Response to Council's Information Request

FORM KEY IN EDGE OF ‘st POURED SLAB.

 

N12 TRIMMER BAR FORM KEY IN EDGE OF ‘st POURED SLAB.

 

 

 

 

 

 
  

 

 

 

 

 

 

  

 

 

 

 

 

  

 

 

 

 

 

     
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

; COAT FACE OF SLAB WITH BOND PREVENTATIVE R16 GALV DOWELS x500 LONG AT 300mm
PROPOSED DRIVEWAY & CROSSOVER ORVEWAY NOT?S: (50 EDGE COVER). BOLSTER CUT SLAB (3W x 300), FILL JONT TO (Oa FOR SSEAL oy, COND PREVENTATIVE (eq. HYDROSEAL, FORMOIL. CRS GREASE AND CAP ONE END OR
A 1. CONFIRM ALL DETAILS WITH COUNCIL REQUIREMENTS BEFORE COMMENCING ANY LAP 300. PROVIDE 450x450 { LAYER 72 MESH 3mm BELOW SURFACE WITH FOSROC EXPANDITE 5: ' a 6 APPROVED PROPRIETORY ALTERNATIVE.
RENEW L WORK ON SITE, IF IN DOUBT ASK. CORNER BARS. 40 TOP COVER. THIOFLEX 6006, °
2. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF CURVE. sos >
3. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL. f 0.6. ;
ESL oo * =
4. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES Ss 7 ——
AT 5 COncRETE DRIVEWAY rossover 0 E 125mm THICK EXCLUDING ANY FINISH 2 LS Sy AES A =| 47 KR
TREATMENTS, eg. STAMPED CONCRETE FINISH. s OLA VAX RIX: 3 BAR FIITM,
6. CONCRETE SURFACE TOLERANCE TO BE 0-Smm, OVER 3 METRE SECTIONS. 300 _| SUBGRADE TO BE COMPACTED 10 95% STANDARD eer ety and WHE DRECTLY UNDER JONT & ; 3 BAR FIT 50 BTM COVER,
7. CONCRETE N32. IN ACCORDANCE WITH ast HNO AS3600. hota / La s_.— COMPACTION (TEST E1.1 AS12689). : 50 BIM COVER.
8. REINFORCEMENT FABRIC TO AS1304, 50 TOP AND EDGE COVER, LAP FABRIC 250. — = <---
‘CRYSTAL SHORES’ 9, APPROVED MATERIALS FOR CONSTRUCTION:- CONCRETE or ASPHALT. / Ws EDGE THICKENING (ET) TOOLED JOINT (TJ) KEYED JOINT (K J) -XPANSION JOINT (EJ)
10. EXPANSION JOINTS TO BE ‘0mm WIDE, FULL DEPTH CLOSED CELL CROSS LINKED SEU NEN AYVEED SUING Nd WE TEU JUNI ANI Saa—__a_
POLYETHYLENE FOAM (85-150kg/m3) OR COMPRESSED GRANULATED CORKBOARD, \ \ TYPICAL TO ALL EDGES OF DRIVEWAY SLAB, ALTERNATIVELY: SAW CUT SLAB 3W x 300. WITHIN
{1 HENDERSON STREET INSTALLATION 10 MANUFACTURERS INSTRUCTIONS. “S~ DISCONTINUE MESH 40mm FROM END. 24 HOURS OF CASTING SEAL AS ABOVE,
' 11. ALL DIMENSIONS IN. MILLIMETERS. VAN \ \ N
SUNSHINE BEACH QLD L56/ 12, ONE ACCESS POINT TO BE CONSTRUCTED TO EACH LOT AS PER STANDARD \\Y oe \ \
DRAWING, | \ ~ \ T A L S
13, ALL SERVICES NEED TO BE LOCATED PRIOR TO EXCAVATION. imp \ WA D R | V E W A Y SL A B 0 N G R 0 U N D D E |
| / Is \ hy
| \ \S EXPANSION JOINTS TO BE SEALED WITH A LOW INSTALL 400 STAINLESS DOWELS (or
FOR: M DESIGN | \ N KERB AND CHANNEL. x MODULUS SELF PRIMING SEALANT TO THE GALVANISED REFER RELEVANT COUNCIL FOR
