNENT LENGTHS DIRECTED BY THE ENGINEER X:\JOBS\CT Projects _in_progress\1816 Anglican LAYERS, MINIMUM 1 TEST PER LAYER), THE CON WILL CAUSE MAJOR PROBLEMS WITH CONSTRUCTING THE PROJECT IN RDANCE WITH APPROVED PLANS cebu THESE FEN ES ! RE NOT TO BE Church Pomona\Design\ Current DWG SURVEY REFERENCE CONTOUR LINES ONCENTRATED FOR APPROVAL STRUCTION LEVELS SHALL BE SET BY THE CONTRACTOR WITH REFERENCE TO SURVEYED STAKES SND SURVEYED BENCH a HEET WATER FLOWS cet, hyEe LAN DEDVANENT <lIDUEY PERE; CHECK & REPAIR STRUCTURES SETOUT STAKES AND PERMANENT SURVEY PEGS DR AFTER EVERY STOPM REMOVE Sheet 1 of 4 sheets ander NAME D MARKS ON OR ADJACENT TO THE ¢ UNDERGROUND SERVICES TRACTOR SHALL ARRANGE FOR ALL UNDERGROUN THE Ct AUTHORITIES STRUCTION ) BY THE APPOINTED SURVEYORS. ALL SURVE SITE SHALL BE PROTECTED DURING CONSTRUCTION ICES TO BE MARKED QUT ON-SITE BY THE RELEVANT SERVICE BLISHED AFTER drawing number 1816-101 XS date 14 SEPTEMBER 2022
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Page 2
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
[OCR of page images]
7
SEuENP EA Seni & NEW METAL / (— >»
LEGEND: EX. SERVICES Tyee iL 4 wy Sy KERB ADAPTER ! | 197-685 Callaghan & Toth
J a] ag
q] "= woe :
BOUNDARY As I~ x} 2H DOUBLE 125x75 GALVANISED Civil, Environmental &
9790 4 sg sq RHS TO METAL KERB Hydraulic Engineers
TOT EASEMENT 2.50 Boy, a 2 ADAPTORS 0.5% PO BOX 2305
NOOSAVILLE 4566
nr yt 1.16/90 Goodchap Street
ss Phone 54749081
TTT TTT Bubb
WWIII YY CONCRETE
—— SW — SW DRAINAGE PIT
tt —_ 41s —— —— EDGE OF BITUMEN
—/——/ FENCE
—%w WATER PIPE
CONTOUR MINOR
a G45 contour wasor
Ss
100W DNID0 AC WATER!
7 ——— TELSTRA
OVERHEAD ELEC
RETAINING WALL
) WATER METER
HYDRANT
TELSTRA PIT
TREE
8 warural
SURFACE LEVELS
LEGEND: PROPOSED SERVICES
[4 NEW N32 CONCRETE FOOT
os G IPWEAQ RS-0
[| NEW ONCRETE KERB
MESH TO STD DRG IPWEAQ R
BATTER 75min THE
& ROLLED 8 JE WINTE!
NTIL ON MAINTENANCI
ATH (00mm THICK WITH SLJ2 MESH
mm THICK WITH SL72
PIPE INVERT LEVEL
TYPE 2 PIT WITH GRATE TO IPWEAQ DS-!
——- Sw—— PVC OR STORMPRO STORM WATER PIPE
NEW OD160 PE SEWER MAIN
— s —_—
PROPOSED BOUNDARY TRUNCATION
SETOUT TABLE
No. EASTING NORTHING
708
S74. =
JOIN SMOOTHLY TO EXISTING
1.5m WIDE FOOTPATH (4%)
USING DOWELS
p
NEW SEWER
EASEMENT
-
No. 1
EXISTING
CHURCH
SL98.40 APPROX.
