Ex 450Ø ROAD A25.50m ROAD RESERVE 11.20m CARRIAGEWAY (WITH PARKING BAYS) Road A DRAINAGE DRAINAGE...

210 211 223 224

212222

EXISTINGDEVELOPMENT

ROAD AB2

2.0m D.E

12.512.5

13.9 12.5

12.514

12.512.5

B2 B2B2

32 32 32 32 32 32

322828282828282828

OPEN DRAIN

SEALED TRACK

Ex. Ø300 RCP

Ex. Ø

ROAD C

ARTEMIS DRIVE

ROAD C

FUTURESTAGE 2

FUTUREDEVELOPMENT

BY OTHERSEXISTING

DEVELOPMENT

EXITING SEALED TRACK TO BEPROTECTED DURING CONSTRUCTION

EXISTING VEGETATION TO BE TRIMMED/REMOVED. CONTRACTOR TO LIAISE WITH

SUPERINTENDENT TO DETERMINE EXTENTOF REMOVAL/ TRIMMING

EXISTING TREE TO BE REMOVEDIF APPROVED. CONTRACTOR TOLIAISE WITH COUNCIL APPROVEDARBORIST TO DETERMINE EXTENTOF REMOVAL / TRIMMING

EXISTING FENCE TO BEREMOVED AND TIED TO

NEAREST POST

EXISTING FENCE TO BE REMOVEDAND TIED TO NEAREST POST

EXISTING FENCE TO BEREMOVED AND TIED TONEAREST POST

EXISTING DAM TO BE DRAINED,DE-SLUDGED, COMPACTED &

FILLED TO LEVEL 1 SUPERVISION

RE-SHAPE & GRADEEXISTING OPEN DRAIN

TO ACCOMMODATENEW SWALE DRAIN

REMOVE TEMPORARY TURNAROUND 200mmTHICK CLASS 3 FCR 9.0m MINIMUM RADIUS &

AND ROAD CLOSED & HAZARD SIGN

REMOVE CONCRETE EDGE STRIPINCLUDING AG DRAIN

REMOVE TEMPORARY TURNAROUND 200mmTHICK CLASS 3 FCR 9.0m MINIMUM RADIUS &

AND ROAD CLOSED & HAZARD SIGN

REMOVE CONCRETE EDGE STRIPINCLUDING AG DRAIN

CONSTRUCT TEMPORARY TURNAROUND200mm THICK CLASS 3 FCR 9.0m MINIMUM

RADIUS & SUPPLY AND INSTALL ROADCLOSED & HAZARD SIGN

SUPPLY AND INSTALL CONCRETEEDGE STRIP AS SPECIFIED

INCLUDING AG DRAIN

CONSTRUCT NEWSTORMWATER GP ANDCONNECT NEW STORMWATERPIPE AND MAKE GOOD TOCOUNCIL STANDARDS

CONNECT NEW STORMWATERTO EX. STORMWATER STUBS

CONNECT NEW STORMWATERTO EX. STORMWATER STUB

SUPPLY AND INSTALL CONCRETEEDGE STRIP AS SPECIFIEDINCLUDING AG DRAIN AND ROADCLOSED & HAZARD SIGN

8.6R 8.6R

FUTURESTAGE 2

SEWER OUTFALL TODISCHARGE INTO PROPOSEDSOUTH EAST WATERAPPROVED PUMP STATION.(REFER TO SEWER PLANS).

294m²

414m²416m²

350m²

275m²

111110

107106

127 126128

104 105

129130

103102

131132

140139138137136135134133 151150

412m²362m²410m²413m²

390m²

383m²

290m²

397m²394m²

303m²303m²

290m²

417m²

360m²406m²367m² 408m²

294m²

350m²350m² 350m²392m² 350m²350m²350m²350m² 350m² 350m²

448m²400m² 448m²448m²416m²448m²400m² 512m²448m²448m²

275m²

231m²

489m²

400m²

443m²

388m²

EX EX EX EX EX EX EX

EX EX EX EX EX EX EX EX

EX41.261

EX40.520

EX40.418

EX41.612

EX40.986EX41.068

EX40.764

EX39.702

EX40.795

EX40.448

EX40.880

EX40.495EX43.153

EX40.602EX40.754

EX40.639EX40.774

EX40.755EX40.882

EX40.373EX40.454

EX40.872

EX40.528EX40.659

EX40.736

EX40.284EX40.477

EX40.393EX40.522

EX40.195EX40.521

.683EX

EX40.184EX40.400EX40.557

EX40.553EX40.753

EX41.482

Vertical

HorizontalScale

01:500,A1

5 10 15 20 25

THE LOCATION OF SERVICES ARE APPROXIMATE ONLYAND THEIR EXACT POSITION SHOULD BE PROVEN ONSITE. NO GUARANTEE IS GIVEN THAT ALL EXISTINGSERVICES ARE SHOWN.SPECIAL CONSIDERATION

