ShingleGob Inaclete EAST TIE-IN DETAIL WEST TIE-IN DETAIL...
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W W W W W W W W W W W Battery Point Shingle & Boulders Shingle Gob Inaclete Key to symbols App’d Ch’k’d Description Drawn Date Rev Rev Status 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. ROCK REVETMENT Circa 60m 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 25m 12.5m EXISTING WATER MAIN W 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 Red Re Reda R R R Re R R Red Red R R R R
Transcript of ShingleGob Inaclete EAST TIE-IN DETAIL WEST TIE-IN DETAIL...
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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.
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!
!
Existing buried Outfall
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