MUNICIPALITY PARKING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 MUNICIPALITY PARKING NO PARKING INSIDE PARKING 18 19 20 21 BLANK PLOT C (MINISTRY OF HEALT MAINTENANCE DEPARTMENT BLANK PLOT SEWAGE PUMP ( STATION 1) B MUNICIPALITY PARKING 1 2 MUNICIPALITY PARKING NO PARKING 17 NEW PLANTERS SPACE FOR FUTURE SUBSTATION 3 4 5 6 7 8 9 10 11 12 15 14 13 18 19 20 21 22 23 24 25 26 27 28 35 34 33 32 31 30 29 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Existing Existing Existing Existing 16 17 NEW MUNICIPALITY PARKING OTHER'S PROPERTY PROPOSED CONCRETE BARRIER NEW GUARD BOOTH A B LOCATION OPTIONS
Transcript
MUNICIPALITY PARKING
1 2 3 4 5 6 78 9 10 11 12 13 14
15 1617
MUNICIPALITY PARKING
NO PARKING
IN
SID
E P
AR
KIN
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18 19 20 21
BLANK PLOT
72740.28
C
(MINISTRY OF HEALTH )
39604.12
MAINTENANCE
DEPARTMENT
9140.16
BLANK PLOT
16400.14
2596.80
6294.88
2450.00
19300.06
3649.02
6250.75
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MUNICIPALITY PARKING
1 2
MUNICIPALITY PARKING
NO PARKING
17 NEW PLANTERS
SPACE FOR FUTURE
SUBSTATION
3 4 5 6 7 8 9 1011
1215 14
13
18
19
20
21
22
23
24
25
26
27
28
35
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NEW MUNICIPALITY PARKING
OTHER'S
PROPERTY
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BARRIER
NEW
GUARD
BOOTH
A
B
LOCATION
OPTIONS
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30M SETBACK
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SBU
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PLEASE NOTE: THE DRAWINGS ARE FOR INTERNAL USE ONLY AND ARE NOT SUPPOSED TO BE SHARED WITH ANY EXTERNAL PARTY (CONTRACTOR, VENDOR ETC.) WITHOUT PERMISSION FROM FM OFFICE.
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FF
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(2 NO) 300mm PIPE
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SW
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ABANDONED SEWER LINE.
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(2 NO) 300mm PIPE
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CORNER OF
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SUB STATION
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T.C
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(2 NO) 300mm PIPE
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SW
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E
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SW
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TL
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14mm STEEL ROD SURROUNDINGWITH CONCRETE BASE
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TOW 5.00
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CONCRETE BOUNDARY WALL
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D
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14mm STEEL ROD SURROUNDINGWITH CONCRETE BASE
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ALIGNMENT OF THE WALL
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150mm D.I(PLAN)
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Y
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D
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H
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TL
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T.P.
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TL
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TOW 5.00
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Y
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D
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H
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TL
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H
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WS
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TL
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D
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D
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Y
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CONCRETE BOUNDARY WALL
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150mm D.I(PLAN)
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EXISTING SANITARY
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SEWER MANHOLE
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& GULLY TRAP
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EXISTING WATER TANK
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EXISTING GUARD BOOTH
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EXISTING DRIP IRRIGATION MANHOLE
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EXISTING POLICE BOOTH
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EXISTING WATER METER
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EXISTING ELECTRICAL MANHOLE
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EXISTING SANITARY
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SEWER MANHOLE
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& GULLY TRAP
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EXISTING WATER TANK
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EXISTING WATER METER
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EXISTING
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MANHOLE
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EXISTING MANHOLE FOR DRIP IRRIGATION
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EXISTING
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GUARD BOOTH
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EXISTING ELECTRICAL
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MANHOLE FOR CABLE LOOPING
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POWER
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SOURCE
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EXISTING
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EXISTING SITE LAYOUT
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Project Number
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-
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Classification
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AFM : _______________________
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Release For Construction:
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CADD Plot Scale
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Drawing Scale
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Drawing Title
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CONCEPT
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Marwan Issa
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APR 13 2020
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Date
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Drawn By
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Smriti Vishwakarma
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Checked By
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Phase
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Drawing No.
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60%
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35%
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100%
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90%
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AS BUILT
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MC : _______________________
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DCM : _______________________
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Description
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%%UAPPROVED BY:
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RSO : _______________________
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GSO : _______________________
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FM : _______________________
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Rev Number
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Revisions
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Date
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This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without express written permission of: Facilities Management Office, U.S. Department of State, Abu Dhabi, U.A.E. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
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WARNING:
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D.C.
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United States Department of State
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OVERSEAS BUILDINGS OPERATIONS
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Washington,
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C
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E
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U.S. EMBASSY
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ABU DHABI, U.A.E.
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FACILITIES MANAGEMENT
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I
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B
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U
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A
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Sheet 01
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FM-062
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PLAN
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EXISTING SERVICES ARE INDICATIVE ONLY
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2.
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1.
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NOTES
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ALL DIMENSIONS ARE IN MILLIMETERS
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KEY PLAN
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SBU
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SBU
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PROPOSED NEW PRE-CAST CONCRETE PLANTERS - NEAR POLICE BOOTH
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ACTUAL LOCATION OF SERVICES MAY VARY.
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LEGEND
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D
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DRAINAGE LINE
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TL
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TELECOM LINE
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SW
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STORM WATER LINE
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E
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ELECTRICAL LINE + MANHOLE
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STREET LIGHT
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STREET LIGHT
MUNICIPALITY PARKING
1 2
MUNICIPALITY PARKING
NO PARKING
17 NEW PLANTERS
SPACE FOR FUTURE
SUBSTATION
3 4 5 67 8
910 11
1215 14 13
18
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OTHER'S
PROPERTY
PROPOSED CONCRETE
BARRIER
NEW
GUARD
BOOTH
A
B
LOCATION
OPTIONS
(A OR B)
1 2
17 NEW PLANTERS
SPACE FOR FUTURE
SUBSTATION
3 4 5 6 7 8 910 11
1215 14 13
18
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OTHER'S
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BARRIER
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GUARD
BOOTH
A
B
LOCATION
OPTIONS
(A OR B)
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EXISTING SANITARY
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SEWER MANHOLE
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& GULLY TRAP
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EXISTING WATER TANK
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EXISTING WATER METER
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EXISTING
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MANHOLE
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EXISTING MANHOLE FOR DRIP IRRIGATION
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EXISTING
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GUARD BOOTH
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EXISTING ELECTRICAL
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MANHOLE FOR CABLE LOOPING
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POWER
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SOURCE
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EXISTING
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EXISTING SANITARY
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SEWER MANHOLE
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& GULLY TRAP
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EXISTING WATER TANK
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EXISTING WATER METER
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EXISTING
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MANHOLE
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EXISTING MANHOLE FOR DRIP IRRIGATION
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EXISTING
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GUARD BOOTH
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EXISTING ELECTRICAL
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MANHOLE FOR CABLE LOOPING
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POWER
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SOURCE
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EXISTING
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CONCRETE BARRIERS
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3.