SHOULD BE GIVEN TO CONSTRUCTION PROCEDURESUNDER OVERHEAD ELECTRICITY TRANSMISSION LINES.

BEWARE OF UNDERGROUND/OVERHEAD SERVICESWARNING

SHEET INDEXSHEET NO. REVISION DESCRIPTION

1 C FUNCTIONAL LAYOUT PLAN2 C TYPICAL SECTIONS3 C TURNING MOVEMENTS (1)4 C TURNING MOVEMENTS (2)5 C PARKING, SIGNAGE AND LINEMARKING PLAN6 C EXISTING FEATURES AND TREE REMOVAL PLANDATEREV. AMENDMENTS APP'D REV.

MELWAYS:

FILE: J:\12dS_WorkSpace\data\AUMELSQL01\116501_418\PM02 DESIGN\G01 DESIGN\ACAD\116501FP00.dwg LAYOUT: FP1-01 PLOTTED BY: Nathan Miratana PLOT DATE: 7/5/2019 12:06 PM

SHEET No.

C 2018 LD Eng Pty Ltd

POS No.:

DESIGNED

CHECKED

STATUS:

AUTHORISED

Land Development Engineering

Level 1, 1-5 Nantilla Road

Notting Hill, Vic 3168

Ph: 03 9562 7424

ldeng.com.au

116501FP01 C

BALLARTO RD (1405)CRANBOURNE EAST

CITY OF CASEYFUNCTIONAL LAYOUT PLAN

B.SAUNDERS15.02.19

S.A.H.5.03.2019

PS830147PA ISSUE TO COUNCIL 27.03.2019S.A.H.B DRAINAGE AND SEWER AMENDED LOTS 101 - 111 30.04.2019S.A.H.C ELECTRICAL KIOSK ADDED TO LOT 111 07.05.2019S.A.H.

1 6PRELIMINARY

134 H10

B. HEYME

5.03.2019N.MIRATANA

LEGEND:EXISTING WATER MAINEXISTING RECYCLED WATER MAINEXISTING UNDERGROUND ELECTRICITYEXISTING OVERHEAD ELEC & POLEEXISTING TELSTRA & SERVICE PITEXISTING OPTIC FIBREEXISTING GAS MAINEXISTING FENCEEXISTING SEWER & MANHOLEEXISTING SEWER RISING MAIN

EXISTING STORMWATER DRAIN & PIT

EXISTING HOUSE DRAINEXISTING SURFACE CONTOUR MINOREXISTING SURFACE CONTOUR MAJOREXISTING TOP OF BATTEREXISTING TOE OF BATTEREXISTING KERBEXISTING FOOTPATHEXISTING FILL LEVELEXISTING SURFACE LEVELEXISTING BUILDINGEXISTING SIGN AND POSTEXISTING PERMANENT SURVEY MARKROAD RESERVELOT BOUNDARYEASEMENTKERB & CHANNEL + TYPESAWCUT PAVEMENTCONCRETE EDGE STRIPLIMIT OF ROAD WORKSALLOTMENT NUMBERROAD CHAINAGE

ROAD TP CHAINAGE

SET-OUT POINT

FINISHED SURFACE CONTOUR MINORFINISHED SURFACE CONTOUR MAJORFINISHED SURFACE LEVELTOP/TOE OF BATTER LEVELPROPOSED WATER MAINPROPOSED RECYCLED WATER MAINPROPOSED ELECTRICITYPROPOSED TELSTRAPROPOSED OPTIC FIBRE CONDUITPROPOSED GAS MAINPROPOSED SEWERPROPOSED SEWER RISING MAIN