7 ~ ~ Z MANUFACTURERS SPECIFICATIONS. THE COLOUR OF THE APPROVAL) @600 CRS.
| \) 10 1 = 3 SEALANT IS 10 MATCH THE ADJOINNG SURFACE DOWELLS 12 IN SLAB THICKNESS 100
| \ — < | property BOUNDARY FINISHES. 16 IN SLAB THICKNESS 125
DRAWING REGISTER \ | \\ a 3 =| |sz DOWELLED or PROPRIETARY JOINT
| \oF \ ° EJ s 3 = SYSTEM. GREASED DOWEL WITH
| | / \ =H) 950 5050 g EXPANSION CAP.
DRAWING DATE =} | | \ fs __ FT2 MESH CENTRAL.
NUMBER DESCRIPTION REVISION | DRAWING al ll | | pO B99 - CLEARANCE oe —t
ISSUED | TI | p\ Wanye SaKEN PaO NO NC FIRST POUR SSPHOOH _secoND Pour
| | | | | \\ Jl NONSLIP = 2] aESDENTIAL DRIVEWAY fmm COMPRESSIBLE FILLER
a COVER PAGE P2 : : | | i = co] FINISH. f DRAWING R-0050 MATERIAL FOR FULL DEPTH.
Q DRIVEWAY PLAN P2 . .
5 TURNING CRCLES 1 ENTRY FOR THE INSPECTION OF DRIVEWAYS AND | =| | is r 1 CONSTRUCTION JONT | 2 DOWELLED EXPANSION JOINT
th TURNNG CRCLES tr EXIT m CROSSOVERS, ETC, IT IS THE BUILDERS i3 | | 0
G TURNNG CIRCLES 2, ENTRY PI RESPONSIBILITY TO ENSURE ALL GRADIENTS | = 1 (DE J)
C6 TURNNG CIRCLES 2: EXIT P2 We ONLY INGDECY ENFORCEMENT Coven i|+ al MPLA - 5 | 3 GALVANSEOISTAINLESS STEEL DOWELS 600 LONG 72 MIN. FABRIC
a TURNING CIRCLES 3: ENTRY P2 : _ Ze .
8 TURNING CIRCLES 3: EXIT P2 AND SLAB THICKNESSES. A SURVEY | | | | | B99 DE SIGN TEMPLATE = | Be R16@450 CRS MAX.
© TURNING CIRCLES 4: ENTRY P2 DRAWING WILL BE REQUIRED CONFIRMING THE IL, | = | : 1500 (1 in 8)
C10 TURNING CIRCLES 4: EXIT P2 GRADES AND SETOUT TO ENABLE THE WT ioug I s _.__
ct DRIVEWAY SECTIONS P2 ENGINEER TO CERTIFY THE CONSTRUCTION. 0 R | VE W A Y ( R 0S S | N G Pl. AN S
SAND BED.
WATERPROOFING OF WALLS AND SLABS IS 10 BE TO THE BUILDERS SPECIFICATIONS. LEGEND BARRER, SEMI-MOUNTABLE, SAW CUT AND BREAKOUT BACK
OUNTABLE KERB &
IT IS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND Chg GNGERE NOTED OTHERWISE Ne aoe OF KERB AND CHANNEL.
DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. Max Makau CROSSING.
Ve Yaa CAUTION WITH EXISTING SERVICES DRIVEWAY CROSSING
. I - -
ALTERNATIVE MEMBER TYPES} | DRAWINGS TO BE UPDATED PRIOR TO Gy, CONTINUOUS rLLET Eup ALL EXISTING SERVICES IN THE VICINITY OF THE PROPOSED > DE T A IL
OR SIZES WITHOUT ENGINEERS] | THESE WORKS COMMENCING ON SITE, AS } (8, CONSTRUCTION, BRAK WORKS PRIOR TO THE START OF ANY CONSTRUCTION. THE S
WRITTEN APPROVAL. PER REGULATORY REQUIREMENTS. Ls UNDERSIDE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO 3
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR. ! ' ' ' ' '
2000. 2000 6000 4077.8 5400
NS 1 IN 6.66 TIN 12 TIN 40 iN 49
oad 7 = + 4 | |
MOM YN GI > *9 r r—