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FOR CURVED CORNER USE K-4 CORNER DET.
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17 Nos OF PLANTERS ARE ADDED
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2.
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1.
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NOTES
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ALL DIMENSIONS ARE IN MILLIMETERS
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KEY PLAN
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REMOVE EXISTING PLANTERS
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SBU
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SBU
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PROPOSED LAYOUT PLAN
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Project Number
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Classification
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AFM : _______________________
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Release For Construction:
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CADD Plot Scale
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Drawing Scale
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Drawing Title
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CONCEPT
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Marwan Issa
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APR 13 2020
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Date
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Drawn By
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Smriti Vishwakarma
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Checked By
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Phase
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Drawing No.
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60%
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35%
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100%
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90%
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AS BUILT
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MC : _______________________
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DCM : _______________________
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Description
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%%UAPPROVED BY:
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RSO : _______________________
AutoCAD SHX Text
GSO : _______________________
AutoCAD SHX Text
FM : _______________________
AutoCAD SHX Text
Rev Number
AutoCAD SHX Text
Revisions
AutoCAD SHX Text
Date
AutoCAD SHX Text
This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without express written permission of: Facilities Management Office, U.S. Department of State, Abu Dhabi, U.A.E. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
AutoCAD SHX Text
WARNING:
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D.C.
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United States Department of State
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OVERSEAS BUILDINGS OPERATIONS
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Washington,
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C
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E
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I
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U.S. EMBASSY
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ABU DHABI, U.A.E.
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FACILITIES MANAGEMENT
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I
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B
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U
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A
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Sheet 02
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FM-062
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LEGEND
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PROPOSED NEW PLANTERS
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PROPOSED NEW PRE-CAST CONCRETE PLANTERS - NEAR POLICE BOOTH
1 2
17 NEW PLANTERS
SPACE FOR FUTURE
SUBSTATION
3 4 5 6 7 89
10 11
1215 14 13
NEW MUNICIPALITY PARKING
K4C
DETAIL A DETAIL B
IN-SITU
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PAD
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K4C
K4 K4 K4 K4 K4 K4 K4 K4 K4
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CONCRETE
PAD
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CONCRETE
PAD
IN-SITU
CONCRETE
PAD
IN-SITU
CONCRETE
PAD
IN-SITU
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PAD
IN-SITU
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PAD
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PAD
IN-SITU
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PAD
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CONCRETE
PAD
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DETAIL C
ASPHALT ROAD
ASPHALT ROAD
PAVEMENT PAVEMENT
PAVEMENT
MUNICIPALITY PARKING
1 2
MUNICIPALITY PARKING
NO PARKING
17 NEW PLANTERS
SPACE FOR FUTURE
SUBSTATION
3 4 5 6 7 8 9 10 11
1215 14 13
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BOOTH
A
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OPTIONS
(A OR B)
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EXISTING SANITARY
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SEWER MANHOLE
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& GULLY TRAP
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EXISTING WATER TANK
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EXISTING WATER METER
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EXISTING
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MANHOLE
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EXISTING
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EXISTING ELECTRICAL
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MANHOLE FOR CABLE LOOPING
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POWER
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SOURCE
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EXISTING
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NEW PLANTERS SPACING
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-
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Release For Construction:
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CADD Plot Scale
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Drawing Scale
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Drawing Title
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CONCEPT
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Marwan Issa
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APR 13 2020
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Date
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Drawn By
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Smriti Vishwakarma
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Checked By
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Phase
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Drawing No.
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60%
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35%
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100%
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90%
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AS BUILT
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MC : _______________________
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DCM : _______________________
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Description
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%%UAPPROVED BY:
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RSO : _______________________
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GSO : _______________________
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FM : _______________________
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Rev Number
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Revisions
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Date
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This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without express written permission of: Facilities Management Office, U.S. Department of State, Abu Dhabi, U.A.E. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
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WARNING:
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D.C.
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United States Department of State
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OVERSEAS BUILDINGS OPERATIONS
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Washington,
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E
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I
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A
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M
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U.S. EMBASSY
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ABU DHABI, U.A.E.
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FACILITIES MANAGEMENT
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I
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B
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U
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A
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U
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M
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Y
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A
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A
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E
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Sheet 03
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FM-062
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DETAILED PLAN
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LEGEND
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PROPOSED NEW PLANTERS
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CONCRETE BARRIERS
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3.
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FOR CURVED CORNER USE K-4 CORNER DET.
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17 Nos OF PLANTERS ARE ADDED
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2.
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1.
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NOTES
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ALL DIMENSIONS ARE IN MILLIMETERS
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KEY PLAN
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REMOVE EXISTING PLANTERS
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SBU
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SBU
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4.
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FOR IN-SITU CONCRETE PAD USE DETAIL NO 3
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TO BE REINFORCED AND CASTED ON SITE AFTER
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INSTALLATION OF PLANTERS, WIRE ROPE & SPLICE
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PROPOSED NEW PRE-CAST CONCRETE PLANTERS - NEAR POLICE BOOTH
MUNICIPALITY PARKING
1 2
MUNICIPALITY PARKING
NO PARKING
17 NEW PLANTERS
SPACE FOR FUTURE
SUBSTATION
3 4 5 6 7 8 9 1011
1215 14
13
18
19
20
21
22
23
24
25
26
27
28
35
34
33
32
31
30
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NEW MUNICIPALITY PARKING
OTHER'S
PROPERTY
PROPOSED CONCRETE
BARRIER
NEW
GUARD
BOOTH
A
B
LOCATION
OPTIONS
(A OR B)
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GENERAL NOTE:
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THIS IS A SINGLE, PRE-CAST SURFACE PLANTER SYSTEM THAT CAN BE MADE
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LOCALLY IN APPROPRIATE QUANTITIES FOR PERIMETER PROTECTION APPLICATIONS.
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PLACEMENT CAN BE MADE WITH DIFFERENT SPACING AND CONNECTION DETAILS TO
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PROVIDE PROTECTION AGAINST A RANGE OF APPROACH IMPACT SPEEDS. THE DETAILED
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LAYOUT SHOULD INCLUDE DENTIFICATION OF REQUIRED PEDESTRIAN ACCESS LOCATIONS,
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HIGH SPEED RAMMING APPROACHES, SURFACE CONDITIONS FOR ANCHORAGE (ASPHALT,
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CONCRETE, SOIL) ETC.
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THE WIRE ROPE-CABLES CONNECTING THE PLANTERS SHALL BE CLIPPED SUFFICIENTLY
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AND THEN COVERED WITH A CONCRETE PAD (POURED IN PLACE AT SAME TIME WHEN
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NOTES:
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1. USE 4-16mm DIA WIRE ROPE MEETING ASTM 1023 OR BS EN 12385-2002 STANDARDS
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2. USE 2 INCH SCH 40 PVC PIPE FOR 4-16mm DIAMETER CABLES.
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3. USE G-429 FIST GRIP CLIPS BY THE CROSBY GROUP
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(SEE WWW. THE CROSBY GROUP.COM)
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4. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFIRMING
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TO ASTM A615 GRADE 60 OR BS 4449/97 GR 460B T2 STANDARDS
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5. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH COMPRESSIVE
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STRENGTH 40N/mm2 @ 28 DAYS
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6. ALL CONCRETE SHALL BE AIR ENTRAINED (5% +1)
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7A. WHEN PLANTER IS SET ON CONCRETE PAVERS, ENSURE THE PAVERS ARE LEVELLED
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8. ANY SOIL SURROUNDING THE PLANTER SHALL BE COMPACTED TO 90%%% PROCTOR
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9. MAXIMUM SPACING BETWEEN PLANTERS INSTALLATION IS 1000MM.
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10. ALL DIMENSIONS SHALL BE VERIFIED BY THE VENDOR AT SITE WITH APPROVAL FROM EMBASSY.
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11. CONTRACTOR TO INSURE CLOSE MONITORING OF THE PLANTERS DURING PRE-CASTING PROCESS
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SPECIALLY FOR PROPER CLEAR COVER OF THE R/F, SLUMP TEST BEFORE LEAVING THE BATCHING PLANT AND
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BEFORE POURING CONCRETE FOR PRE-CAST PLANTERS. REPORT COMPRESSIVE STRENGTH, TEMPERATURE AND
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HONEYCOMING LOCATIONS FOR EACH BACH FOR APPROVAL BY EMBASSY. ALL THE ABOVE MENTIONED PROCESS
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SHALL BE CARRIED OUT UNDER SUPERVISION/ APPROVAL OF EMBASSY PERSONNEL.
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12. ANY REPAIR WORK TO BE CARRIED OUT SHALL BE AUTHORIZED BY THE EMBASSY PERSONNEL.
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AND INSTALLED (FLAT ON TOP) ON SAND AND CEMENT MIX ATLEAST 100MM THICK OVER
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THE ENTIRE BASE. ENSURE THE CONCRETE PAVERS EXTEND 300MM ALL AROUND THE PLANTERS BASE.
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PLANTERS ARE INSTALLED)
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EXISTING SANITARY
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SEWER MANHOLE
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& GULLY TRAP
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EXISTING WATER TANK
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EXISTING WATER METER
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EXISTING
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MANHOLE
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EXISTING MANHOLE FOR DRIP IRRIGATION
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EXISTING
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GUARD BOOTH
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EXISTING ELECTRICAL
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MANHOLE FOR CABLE LOOPING
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POWER
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SOURCE
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EXISTING
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CONSTRUCTION NOTES
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E
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D
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N
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SBU
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Project Number
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-
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Classification
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AFM : _______________________
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Release For Construction:
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CADD Plot Scale
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Drawing Scale
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Drawing Title
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CONCEPT
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Marwan Issa
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APR 13 2020
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Date
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Drawn By
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Smriti Vishwakarma
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Checked By
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Phase
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Drawing No.
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60%
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35%
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100%
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90%
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AS BUILT
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MC : _______________________
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DCM : _______________________
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Description
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%%UAPPROVED BY:
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RSO : _______________________
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GSO : _______________________
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FM : _______________________
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Rev Number
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Revisions
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Date
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This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without express written permission of: Facilities Management Office, U.S. Department of State, Abu Dhabi, U.A.E. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
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WARNING:
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D.C.
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United States Department of State
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OVERSEAS BUILDINGS OPERATIONS
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Washington,
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C
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E
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I
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M
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Y
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T
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G
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A
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A
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N
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L
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I
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M
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U.S. EMBASSY
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ABU DHABI, U.A.E.
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FACILITIES MANAGEMENT
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I
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B
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U
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A
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U
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D
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H
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B
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M
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Y
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A
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S
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S
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B
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A
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E
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S
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T
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A
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F
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E
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N
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Sheet 04
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FM-062
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DETAILED PLAN
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3.
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FOR CURVED CORNER USE K-4 CORNER DET.
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17 Nos OF PLANTERS ARE ADDED
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2.
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1.
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NOTES
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ALL DIMENSIONS ARE IN MILLIMETERS
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KEY PLAN
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SBU
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SBU
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4. CONCRETE COVER TO REINFORCEMENT FOR
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SIDES =40mm & BOTTOM = 75mm
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5.
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FOR IN-SITU CONCRETE PAD USE DETAIL NO 3
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TO BE REINFORCED AND CASTED ON SITE AFTER
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INSTALLATION OF PLANTERS, WIRE ROPE & FIST
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GRIP CLIPS
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PROPOSED NEW PRE-CAST CONCRETE PLANTERS - NEAR POLICE BOOTH
DETAILED PLAN FOR K4 PLANTER
(DETAIL A)
MUNICIPALITY PARKING
1 2
MUNICIPALITY PARKING
NO PARKING
17 NEW PLANTERS
SPACE FOR FUTURE
SUBSTATION
3 4 5 6 7 8 9 1011
1215 14
13
18
19
20
21
22
23
24
25
26
27
28
35
34
33
32
31
30
29
363738394041
42
43
44
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47
48
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52
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17
NEW MUNICIPALITY PARKING
OTHER'S
PROPERTY
PROPOSED CONCRETE
BARRIER
NEW
GUARD
BOOTH
A
B
LOCATION
OPTIONS
(A OR B)
DETAILED PLAN FOR K4C PLANTER
(DETAIL B)
REMOVAL OF PLANTERS
(DETAIL C)
DETAILED PLAN FOR
REMOVAL OF PLANTERS
(DETAIL D)
DETAILED PLAN FOR
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ATTACK SIDE
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REINFORCED CONCRETE PAD
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(CONCRETE CASTING TO BE
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DONE AFTER INSTALLING THE
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PLANTERS, WIRE ROPE & GRIP CLIPS)
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300 THK IN-SITU
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ATTACK SIDE
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ATTACK SIDE
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4-FIST GRIP CLIPS TYPICAL AT THE
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END OF ARRAY OF CONCRETE PLANTER ONLY
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ONE FIST GRIP CLIP AT EITHER
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AT EITHER SIDE OF CONCRETE PLANTER
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EXISTING PLANTER
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REINFORCED CONCRETE PAD
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(CONCRETE CASTING TO BE
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DONE AFTER INSTALLING THE
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PLANTERS, WIRE ROPE & GRIP CLIPS)
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300 THK IN-SITU
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REINFORCED CONCRETE PAD
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(CONCRETE CASTING TO BE
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DONE AFTER INSTALLING THE
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PLANTERS, WIRE ROPE & GRIP CLIPS)
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300 THK IN-SITU
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EXISTING SANITARY
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SEWER MANHOLE
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& GULLY TRAP
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EXISTING WATER TANK
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EXISTING WATER METER
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EXISTING
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MANHOLE
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EXISTING MANHOLE FOR DRIP IRRIGATION
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EXISTING
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GUARD BOOTH
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EXISTING ELECTRICAL
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MANHOLE FOR CABLE LOOPING
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POWER
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SOURCE
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EXISTING
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ATTACK SIDE
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ATTACK SIDE
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REINFORCED CONCRETE PAD
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(CONCRETE CASTING TO BE
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DONE AFTER INSTALLING THE
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PLANTERS, WIRE ROPE & GRIP CLIPS)
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300 THK IN-SITU
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ATTACK SIDE
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BREAK THE REINFORCED CONCRETE PAD WITH CAUTION TO PREVENT LOOSENING OF CONCEALED WIRE ROPE
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BEFORE CUTTING CABLE FIST GRIP CLIPS MIN 4 NOS. AT THE END TO MAINTAIN THE TENSION IN WIRE ROPE.
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BREAK THE REINFORCED CONCRETE PAD WITH CAUTION TO PREVENT LOOSENING OF CONCEALED WIRE ROPE
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BEFORE CUTTING CABLE FIST GRIP CLIPS MIN 4 NOS. AT THE END TO MAINTAIN THE TENSION IN WIRE ROPE.
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REMOVE THE PRECAST PLANTER WITH WIRE ROPES
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AFTER REMOVAL OF CUT WIRE ROPE SECURE THE CONNECTION BY CASTING 300 THK REINFORCED CEMENT CONCRETE PAD (REFER DETAIL NO. 3)
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AFTER REMOVAL OF CUT WIRE ROPE SECURE THE CONNECTION BY CASTING 300 THK REINFORCED CEMENT CONCRETE PAD (REFER DETAIL NO. 3)
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REMOVE THE PRECAST PLANTER WITH WIRE ROPES
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BREAK THE REINFORCED CONCRETE PAD WITH CAUTION TO PREVENT LOOSENING OF CONCEALED WIRE ROPE
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BEFORE CUTTING CABLE FIST GRIP CLIPS MIN 4 NOS. AT THE END TO MAINTAIN THE TENSION IN WIRE ROPE.
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REMOVE THE PRECAST PLANTER WITH WIRE ROPES
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AFTER REMOVAL OF CUT WIRE ROPE SECURE THE CONNECTION BY CASTING 300 THK REINFORCED CEMENT CONCRETE PAD (REFER DETAIL NO. 3)
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EXISTING PLANTER
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DETAILED PLAN OF K4C
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E
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P
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T
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D
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I
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N
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SBU
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Project Number
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-
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Classification
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AFM : _______________________
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Release For Construction:
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CADD Plot Scale
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Drawing Scale
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Drawing Title
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CONCEPT
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Marwan Issa
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APR 13 2020
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Date
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Drawn By
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Smriti Vishwakarma
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Checked By
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Phase
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Drawing No.
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60%
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35%
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100%
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90%
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AS BUILT
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MC : _______________________
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DCM : _______________________
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Description
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%%UAPPROVED BY:
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RSO : _______________________
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GSO : _______________________
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FM : _______________________
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Rev Number
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Revisions
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Date
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This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without express written permission of: Facilities Management Office, U.S. Department of State, Abu Dhabi, U.A.E. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
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WARNING:
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D.C.
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United States Department of State
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OVERSEAS BUILDINGS OPERATIONS
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Washington,
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C
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E
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I
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M
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Y
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T
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G
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A
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A
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N
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L
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I
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M
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U.S. EMBASSY
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ABU DHABI, U.A.E.
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FACILITIES MANAGEMENT
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I
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B
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U
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A
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U
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D
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H
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B
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M
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Y
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A
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S
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S
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B
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A
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E
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S
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T
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A
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F
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E
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N
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Sheet 05
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FM-062
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CURVED CORNER OF PLANTERS
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3.
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FOR CURVED CORNER USE K-4 CORNER DET.
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17 Nos OF PLANTERS ARE ADDED
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2.
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1.
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NOTES
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ALL DIMENSIONS ARE IN MILLIMETERS
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KEY PLAN
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SBU
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SBU
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4. CONCRETE COVER TO REINFORCEMENT FOR
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SIDES =40mm & BOTTOM = 75mm
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5.
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FOR IN-SITU CONCRETE PAD USE DETAIL NO 3
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TO BE REINFORCED AND CASTED ON SITE AFTER
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INSTALLATION OF PLANTERS, WIRE ROPE & SPLICE
AutoCAD SHX Text
PROPOSED NEW PRE-CAST CONCRETE PLANTERS - NEAR POLICE BOOTH
MUNICIPALITY PARKING
1 2
MUNICIPALITY PARKING
NO PARKING
17 NEW PLANTERS
SPACE FOR FUTURE
SUBSTATION
3 4 5 6 7 8 9 10 11
1215 14 13
18
19
20
21
22
23
24
2526
27
28
35
34
33
32
31
30
29
363738394041
42
43
44
45
46
47
48
49
50
51
52
53
Existing
Existing
Existing
Existing
16
17
NEW MUNICIPALITY PARKING
OTHER'S
PROPERTY
PROPOSED CONCRETE
BARRIER
NEW
GUARD
BOOTH
A
B
LOCATION
OPTIONS
(A OR B)
ELEVATION VIEW OF PLANTERS
PLAN VIEW
FRONT ELEVATION SIDE ELEVATION
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EXISTING SANITARY
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SEWER MANHOLE
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& GULLY TRAP
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EXISTING WATER TANK
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EXISTING WATER METER
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EXISTING
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MANHOLE
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EXISTING MANHOLE FOR DRIP IRRIGATION
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EXISTING
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GUARD BOOTH
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EXISTING ELECTRICAL
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MANHOLE FOR CABLE LOOPING
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POWER
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SOURCE
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EXISTING
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R/F CONCRETE PLANTER
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(40 N/mm2 @ 28 DAYS)
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SCALE 1:10
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300 THK IN-SITU REINFORCED CONCRETE PAD
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(CONCRETE CASTING TO BE DONE AFTER INSTALLING
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THE WIRE ROPE) REFER DETAIL NO. 3
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TOP SURFACE OF THE INTERLOCKING BLOCKS
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ATTACK SIDE
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#4 REBARS @
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300mm C/C
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EW. EF
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SCALE 1:10
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2
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5
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1
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5
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3
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5
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ONE FIST GRIP CLIP AT EITHER
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AT EITHER SIDE OF CONCRETE PLANTER
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4-FIST GRIP CLIPS TYPICAL AT THE
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END OF ARRAY OF CONCRETE PLANTER ONLY
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40 COVER
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40 COVER
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C PF PIPE
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SLEEVE BEYOND
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L
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12mm @ 300 O/C EW. EF
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#5 @ 300 O/C EW. EF
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40 COVER
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40 COVER
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12mm @ 300 O/C
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50mm PVC SLEEVE
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FOR 4-16mm WIRE
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FIBRE GLASS FILTER FABRIC
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END CAP PVC DRAIN PIPE.
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COVERED OVER WITH GRAVEL
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SCALE 1:10
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SCALE 1:10
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6mm BRC MESH 200 O/C
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FINISH LEVEL OF PAVERS
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FOR DRAINAGE
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PLANS & ELEVATIONS
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E
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P
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E
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F
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A
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R
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T
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A
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S
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T
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A
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A
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F
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O
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T
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A
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S
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E
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T
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S
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D
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T
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E
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E
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M
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C
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U
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T
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D
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I
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N
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SBU
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Project Number
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-
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Classification
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AFM : _______________________
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Release For Construction:
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CADD Plot Scale
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Drawing Scale
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Drawing Title
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CONCEPT
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Marwan Issa
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APR 13 2020
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Date
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Drawn By
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Smriti Vishwakarma
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Checked By
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Phase
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Drawing No.
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60%
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35%
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100%
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90%
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AS BUILT
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MC : _______________________
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DCM : _______________________
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Description
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%%UAPPROVED BY:
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RSO : _______________________
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GSO : _______________________
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FM : _______________________
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Rev Number
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Revisions
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Date
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This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without express written permission of: Facilities Management Office, U.S. Department of State, Abu Dhabi, U.A.E. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
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WARNING:
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D.C.
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United States Department of State
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OVERSEAS BUILDINGS OPERATIONS
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Washington,
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C
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E
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I
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M
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Y
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T
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G
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A
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A
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N
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L
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I
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M
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U.S. EMBASSY
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ABU DHABI, U.A.E.
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FACILITIES MANAGEMENT
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I
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B
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U
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A
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U
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D
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H
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B
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M
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Y
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A
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S
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S
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B
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A
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E
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S
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T
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A
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F
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E
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N
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Sheet 06
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FM-062
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FOR K4C & K4 PLANTERS
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3.
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FOR CURVED CORNER USE K-4 CORNER DET.
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17 Nos OF PLANTERS ARE ADDED
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2.
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1.
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NOTES
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ALL DIMENSIONS ARE IN MILLIMETERS
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KEY PLAN
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SBU
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SBU
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4.
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FOR NOTES REFER SHEET 04
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5.
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FOR SPACING DETAILS REFER SHEET 02
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6. CONCRETE COVER TO REINFORCEMENT FOR
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SIDES =40mm & BOTTOM = 75mm
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7.
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FOR IN-SITU CONCRETE PAD USE DETAIL NO 3
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TO BE REINFORCED AND CASTED ON SITE AFTER
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INSTALLATION OF PLANTERS, WIRE ROPE & SPLICE
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PROPOSED NEW PRE-CAST CONCRETE PLANTERS - NEAR POLICE BOOTH
SPACE FOR FUTURE
SUBSTATION
NEW MUNICIPALITY PARKING
OTHER'S
PROPERTY
MUNICIPALITY PARKING
1 2
MUNICIPALITY PARKING
NO PARKING
17 NEW PLANTERS
SPACE FOR FUTURE
SUBSTATION
3 4 5 6 7 8 9 10 11
1215 14 13
18
19
20
21
22
23
24
2526
27
28
35
34
33
32
31
30
29
363738394041
42
43
44
45
46
47
48
49
50
51
52
53
Existin
gE
xistin
gE
xistin
gE
xistin
g
16
17
NEW MUNICIPALITY PARKING
OTHER'S
PROPERTY
PROPOSED CONCRETE
BARRIER
NEW
GUARD
BOOTH
A
B
LOCATION
OPTIONS
(A OR B)
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FREE DISCHARGE TO
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NEAREST STORM DRAIN
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FREE DISCHARGE TO
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NEAREST STORM DRAIN
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EXISTING IRRIGATION VALVE
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PROPOSED GRP WATER TANK
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2000 X 2000 X 2000H
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PROPOSED BOOSTER PUMP
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AUTOMATIC CONTROL VALVE
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C.O.
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C.O.
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63MM HDPE RING MAIN INSTALLED 600MM BELOW GROUND LEVEL
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2" UPVC DRAIN HEADER CLASS E/ CLASS 16
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C.O.
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63MM HDPE RING MAIN INSTALLED 600MM BELOW GROUND LEVEL
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2" PVC DRAIN HEADER CLASS E/ CLASS 16
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FREE DISCHARGE TO
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NEAREST STORM DRAIN
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FREE DISCHARGE TO
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NEAREST STORM DRAIN
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EXISTING
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SANITARY SEWER MANHOLE
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& GULLY TRAP TO BE REBUILT
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WITH RCC AND ACCESS COVER
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TO BE HEAVY DUTY DUCTILE IRON
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FREE DISCHARGE TO
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NEAREST STORM DRAIN
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C.O.
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REMOVE EXISTING WATER TANK
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63MM HDPE RING MAIN
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INSTALLED 600MM BELOW
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GROUND LEVEL
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32MM HDPE PIPE WITH 1" VALVE - 28 nos. NEW
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32MM HDPE PIPE WITH
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1" VALVE - 28 nos. NEW
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EXISTING WATER METER MANHOLE
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TO BE REBUILT WITH RCC & ACCESS
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COVER TO BE HEADY DUTY & PAINTED BLUE
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& CONNECTIONS
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1.2 M X 1 M
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EXISTING MANHOLE FOR DRIP IRRIGATION
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PROPOSED DOOR (1500 WIDE
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2100 HIGH) WITH LOCK
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PROPOSED GALVANIZED FENCE
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PROPOSED CONCRETE
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BARRIER
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EXISTING ELECTRICAL
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MANHOLE FOR CABLE LOOPING
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PROPOSED ENCLOSURE (SIZE BASED ON
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PUMP SKID DIMENSION) WITH DOOR
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EXISTING SANITARY
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SEWER MANHOLE
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& GULLY TRAP
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EXISTING WATER TANK
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EXISTING WATER METER
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EXISTING
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MANHOLE
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EXISTING MANHOLE FOR DRIP IRRIGATION
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EXISTING
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GUARD BOOTH
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EXISTING ELECTRICAL
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MANHOLE FOR CABLE LOOPING
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POWER
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SOURCE
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EXISTING
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NEW PLANTERS DRIP
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E
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P
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E
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F
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E
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M
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O
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N
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T
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A
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R
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T
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A
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S
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T
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A
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A
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F
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O
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T
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A
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S
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E
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T
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S
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D
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T
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E
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E
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R
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M
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I
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C
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U
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T
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D
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I
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N
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SBU
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Project Number
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-
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Classification
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AFM : _______________________
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Release For Construction:
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CADD Plot Scale
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Drawing Scale
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Drawing Title
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CONCEPT
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Marwan Issa
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APR 28 2020
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Date
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Drawn By
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Smriti Vishwakarma
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Checked By
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Phase
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Drawing No.
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60%
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35%
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100%
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90%
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AS BUILT
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MC : _______________________
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DCM : _______________________
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Description
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%%UAPPROVED BY:
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RSO : _______________________
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GSO : _______________________
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FM : _______________________
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Rev Number
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Revisions
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Date
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This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without express written permission of: Facilities Management Office, U.S. Department of State, Abu Dhabi, U.A.E. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
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WARNING:
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D.C.
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United States Department of State
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OVERSEAS BUILDINGS OPERATIONS
AutoCAD SHX Text
Washington,
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C
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E
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I
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M
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Y
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T
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G
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A
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A
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N
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L
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I
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M
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U.S. EMBASSY
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ABU DHABI, U.A.E.
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FACILITIES MANAGEMENT
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I
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B
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U
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A
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U
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D
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H
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B
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M
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Y
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A
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S
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S
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B
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A
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E
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S
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T
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A
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F
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E
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N
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Sheet 07
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FM-062
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IRRIGATION SCHEMATIC
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LEGEND
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PROPOSED NEW PLANTERS
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CONCRETE BARRIERS
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SHALL BE INSTALLED UNDERGROUND
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ALL DRIP IRRIGATION LINES & DRAINAGE PIPE
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2.
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1.
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NOTES
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ALL DIMENSIONS ARE IN MILLIMETERS
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KEY PLAN
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REMOVE EXISTING PLANTERS
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SBU
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SBU
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3. MODIFY EXISTING DRIP IRRIGATION PIPING TO IRRIGATE THE EXISTING & NEW PLANTERS.
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5. DRAINAGE PIPE SHALL PASS TO THE PLANTER
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WALLS, TO BE INTEGRATED IN DESIGN DURING
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PROPOSED NEW PRE-CAST CONCRETE PLANTERS - NEAR POLICE BOOTH
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PRECASTING PROCESS OF CONSTRUCTION
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4. LAY NEW IRRIGATION LINE AND DRAINAGE LINE
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FOR PLANTERS
MUNICIPALITY PARKING
1 2
MUNICIPALITY PARKING
NO PARKING
17 NEW PLANTERS
SPACE FOR FUTURE
SUBSTATION
3 4 5 6 7 8 9 1011
1215 14
13
18
19
20
21
22
23
24
25
26
27
28
35
34
33
32
31
30
29
363738394041
42
43
44
45
46
47
48
49
50
51
52
53
Existing
Existing
Existing
Existing
16
17
NEW MUNICIPALITY PARKING
OTHER'S
PROPERTY
PROPOSED CONCRETE
BARRIER
NEW
GUARD
BOOTH
A
B
LOCATION
OPTIONS
(A OR B)
DETAIL OF CABLE SPLICE
CABLE TERMINATION DETAIL DETAIL PLAN CORNER OF PLANTER
PLAN VIEW
TYPICAL DETAIL OF REINFORCED CONCRETE PAD
ELEVATION
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EXISTING SANITARY
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SEWER MANHOLE
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& GULLY TRAP
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EXISTING WATER TANK
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EXISTING WATER METER
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EXISTING
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MANHOLE
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EXISTING MANHOLE FOR DRIP IRRIGATION
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EXISTING
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GUARD BOOTH
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EXISTING ELECTRICAL
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MANHOLE FOR CABLE LOOPING
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POWER
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SOURCE
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EXISTING
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SCALE 1:10
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PVC PIPE (SEE NOTE 2)
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WIRE ROPE
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(SEE NOTE 1)
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4-FIST GRIP CLIPS TYPICAL
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AT THE END OF ARRAY OF
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1
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5
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2
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5
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SCALE 1:4
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SCALE 1:4
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PLANTER ONLY
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FIBRE GLASS FILTER FABRIC
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END CAP PVC DRAIN PIPE.
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COVERED OVER WITH GRAVEL
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FOR DRAINAGE
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(SAME FOR DIAGONAL CORNER
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OF ALL PLANTERS)
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SAME FOR DIAGONAL CORNER OF ALL PLANTERS
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TO BE ADJUSTED AS PER
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PLANTER SPACING DETAIL
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6mm dia RE-BAR
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BRC MESH 200 X 200
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WIRE ROPE IN PVC
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PIPE SLEEVE
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3
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5
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SCALE 1:10
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FINISH LEVEL OF PAVERS
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NOTES:
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1. REINFORCED CONCRETE PAD SHALL BE CASTED
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AFTER INSTALLATION OF PLANTERS, ROPE WIRE &
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PVC PIPE SLEEVE
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2. CONCRETE MIX USED FOR IN-SITU CONSTRUCTION
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SHALL BE SAME AS PLANTER CONCRETE MIX
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3. DEPTH OF REINFORCED CONCRETE PAD TO MATCH
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THE EXISTING CONCRETE PAD AT SITE.
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4. EDGE OF THE REINFORCED CONCRETE PAD TO BE
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BEVELLED WITH NO SHARP EDGES.
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5. REINFORCED CONCRETE PAD TO BE INDEPENDENT
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FROM PLANTERS. HAIRLINE CRACKS TO BE AVOIDED.
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6. ANY DIFFERENCE IN DIMENSION AT SITE SHALL BE
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ADJUSTED IN THE REINFORCED CONCRETE PAD
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DETAILS - 1
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E
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P
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E
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F
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E
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M
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O
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N
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T
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A
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R
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T
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A
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S
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T
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A
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A
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F
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O
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T
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A
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S
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E
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T
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S
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D
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T
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E
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E
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R
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M
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I
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C
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U
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T
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D
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I
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N
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SBU
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Project Number
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-
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Classification
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AFM : _______________________
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Release For Construction:
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CADD Plot Scale
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Drawing Scale
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Drawing Title
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CONCEPT
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Marwan Issa
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APR 13 2020
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Date
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Drawn By
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Smriti Vishwakarma
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Checked By
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Phase
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Drawing No.
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60%
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35%
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100%
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90%
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AS BUILT
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MC : _______________________
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DCM : _______________________
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Description
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%%UAPPROVED BY:
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RSO : _______________________
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GSO : _______________________
AutoCAD SHX Text
FM : _______________________
AutoCAD SHX Text
Rev Number
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Revisions
AutoCAD SHX Text
Date
AutoCAD SHX Text
This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without express written permission of: Facilities Management Office, U.S. Department of State, Abu Dhabi, U.A.E. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
AutoCAD SHX Text
WARNING:
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D.C.
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United States Department of State
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OVERSEAS BUILDINGS OPERATIONS
AutoCAD SHX Text
Washington,
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C
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E
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I
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M
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Y
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T
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G
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A
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A
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N
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L
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I
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M
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U.S. EMBASSY
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ABU DHABI, U.A.E.
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FACILITIES MANAGEMENT
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I
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B
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U
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A
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U
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D
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B
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M
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A
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S
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B
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A
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E
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T
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A
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F
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E
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N
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Sheet 08
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FM-062
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FOR K4C & K4 PLANTERS
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3.
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FOR CURVED CORNER USE K-4 CORNER DET.
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17 Nos OF PLANTERS ARE ADDED
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2.
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1.
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NOTES
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ALL DIMENSIONS ARE IN MILLIMETERS
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KEY PLAN
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SBU
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SBU
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4.
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FOR NOTES REFER SHEET 04
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5. CONCRETE COVER TO REINFORCEMENT FOR
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SIDES =40mm & BOTTOM = 75mm
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6.