PROPOSED STORMWATER DRAIN & PIT

PROPOSED HOUSE DRAINPROPOSED DRAINAGE INLETAUTHORITY DRAIN & PIT

PIT NUMBER

PROPOSED FOOTPATH

PROPOSED DRIVEWAY

PROPOSED INDUSTRIAL DRIVEWAY

GAS & WATER CONDUITPROPOSED AG DRAIN & FLUSHER PITPROPOSED CATCH DRAINPROPOSED SWALE DRAIN5 YEAR FLOW ARROW100 YEAR FLOW ARROWTEMPORARY BENCH MARK (TBM)

PROPOSED PERMANENT SURVEY MARK

PROPOSED BOLLARDPROPOSED LIGHT & POLEPROPOSED ESTATE FENCEPROTECTIVE TREE FENCINGPROPOSED TOP OF BATTERPROPOSED TOE OF BATTERRIDGE / CHANGE OF GRADEPROPOSED SLEEPER RETAINING WALLPROPOSED ROCK RETAINING WALL

PARKING BAY/PAVED AREA

CONCRETE PAVEMENT THRESHOLD

ROCK BEACHING

CRUSHED ROCK TURNAROUND

EXCAVATION GREATER THAN 200mm

FILLING GREATER THAN 200mm

PAVEMENT TO BE REMOVED

Ex 450Ø

168.90169.00

EX158.664

52CH20.06

TPCh116.57

168.90169.00

FS158.385T167.15

25.50m ROAD RESERVE11.20m CARRIAGEWAY (WITH PARKING BAYS)