IL97.73
|
EXISTING KERB RAMP AND SECTION OF PATH
TO BE REMOVED AS SHOWN. EXISTING PATH
TO CHURCH TO JOIN SMOOTHLY WITH NEW
PATH USING DOWELS
| — 100)
CUT IN NEW KERB RAMP
TO STD DWG IPWEAQ RS-090
www.callaghanandtoth.com.au
datum AHD DERIVED
PSM 75784
RL_101.825
designed | ADT
drawn ST
checked | ADT
Origin (B.M)
approved
SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE (07) 54 426 121
_—————————————————————
project
1 RECTORY STREET, POMONA
SUBDIVSION OF 1 LOT INTO 2
YY
ATS)
Client
ANGLICAN CHURCH POMONA
YS
_—————
title
DESIGN FEATURES PLAN 1
|
_————————————————————————
LOT 201 on P5011
Parish of TUCKEKOI
County of MARCH
NOOSA COUNCIL
Locality of POMONA
VY
Ooo)
SCALE
01.25 2.5 3.75 56.25 Meters 12.5)
scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:250(A3) _DONOT SCALE FROM THIS DRAWING
wy USE ONLY DIMENSIONS PROVIDED
10 BE CARRIED OUT BY CONTRACTOR
UNDER PRIVATE WORKS SUPERVISION
AT THE DEVELOPER'S EXPENSE
ALL WORKS ON EXISTING SEWER MAINS
REVISIONS
revision details
A | FOR OPW APPROVAL
(OY
FILES
COMPUTER DIRECTORY
X:\JOBS\CT Projects in progress\1816 Anglican
Church Pomona\Design\Current_DWG
FOR APPROVAL
Sheet 2 of 4 sheets
drawing number
1816-102
XS date 14 SEPTEMBER 2022
Page 3
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
[OCR of page images]
| T (—
Eee ! 2 Callaghan & Toth )
LANDSCAPING LEGEND Civil, Environmental &
- : - Hydraulic Engineers
8m HIGH PINE SOUND BARRIER FENCE WITH PO BOX 2308
\5S.USE GALV STEEL POSTS BOLTED NOOSAMILLE 4566
WALL 4S PER DETAIL yt 1.16/90 Goodchap Street
. | | 150 SW PIPE 3 SS Phone 54749081
if WSL TUCKEROO TO STREET TREE DETAIL 2.0 SW EASEMENT , srw collaghanandtoth.com.au
aoe) N designed ADI] datum AND DERWED
- FH grawn | ST PSM 7578
[ TOPSOIL, FERTILIZER & WINTERGREEN TURF a BY
2 MAX WATTERSON & ASSOCIATES
| PHONE (07) 54 426 121
ooo
project
LEGEND: TREE MANAGEMENT 1 RECTORY STREET, POMONA
SUBDIVSION OF 1 LOT INTO 2
(CY) EXISTING TREE
(Xx) TAKE UP AND REMOVE FROM SITE, INCLUDING ROOT BALL. STUMP
GRINDING [100mm W SURFACE) ONLY & TRUCTED BY SITE
SUPERINTENDENT
EXISTING TREE EXISTING o.oo
Client
TO BE RETAINED AND PROTECTED HOUSE
ANGLICAN CHURCH POMONA
1.8m HIGH OVERLAPPING
PAILING SOUND BARRIER
FENCE TO DETAIL
YS
_—————
title
DESIGN FEATURES PLAN 2
|
_————————————————————————
LOT 201 on P5011
I 65 X 65 X2
i GAL VINISED FENCE +
POST & CAP Parish of TUCKEKOI
County of MARCH
a | AD etNERe WITH NOOSA COUNCIL
OVERLAPPING PAILINGS Locality of POMONA
CHEMSET IN 10mm GALV oi
THREADED ROD WITH 4 ed,
NUTS & WASHER _——————
SCALE
Ss e 595 5 5 5 I
EX BLOCK $s SI EXISTING wy 0_1.25 2.5 3.75 5 6.25 Meters 12.5)
RETAINING WALL a
Pf CHURCH K scale ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE
ny 1:250(A3) _DONOT SCALE FROM THIS DRAWING
200 » N USE ONLY DIMENSIONS PROVIDED
S &
g S
£
oC REVISIONS
uy
a revision details
PROPOSED BOUNDARY FENCE WALL MOUNT DETAIL
A | FOR OPW APPROVAL
(OY
FILES
COMPUTER DIRECTORY
X:\JOBS\CT Projects in progress\1816 Anglican
Church Pomona\Design\Current_DWG
FOR APPROVAL
