Engineering Drawings Part 1 - OPW14/0197

 

REFER TO JOIN TO SL
EXISTING PAVEMENT DETAIL

CH 00.000

START OF WORKS

CH 14.000

INTERSECTION SEA EAGLE DRIVE

INTERSECTION CARISSA PLACE

 

 

 

 

 

CH 95.160

 

CH 136.415

INTERSECTION DODONAEA CLOSE

 

(. CH 161.709 RL 11.219

CH 243.446

CENTRE OF CUL-DE-SAC

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PRELIMINARY PAVEMENT DESIGNS

 

 

BASE SUB BASE |LOWER SUB BASE
A TOTAL
ROAD STREET CLASSIFICATION TRAFFIC ASSUMED | SURFACING fy ts) BOX
ESA's CBR (mm) :
(TYPE 2.2) | (TYPE 2.3) (if required) (mm)
AGATHIS PLACE ACCESS ROAD 5 x 10° 3 30 100 150 380

 

 

 

 

 

 

 

 

 

 

1, ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE

 

 

NOTES:

 

1, PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CBR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.

2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.
3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.

4. WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHALL EXTEND
UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).

 

150 150

| MIN.

 

EXIST. EDGE OF BITUMEN

AC SURFACE \
PAVEMENT AS secceey_/

 

 

EXISTING PAVEMENT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

z Fe a JOIN TO EXISTING PAVEMENT DETAIL
= iS a NTS
VC 60.0 VC 30.0
(R751.0} (R481.8)
-albabte -abi6e% 228% 5.000%
DATUM RL -2.0
CUT (-) 7 FILL BRRaee 28 SSS Se5 8 § apasigScese f8 Sse
LHS LIP LEVEL a5 58205 5 2 ages 3
® J Ie ®
RHS LIP LEVEL 3 ag ® 5 5 a 3
EXISTING SURFACE & Bea 8R5 as a a|8 g 88 2 q Za88 a8 aie
HORIZONTAL CURVES R500 R750
@® REFER INTERSECTION DETAILS FOR LEVELS
FILE: N13078-113.dwq DATE: 11-04-2014 TIME: 09:07
iXref's: X-N13078-TIT X-N13078-ROADS USR: Joshua Beddow
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