Road A

NON DRINKING WATER

3.60TELCOELECTRICITY

3.50 3.50

3.00BIKE PATH

1 IN 10 (MAX)1 IN 30 (MIN)

1.50PATH

1 IN 40

1.50PATH

0.60B2

2.10 2.10

CARRIAGEWAY

PARKING BAY PARKING BAY

1 IN 30 1 IN 30

1 IN 10 (MAX)1 IN 30 (MIN)

16.00m ROAD RESERVE7.30m CARRIAGEWAY

Road D

25.50m ROAD RESERVE

NON DRINKING WATER

1.00SEWER

3.50 3.50

1.50PATH

1 IN 40

6.60VERGE

0.60B2

CARRIAGEWAY

1 IN 30 1 IN 30

1 IN 10 (MAX)1 IN 30 (MIN)

7.00m CARRIAGEWAY Road A

SECTIONSCALE 1 : 100

SECTIONSCALE 1 : 100 E

FP01SECTIONSCALE 1 : 100

Road B CFP01

Road C DFP01

2.65VERGE1.50PATH

1.50 2.65

1 IN 10 (MAX)1 IN 30 (MIN)

1 IN 40

0.60B2

1 IN 30

0.60B2

1 IN 30

3.653.65CARRIAGEWAY

1 IN 40

0.05 0.05

1.852.35

TELCOELECTRICITY

NON DRINKING WATER

1.00SEWER

1 IN 10 (MAX)1 IN 30 (MIN)

1.00 SEWER

2.65VERGE

1.50PATH

1.502.65

1 IN 10 (MAX)1 IN 30 (MIN)

1 IN 40

0.60B2

1 IN 30

0.60B2

1 IN 30

3.65 3.65CARRIAGEWAY

1 IN 40

0.050.05

1.852.35

TELCOELECTRICITY

NON DRINKING WATER

1.00 SEWER

1 IN 10 (MAX)1 IN 30 (MIN)

1.00SEWER

2.65VERGE1.50PATH

1 IN 10 (MAX)1 IN 30 (MIN)

1 IN 40

0.60B2

1 IN 30

0.60B2

1 IN 30

3.653.65CARRIAGEWAY

1 IN 40

0.05 0.05

1.852.35

TELCOELECTRICITY

NON DRINKING WATER

1.00SEWER

1 IN 10 (MAX)1 IN 30 (MIN)

1.00 SEWER2.85

3.60TELCOELECTRICITY

3.00BIKE PATH

1 IN 10 (MAX)1 IN 30 (MIN) 1 IN 40

1.50PATH

1 IN 40

Vertical

HorizontalScale

1 2 3 4 50

01:100,A1

1 2 3 4 5

Road A 25.50 1.00* S 1.80 S 2.20 S 2.65 N 3.60 S 1.00* N 2.85 S 1.00* VARIES G,NDW,DW & E,TRoad B 16.00 1.00* W 1.80 W 2.30 W 2.80 E 2.35 W 1.00* E 1.85 W 1.00* W4.35/E4.05 G,NDW,DW & E,TRoad C 16.00 1.00* N 1.80 N 2.30 N 2.80 S 2.35 N 1.00* S 1.85 N 1.00* N4.35/S4.05 G,NDW,DW & E,TRoad D 16.00 1.00* W 1.80 W 2.30 W 2.80 E 2.35 W 1.00* E 1.85 W 1.00* W4.35/E4.05 G,NDW,DW & E,T

SERVICE OFFSET TABLE

ROAD NAMEROAD

RESERVEWIDTH

TREEGAS

WATER ELECTRICITY COMMUNICATIONS/ NBN

BACK OF KERB SHAREDTRENCHINGNDW DW CABLES POLES CABLES PITS

SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET

DATEREV. AMENDMENTS APP'D REV.

MELWAYS:

SHEET No.

POS No.:

DESIGNED

CHECKED

STATUS:

AUTHORISED

Ph: 03 9562 7424

ldeng.com.au

116501FP02 C

CITY OF CASEY TYPICAL SECTIONS

B.SAUNDERS15.02.19

S.A.H.5.03.2019

2 6PRELIMINARY

134 H10

B. HEYME

5.03.2019N.MIRATANA

1. TELSTRA AND ELECTRICITY CABLES TO BE CONSTRUCTED IN A COMMON TRENCH IN ACCORDANCE WITH ELECTRICITY AUTHORITY STANDARD DRG's.2. GAS AND WATER MAINS TO BE CONSTRUCTED IN A COMMON TRENCH.3. * = OFFSET FROM BACK OF KERB

LEGEND:EXISTING WATER MAINEXISTING RECYCLED WATER MAINEXISTING UNDERGROUND ELECTRICITYEXISTING OVERHEAD ELEC & POLEEXISTING TELSTRA & SERVICE PITEXISTING OPTIC FIBREEXISTING GAS MAINEXISTING FENCEEXISTING SEWER & MANHOLEEXISTING SEWER RISING MAIN

EXISTING STORMWATER DRAIN & PIT

EXISTING HOUSE DRAINEXISTING SURFACE CONTOUR MINOREXISTING SURFACE CONTOUR MAJOREXISTING TOP OF BATTEREXISTING TOE OF BATTEREXISTING KERBEXISTING FOOTPATHEXISTING FILL LEVELEXISTING SURFACE LEVELEXISTING BUILDINGEXISTING SIGN AND POSTEXISTING PERMANENT SURVEY MARKROAD RESERVELOT BOUNDARYEASEMENTKERB & CHANNEL + TYPESAWCUT PAVEMENTCONCRETE EDGE STRIPLIMIT OF ROAD WORKSALLOTMENT NUMBERROAD CHAINAGE

ROAD TP CHAINAGE

SET-OUT POINT

FINISHED SURFACE CONTOUR MINORFINISHED SURFACE CONTOUR MAJORFINISHED SURFACE LEVELTOP/TOE OF BATTER LEVELPROPOSED WATER MAINPROPOSED RECYCLED WATER MAINPROPOSED ELECTRICITYPROPOSED TELSTRAPROPOSED OPTIC FIBRE CONDUITPROPOSED GAS MAINPROPOSED SEWERPROPOSED SEWER RISING MAIN

PROPOSED STORMWATER DRAIN & PIT

PROPOSED HOUSE DRAINPROPOSED DRAINAGE INLETAUTHORITY DRAIN & PIT

PIT NUMBER

PROPOSED FOOTPATH

PROPOSED DRIVEWAY

PROPOSED INDUSTRIAL DRIVEWAY

GAS & WATER CONDUITPROPOSED AG DRAIN & FLUSHER PITPROPOSED CATCH DRAINPROPOSED SWALE DRAIN5 YEAR FLOW ARROW100 YEAR FLOW ARROWTEMPORARY BENCH MARK (TBM)