Sheet 3 of 4 sheets
drawing number
1816-103 |
ALL WORKS ON EXISTING SEWER MAINS
10 BE CARRIED OUT BY CONTRACTOR
3 x 4SL STREET TREES TO NC
UNDER PRIVATE WORKS SUPERVISION LANDSCAPE SPECIFICATION &
AT THE DEVELOPER'S EXPENSE DETAIL ON PLAN 04 AL A VENUE
XS date 14 SEPTEMBER 2022
Page 4
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[OCR of page images]
( Callaghan & Toth )
PING PLAN NOTES . STREET-TREES, BATTER AN CREEN PLANTING AREAS TO HAVE WEED FREE MULCH
MINIMUM
PING FOR THE PEA S ROAD DEVELOPM NCE WITH THE NOOSA e = TIMBER EDGE BETWEEN TURF & GARDEN BED FOR BUFFER PLANTING (BY LANDSCAPER Civil, Environmental &
LANDSCAPING CODE & THE PLAN G PLANTS Hydraulic Engineers
JELINE 8 TURFING BY CONTRACTOR
PO BOX 2305
Co : - oe cow , NOOSAVILLE 4566
1 LA APING AREAS ¢ = DISTURBED FOOTPATHS ARE TO BE TURFED & ACHIEVE 100% COVER WITHIN 6 WEEKS OF yt 1.16/90 Goodchap Street
COMPLETION OF WORKS — Phone 54749081
THE FOLLOWING AREAS SHALL BE LANDSCAPED ¢ TURF SHALL BE FREE OF WEEDS SEASE www.callaghanandtoth.com.qu
© STREETSCAPE AREA - STREET TREES, GROUNDCOVERS (BY LANDSCAPER) & TURF ON THE © TURF SHALL BE BUTT JOINTED IN STRAIGHT LINES & BE STAGGERED designed [ADT] datum AHD DERIVED
FOOTPATH OF NEW S (BY CONTRACTOR e TURF SHALL BE LIGHTLY ROLLED ‘drawn ST sy 75784
@ SCREEN BUFFER PLANTING ON NORTHERN ROAD RESERVE (BY LANDSCAPER} ¢ TURF FINISHED LEVELS TO BE 34MM EDGES, ETC checked ADT | Origin (BM) RL 101.825
. TURF SHALL BE WATERED as
SITE PREPARATION . ENTLY TURFED/ GRAS TO BE PROTECTED.
. HYDROMULCH & SEEDING TO CIFICATION AS PER APPENDIX OF THE SCRC MANUAL approved
. NSURE FOOTPATHS AND LANDSCAPE AREAS ARE FOR EROSION AND SEDIMEN MARL NUAL SURVEYED BY
OR MULCH AS REQUIRED (BY CONTRACTOR . MAX WATTERSON & ASSOCIATES
RACTOR 10. MAINTENANCE OF PLANTS PHONE (07) 54 426 121
WEEDS ARE REMOVED FROM LANDSCAPE AREAS. (BY
M IGING ADJACENT K I
LANDSCAPED AREAS. UNDERTAKE REGULAR INSPECTION & 7 — ee eTH AND te =F
WATER, WEED & REPLACE PLANT MORTALITIES ON AN “™“\ \ a - - PROPERTY project
E YEAR PERIOD
MAINTENANCE LE. MU
. 1 RECTORY STREET, POMONA
\ e750 SUBDIVSION OF 1 LOT INTO 2
TENANCE OF PLANTING FOR THE FIRST YEAR IS TO BE DONE BY THE LANDSCAPER AND WILL BE ~
ITHIN ROAD RESERV LL BE PREPARED AS FOL D AFTER ONE YEAR TO EN
FILL SHOULD BE 4 MINIMUM 100MM THICK AND FREE FROM WEEDS PLANTS ARE HEALTHY & S aS
BY CONTRACTOR 12. THE AREA IS DEEMED TO BE SELF-SL
0 THAT NO CLODS OR COMPACTED TOPSOIL IS PRESENT AND. 0% COVER
GROWTH —
> ARE PROVIDING COVER TO SOIL LE
xx Ox x
YY
>) LIMED TO ACHEIVE A NEUTRAL PHIBY © OR 13 OF TREES ARE A :
. O. COMPLY WITH THE AUSTRALIAN STANDARD [AS 4410) - SOIL FOR ‘4 F SHRUBS ARE & Client
‘D NS.IBY LANDSCAPER 15. VEGETATION PLANTED AT APPRO
© SOIL IMPORTED TO GARDEN BEDS SHOULD HAVE SIMILAR SOIL STRUCTURE TO THAT EXISTING IN 1® NATSPEC CERTIFICATION OF STREET TRESS REQUIRED AT ON-MAINTENANCE ANGLICAN CHURCH POMONA
THE AREA, [BY LANDSCAP co vaTENANEE DE TU
. Revove Ay Fey WEEDS, DEBRIS, RUBBISH, GRASS, ETC, FROM AREAS TO BE AINTENANCE DF TURF MULCH COVER TO GARDEN BED
ANTED.IBY LAN E —_!_,
s iveonsunetion w oRK REMOVE ALL BITUMEN AND ROAD BASE FROM AREAS TORE ® INTAIN THE TURF TILL THE WORKS ARE ACCEPTED ON MAINTENANCE - OOmm THICK yp 150 pTimBeRIHh) | (TTS
PLANTED TO 4 DEPTH OF (FROM TOP OF KERB ATE TO A DEPTH OF HERE 0% COVER - PLUSH ITH TOP OF HERE : . FASTENEL tne
GARDEN BEDS APE TO BE FORMED BESIDE ROADWAYS AND FILL WITH TOPSOIL TO 75M" BELOW ® — THE DEVELOPER WILL THEN MAINTAIN THE GRASS FOR THE ONE YEAR MAINTENANCE PERIOD 14g 75 GALVINIZED H LANDSCAPING NOTES
TOP OF KERB TD ALLOW FOR DEPTH OF MULCH. [BY LANDSCAPER PLAN VIEW SELF DRILLING F
© ADD TOPSOIL (PREFERABLY LOCAL SOIL) AS REQUIRED, FORM GARDEN BEDS AND SPREAD ANY oT . cap , cea |
STOCKPILED TOPSOIL 70 FINISHED LEVELS re rein Ne ne a
© ANY IMPORTED TOPSOIL TO BE FREE OF LARGE STONES, WEEDS, STICKS, RUBBISH, MATERIAL eT TLEAR TRUNK
c O PLANT GROW NUT GRASS & OXALIS. AND DECLARED P UCH AS FIRE ANTS CLEA NK
) PLANT GROWTH, NUT GRASS & OXALIS, AND DECLARED PE CH AS FIRE ANT NaTSpee EOMPLIANT
1 WEED MANAGEMENT ELEVATION LOT 201 on P5011
E EXISTING WEED SPECIES, GENERALLY USING MEC CONTROLS AS Parish of TUCKEKOI
VER FOR PLANTIN c County of MARCH
SHRUBS UND HOLE, USE SCREENS DURI PROTECT RL
NATIVE VEGETATIO STAKES, DRIVE INTO NOOSA COUNCIL
© | WASTE VEGETATIO SPOSED PPROVED FACILITY. WEED SEEDS TO BE PLACED SOIL ELEAR OF 1 | Locality of POMONA
IN A DISPOSABLE B D SEALED (BY LANDSCAPER ROOTBALL OF TREE, TIE
©) REMOVAL OF WEED SPECIES IS TO OCCUR PRIOR TO PLAN AY BE NECESSARY TO INA FIGURE 8 AROUND
DO TWO ROUNDS OF WEED R ER TREE
5. SPECIES SELECTION SCALE
ALL PLANTING STOCK IS REQUIRED T
. SOURLED ERY Lacs PROVENANCE WHERE POSSIBLE ROOT BARRIER 900mm
. CIES DETAILED I DEEP TO KERB EDGE
©) HEALTHY AND DISP OF ACTIVE GROWTH. PLANTS WILL BE REJECTED IF THEY L TT )
DISPLAY ‘YELLOWING', LEAF OR STEM E, RDOT CURLING OR RESTRICTION TOPSOIL TO TWICE DEPTH
RELATED TO BEING ‘POT BOUND’, OR HAVE WEED SPECIES IN THE CONTAINER OR NOT IN OE RE REVISIONS
RECTANGULAR CI ERS
© TUBE-STOCK 70 BE 4 MINIYUM OF 200M TALL, AND revision details
SUN-HA RDENED A | FOR OPW APPROVAL
e ALL STREET TREES ARE TO BE NATSPEC COMPLIANT STREET TREE PLANTING DETAIL
PLANTING BY LANDSCAPER SCALE: N.TS.
© THE PLANTING HOLES SHALL BE AT LEAST TWICE THE WIDTH AND ONE AND & HALF TIMES &
DEEP AS THE POT SIZE WITH THE TOP DF ROOT BALL JUST BELDW THE SOIL SURFACE AFTER
SO oo
FILES
. H PLANT SHOULD BE FERTILISED WITH 4 10G SLOW RELEASE FERTILISER PELLET (AGRIFORM
ILAR|. THE FERTILISER PELLET WiLL BE PLACED AND UPSLOPE TO BUT NOT IN COMPUTER DIRECTORY
T WITH THE ROOT BALL A BELO E AND UNDER THE MULCH X:\JOBS\CT Projects in progress\1816 Anglican
© ALLPL HALL BE WATERED IN AT PLANT PPROXIMATE
STREET-TREES TO BE SURROUNDED BY HARDWOOD TIMBER EDGE
Church Pomona\Design\Current_DWG
FOR APPROVAL
Sheet 4 of 4 sheets
drawing number
1816-104
XS date 14 SEPTEMBER 2022
ER DETAIL ON PLAN ND.
. STREET TREES TO BE STAKED AS PER DETAIL ON PLAN 1528-25 WITH THREE HAR
STAKES
0D