fs Jequil| 2 a ae p= |
"S a _ wo _—F o 1 I I I 1 I
| > x ~ e -4 - “ oS RL37490 O1-RL37.600—
‘s * s | 0} RL37.408
| ' & | f I ! ! !
RL37.389 tN ls N’) RL36.888
“> “Oo 7]
| os 77 oD | yee F*RL36.588 | | | |
5400 O
| IN 49 0 oO =
RL37.600 3 E RL 35.838 al A
+ | Xa : aN “n © ( ! F ! ' 0 ' )
B24 % ~
+ & + 2000 ‘ooo 1500 1500 2339.94 635 4512.64
8, | °85 O ths tN A tN oes 1IN9 TIN 5 1 IN 500 + IN 1000
SlienntiataliaetnnetEEeni aS = r UO
uo Top = = eas D ©
| +
< 1 1 1 1 1
Q .
= =
SN
L Z or ae “a0 ” 1 1 1 ye 1
,; WN 1999 A co ¥ a RL 36.383 M NRL 36.400
= tt E : RL 36.395 :
v oN SK KR 36.223
| RL363BK_ 88.5 RL 36.400 I 1 ! L R136.056 1 |
56.4 Us 0 es Ell RL 35.838
24 | ( D’)’RL35.588
. 3 ©. i Sei35.t8
ey OX So — . .
& as 2 O3533 DRIVEWAY SECTION 2
555 S S Ss Ss a 30.34 V
. S e
3 ole ewer My gy |! wer Manhole = ('E! _ 'N)
| anhole [2Telstra Pit = =
co 5 x
_= = =
Bl) 2 a2 ig 2f Bd et : :
35.24 x Sx “ = : —_* A. x Xa x 1 ° 1 1 1 Sli 1 1 1 1
% oo 3 5 & %o, Ode 5
| 7% RL35,105 6 7 Xe PE a 1800 500 2000 1000 3000 000 5866.5 2000
“ 287), Ox x M5, TIN 8 TIN 6 TINS TING TINS 4 IN 1 1 IN 10 1 IN 25
. Ne “60
or om ry ei ie. x on ae
oi 2 RL 34.880 - 4 = w s R A ‘Ss
8 8 S & g & ° rw 1 1 1 1 1
ND CN < I I I I
S&S 6 Ay
DG ¥ Rar 37 399 3480
Ow~ ' ' ' ' ! ' ' H! RL37.246
EY
=> G| RL36.922
= CN I I I 2 I f F 1 RL36.588 I I I
i DCL) Cc y Ty OX —— A BB
: YOU Oo \ ~ EY R135.588
: v 3 =
: Te 1 RL35.105 B ~' RL35.188 Bo ! 1 1 1 1
i AT 134.880
i 1508 SERVICE LINE ASSUME 125 SLAB -> 613mm D R | V E W A Y SE ( ] 0 {
5 1134.36 BETWEEN UNDERSIDE OF SLAB A 7
3 TOP OF PIPE 34.51 AND TOP OF SEWER PIPE. ( A | )
; CLIENT: RI EN MAC ABN. 52 010 666 430 | DRAWING TITLE: SCALES: 1:00, 1:20, 1:50
CRYSTAL SHORES c/- MDESIGN PTYLTD — ACK 010 665 430) _ QDERATIONAL WORKS. - a a | Ioretts AW[oesign AW/DATE, 21:DEC 21
PETER RIENECKER - RPEQ 2088
PROJECT: CONSULTING CIVIL & STRUCTURAL ENGINEERS SITE DRIVEWAY PLAN
' ' SUNSHINE COAST OFFICE: { Pp?
PROPOSED NEW DRIVEWAY AND CROSSOVER AT ‘CRYSTAL SHORES SUITE 5, FIRST FLOOR. SAINT CIRINO, 137 BRISBANE ROAD, (Po Box 4 |DRIVEWAY CROSS-SECTIONS 213793 (
° MOOLOOLABA QLD 4557
P2_| 24 JAN 22| PRELIMINARY ISSUE (AW) #1] HENDERSON STREET, Phone:- (07) 5349 0762 eae COUNCIL JOB NUMBER DWG No. ISSUE
This draying is not to be copied or amended yithout yrillen permission from Riennac Consulting Engineers, No. DATE AMENDMENT / ISSUE SUNSEI NE cout & Avot, celled AND onda bre BEFORE COMMENCING ANY WORK. REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY. Ex [email protected] We www.rienmac.net REAL PROPERTY DESCRIPTION & COUNCIL: DO NOT SCALE OFF DRAWINGS. | Al |SHEET 1 OF 3 |CHECKED: