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Battery Point
Shingle & Boulders
Shin
gle
G
ob Inacle
te
Key to symbols
App’dCh’k’dDescriptionDrawnDateRev
RevStatus
Drawing Number
Scale at A1
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Notes
Client
Reference drawings
Security
A 04/09/2018 Issued for Construction
P:\Inverness\Projects\DRAWINGS\385307 Operational Support to SSE\CC Battery Point
Coastal\01-WIP\CAD_Data\385307-MMD-00-BP-DR-C-0001.dwg Sep 4, 2018 - 10:30AM coo47655
T
W
©
Battery Point Coastal Protection
General Arrangement
SSE
10 Henderson Drive
Inverness
IV1 1SN
1:250 CON
385307-MMD-00-BP-DR-C-0001
A STD
Mott MacDonald Limited
16-18 Bank Street
Inverness IV1 1QY
United Kingdom
+44 (0)1463 239 323
mottmac.com
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.
We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
Mott MacDonald
1. All dimensions in metres and all levels in mAOD unless
otherwise stated.
2. This drawing is not to be scaled.
This data is based upon the O.S.map with the permission of Her Majesty's Stationery Office, © Crown Copyright.
Unauthorised reproduction infringes Crown Copyright and may lead to prosecution or civil proceedings.
Licence Number 0100031673.
RO
CK
RE
VE
TM
EN
T C
irca 6
0m
WEST TIE-IN DETAIL
See Drg.385307-MMD-00-BP-DR-C-0002
EAST TIE-IN DETAIL
See Drg.385307-MMD-00-BP-DR-C-0002
Existing fence
385307-MMD-00-BP-DR-C-0002 Revetment Typical Cross Section & Tie-in
Details
Existing Slipway
Access to Foreshore
Existing fence
1:250
0 25m12.5m
EXISTING WATER MAINW
SAFETY, HEALTH & ENVIRONMENTAL INFORMATION:
1. STABILITY OF EXISTING STRUCTURE. FOUNDATIONS
OF STONEWORK WALL UNKNOWN. REFER TO
CLAUSE 8.2 & 8.3.
2. STABILITY OF EXISTING STRUCTURE (GABIONS).
3. WORKING IN INTER-TIDAL ZONE. REFER TO CLAUSE
9.
4. PUBLIC ACCESS ALONG FORESHORE.
5. STABILITY OF ARMOURSTONE UNITS DURING
PLACEMENT. REFER TO CLAUSE 3
6. POTENTIAL FOR ADDITIONAL UNKNOWN SERVICES.
CONTRACTOR SHALL CONFIRM LOCATIONS PRIOR
TO EXCAVATION.
!
!
!
Existing buried Outfall
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