PROPOSED PERMANENT SURVEY MARK

PROPOSED BOLLARDPROPOSED LIGHT & POLEPROPOSED ESTATE FENCEPROTECTIVE TREE FENCINGPROPOSED TOP OF BATTERPROPOSED TOE OF BATTERRIDGE / CHANGE OF GRADEPROPOSED SLEEPER RETAINING WALLPROPOSED ROCK RETAINING WALL

PARKING BAY/PAVED AREA

CONCRETE PAVEMENT THRESHOLD

CONCRETE PAVEMENT

ROCK BEACHING

CRUSHED ROCK TURNAROUND

EXCAVATION GREATER THAN 200mm

FILLING GREATER THAN 200mm

PAVEMENT TO BE REMOVED

Ex 450Ø

168.90169.00

EX158.664

52CH20.06

TPCh116.57

168.90169.00

FS158.385T167.15

ROAD C

8.6R8.6R

8.6R 8.6R

123124 118

ROAD C

8.6R8.6R

8.6R 8.6R

123 117118

151150

ROAD A

8.6R 8.6R

111110109 112 113

Vertical

HorizontalScale

01:250,A1

2.5 5 7.5 10 12.5

2.5 5 7.5 10 12.50

ROAD A25.5m ROAD RESERVE

SCALE 1 : 250

ROAD C16.00m ROAD RESERVE

SCALE 1 : 250

MELWAYS:

SHEET No.

POS No.:

DESIGNED

CHECKED

STATUS:

AUTHORISED

Ph: 03 9562 7424

ldeng.com.au

116501FP03 C

CITY OF CASEY TURNING MOVEMENTS (1)

B.SAUNDERS15.02.19

S.A.H.5.03.2019

3 6PRELIMINARY

134 H10

B. HEYME

5.03.2019N.MIRATANA

Service Vehicle (8.8 m)Overall Length 8.800mOverall Width 2.500mOverall Body Height 4.300mMin Body Ground Clearance 0.427mTrack Width 2.500mLock-to-lock time 4.00sCurb to Curb Turning Radius 12.500m

0.95 3.05

Passenger vehicle (5.2 m)Overall Length 5.200mOverall Width 1.940mOverall Body Height 1.804mMin Body Ground Clearance 0.295mTrack Width 1.840mLock-to-lock time 4.00sCurb to Curb Turning Radius 6.300m

8.6R8.6R

8.6R 8.6R

123124125

140147

ROAD A

ROAD AB2

8.6R 8.6R

111110109 112 113

412m²362m² 397m²394m²360m²

294m²

Vertical

HorizontalScale

01:250,A1

2.5 5 7.5 10 12.5

2.5 5 7.5 10 12.50

ROAD C25.50m ROAD RESERVE

SCALE 1 : 250

ROAD A16.00m ROAD RESERVE

SCALE 1 : 250

MELWAYS:

SHEET No.

POS No.:

DESIGNED

CHECKED

STATUS:

AUTHORISED

Ph: 03 9562 7424

ldeng.com.au

116501FP04 C

CITY OF CASEY TURNING MOVEMENTS (2)

B.SAUNDERS15.02.20

S.A.H.5.03.2019

4 6PRELIMINARY

134 H10

B. HEYME

5.03.2019N.MIRATANA

EXISTINGDEVELOPMENT

ROAD AB2

B2 B2B2

ROAD C

FUTURESTAGE 2

FUTUREDEVELOPMENT

BY OTHERS

EXISTINGDEVELOPMENT

FUTURESTAGE 2

111110

107106

127 126128

104 105

129130

103102

131132

140139138137136135134133 151150

Vertical

HorizontalScale

01:500,A1

5 10 15 20 25

5 10 15 20 25DATEREV. AMENDMENTS APP'D REV.

MELWAYS:

SHEET No.

POS No.:

DESIGNED

CHECKED

STATUS:

AUTHORISED

Ph: 03 9562 7424

ldeng.com.au

116501FP05 C

CITY OF CASEY PARKING, SIGNAGE AND

LINEMARKING PLAN

B.SAUNDERS15.02.19

S.A.H.5.03.2019

5 6PRELIMINARY

134 H10

B. HEYME

5.03.2019N.MIRATANA

SIGN LEGEND

ROAD CLOSED

R1-2ASIGN

T2 AND D5 SIGN

R1-2ASIGN

L.10355 F

OPEN DRAIN

SEALED TRACK

Ex. Ø300 RCP

Ex. Ø

RE-SHAPE & GRADEEXISTING OPEN DRAIN TOACCOMMODATE NEWSWALE DRAIN

TEMPORARY SWALE DRAIN TO DIRECTOVERLAND FLOW SOUTH THROUGHPROPOSED DEVELOPMENT

Vertical

HorizontalScale

01:500,A1

5 10 15 20 25

5 10 15 20 25DATEREV. AMENDMENTS APP'D REV.

MELWAYS:

SHEET No.

POS No.:

DESIGNED

CHECKED

STATUS:

AUTHORISED

Ph: 03 9562 7424

ldeng.com.au

116501FP06 C

CITY OF CASEYEXISTING FEATURES AND

TREE REMOVAL PLAN

B.SAUNDERS15.02.19

S.A.H.5.03.2019

6 6PRELIMINARY

134 H10

B. HEYME

5.03.2019N.MIRATANA

EXISTING DAM. DRAINAND DE-SLUDGE

EXITING SEALED TRACK TO BEPROTECTED DURING CONSTRUCTION

EXISTING JUNCTION PIT AND DRAINAGELINE TO REMAIN. CONTRACTOR TOPROTECT DURING CONSTRUCTION

EXISTING OPEN DRAIN TO BEDRAINED AND DE-SLUDGED

EXISTING VEGETATION TO BE TRIMMED /REMOVED. CONTRACTOR TO LIAISE WITHSUPERINTENDENT TO DETERMINE EXTENTOF REMOVAL / TRIMMING

EXISTING TREE TO BE REMOVED IFAPPROVED. CONTRACTOR TO LIAISEWITH COUNCIL APPROVED ARBORISTTO DETERMINE EXTENT OF REMOVAL /TRIMMING

Ex 450Ø ROAD A25.50m ROAD RESERVE 11.20m CARRIAGEWAY (WITH PARKING BAYS) Road A DRAINAGE DRAINAGE...

Documents

Transcript of Ex 450Ø ROAD A25.50m ROAD RESERVE 11.20m CARRIAGEWAY (WITH PARKING BAYS) Road A DRAINAGE DRAINAGE...

4. Road Drainage Construction - British Columbia. Road Drainage Construction Introduction To minimize negative impacts on the environment, forest road drainage systems should maintain

GUIDANCE NOTES ON ROAD PAVEMENT DRAINAGE DESIGN · RD/GN/035A Guidance Notes on Road Pavement Drainage Design Page 1 of 73 Guidance Notes on Road Pavement Drainage Design 1. Introduction

TWINWALL ROAD DRAINAGE SYSTEM - Condron Concrete

Beach Road Drainage Improvements Feasibility Study Road Drainage... · Beach Road Drainage Improvements Feasibility Study ii EXECUTIVE SUMMARY On April 12, 2004, concentrations of

11. Road Drainage and the Water Environment · • Appendix A11.3 Drainage Network Water Quality Calculations ... - Volume 11, Section 3, Part 10 HD 45/09 – Road Drainage and the

STANDARD DRAWINGS FOR ROAD & DRAINAGE ......2 of 3 STANDARD DRAWINGS FOR ROAD & DRAINAGE INFRASTRUCTURE INDEX PAVEMENT DETAILS SD 02 Road Characteristics and Pavement Composition –

Public and Commercial Road Drainage

Road & Drainage Improvements - Shady Shores, Texas

Rational Road Drainage Environment

Beach Road Drainage Improvements Feasibility Study Final ...

GUIDANCE NOTES ON ROAD PAVEMENT DRAINAGE DESIGN

Guideline Road Drainage

Werrington Arterial Road...earthwork, new road drainage, building the new road and upgrading the eastern side of the Caddens Road and Fowler Street intersections. 7 Drainage work on

Road Drainage Manual Chap 9

Legend MSASANI WARD - ROAD AND DRAINAGE MAP

Guidelines for Road Drainage

Road Drainage GB

Polypropylene Access Chambershandpsolutions.com/PDFs/13649_HPS_Brochure_16pp_AW.pdf · 06–07 HPS – your road-building and drainage partner HPS – your road-building and drainage

Product brochure Drainage systems – road and track ...

11 Road Drainage and the Water Environment drainage system associated with the existing A9 consists ... mitigation incorporated into the design would include ... Road Drainage and