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FOR IN-SITU REINFORCED CONCRETE PAD
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CONSTRUCTION USE DETAIL NO 3 AND FOR
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SIZING, LOCATION REFER TO SHEET 'PLANTER
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SPACING DETAIL'
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PROPOSED NEW PRE-CAST CONCRETE PLANTERS - NEAR POLICE BOOTH
MUNICIPALITY PARKING
1 2
MUNICIPALITY PARKING
NO PARKING
17 NEW PLANTERS
SPACE FOR FUTURE
SUBSTATION
3 4 5 6 7 8 9 10 11
1215 14 13
18
19
20
21
22
23
24
2526
27
28
35
34
33
32
31
30
29
363738394041
42
43
44
45
46
47
48
49
50
51
52
53
Existing
Existing
Existing
Existing
16
17
NEW MUNICIPALITY PARKING
OTHER'S
PROPERTY
PROPOSED CONCRETE
BARRIER
NEW
GUARD
BOOTH
A
B
LOCATION
OPTIONS
(A OR B)
FRONT ELEVATION
PLAN VIEW
SIDE ELEVATION
DETAIL OF FIST CABLE CLAMPS
ELEVATION VIEW OF INTRUDER PROTECTION WIRE ROPE ARRANGEMENT
PLAN OF INTRUDER PROTECTION WIRE ROPE ARRANGEMENT
END DETAIL FOR WIRE ROPE
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EXISTING SANITARY
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SEWER MANHOLE
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& GULLY TRAP
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EXISTING WATER TANK
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EXISTING WATER METER
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EXISTING
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MANHOLE
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EXISTING MANHOLE FOR DRIP IRRIGATION
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EXISTING
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GUARD BOOTH
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EXISTING ELECTRICAL
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MANHOLE FOR CABLE LOOPING
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POWER
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SOURCE
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EXISTING
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%%C2" HEADER (HDPE)
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%%C1" BRANCH (HDPE)
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PLANTER
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%%C1/2" BRANCH (HDPE)
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WITH FIVE DRIPS
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FINISH LEVEL OF PAVERS
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%%C1" BRANCH (HDPE)
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%%C2" HEADER (HDPE)
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ATTACK SIDE
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ATTACK
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OF PAVERS
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FINISH LEVEL
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12" REINFORCED
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CONCRETE PAD
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SIDE
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FRONT VIEW OF
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GRIP CLIP
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SIDE VIEW OF
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GRIP CLIP
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END VIEW OF
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GRIP CLIP
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100 THK
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SAND BEDDING
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%%C2" HDPE PIPE
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COMPACTED BACKFILL
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MATERIAL
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ROAD CROSSING DETAIL
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FINISHED
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ROAD LEVEL
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R/F CONCRETE PLANTER
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(40 N/mm2 @ 28 DAYS)
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300 THK IN-SITU REINFORCED
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8 MM 316 STAINLESS STEEL MARINE GRADE WIRE ROPE
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WITH A PVC COVER PASSED THROUGH M10 EYEBOLT INSTALLED
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AT BOTH ENDS. DEAD END OF THE WIRE ROPE CLIPPED WITH
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U-BOLT GRIP/ CLAMP AT BOTH ENDS FITTED WITH A WIRE ROPE END STOP
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(SAME AS EXISTING ARRANGEMENT)
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ATTACK SIDE
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4
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5
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R/F CONCRETE PLANTER
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(40 N/mm2 @ 28 DAYS)
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TO BE DONE AFTER INSTALLING THE
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WIRE ROPE) REFER DETAIL NO. 3
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CONCRETE PAD (CONCRETE CASTING
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300 THK IN-SITU REINFORCED
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TO BE DONE AFTER INSTALLING THE
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WIRE ROPE) REFER DETAIL NO. 3
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CONCRETE PAD (CONCRETE CASTING
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8MM STAINLESS STEEL WIRE ROPE
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FOR INTRUDER PROTECTION
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PLANTERS EDGE
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8 MM 316 STAINLESS STEEL
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WITH A PVC COVER
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STAINLESS STEEL WIRE ROPE END STOP
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(SAME AS EXISTING ARRANGEMENT)
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M10 EYEBOLT INSTALLED INSIDE PLANTER
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U-BOLT GRIP/ CLAMP TO CLIP THE WIRE ROPE
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4
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5
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MARINE GRADE WIRE ROPE
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TO HOLD THE WIRE ROPE
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DETAILS - 2
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E
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P
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E
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A
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SBU
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Project Number
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-
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Classification
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AFM : _______________________
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Release For Construction:
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CADD Plot Scale
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Drawing Scale
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Drawing Title
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CONCEPT
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Marwan Issa
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APR 13 2020
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Date
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Drawn By
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Smriti Vishwakarma
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Checked By
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Phase
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Drawing No.
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60%
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35%
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100%
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90%
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AS BUILT
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MC : _______________________
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DCM : _______________________
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Description
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%%UAPPROVED BY:
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RSO : _______________________
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GSO : _______________________
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FM : _______________________
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Rev Number
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Revisions
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Date
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This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without express written permission of: Facilities Management Office, U.S. Department of State, Abu Dhabi, U.A.E. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
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WARNING:
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D.C.
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United States Department of State
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OVERSEAS BUILDINGS OPERATIONS
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Washington,
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C
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E
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I
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M
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Y
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T
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G
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A
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A
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N
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L
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I
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M
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U.S. EMBASSY
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ABU DHABI, U.A.E.
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FACILITIES MANAGEMENT
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I
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B
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U
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A
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U
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D
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B
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M
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Y
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A
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S
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S
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B
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A
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E
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S
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T
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A
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F
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E
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N
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Sheet 09
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FM-062
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FOR K4C & K4 PLANTERS
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3.
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FOR CURVED CORNER USE K-4 CORNER DET.
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17 Nos OF PLANTERS ARE ADDED
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2.
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1.
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NOTES
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ALL DIMENSIONS ARE IN MILLIMETERS
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KEY PLAN
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SBU
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SBU
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4.
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FOR NOTES REFER SHEET 04
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5. CONCRETE COVER TO REINFORCEMENT FOR
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SIDES =40mm & BOTTOM = 75mm
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6.
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FOR IN-SITU CONCRETE PAD USE DETAIL NO 3
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TO BE REINFORCED AND CASTED ON SITE AFTER
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INSTALLATION OF PLANTERS, WIRE ROPE & SPLICE
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PROPOSED NEW PRE-CAST CONCRETE PLANTERS - NEAR POLICE BOOTH
MUNICIPALITY PARKING
1 2
MUNICIPALITY PARKING
NO PARKING
17 NEW PLANTERS
SPACE FOR FUTURE
SUBSTATION
3 4 5 6 7 8 9 10 11
1215 14 13
18
19
20
21
22
23
24
25
26
27
28
35
34
33
32
31
30
29
363738394041
42
43
44
45
46
47
48
49
50
51
52
53
Existing
Existing
Existing
Existing
16
17
NEW MUNICIPALITY PARKING
OTHER'S
PROPERTY
PROPOSED CONCRETE
BARRIER
NEW
GUARD
BOOTH
A
B
LOCATION
OPTIONS
(A OR B)
CONCRETE PAD
CONCRETE DWARF WALLS FOR
WATER TANK
STEEL SKID BASE FOR
WATER TANK
WATER TANK
I BEAM STEEL BASE
SECONDARY BEAM 150X150
I BEAM STEEL BASE
PRIMARY BEAM 150X150
T 20 - 150 c/c TO
P &
BO
TTO
M
T 20 - 150 c/c TOP & BOTTOM
3 T 20-75 C/C
EXTRA TOP
U-BARS
AT END SUPP.
& BOTTOM
I BEAM STEEL BASE
PRIMARY BEAM 150X150
I BEAM STEEL BASE
SECONDARY BEAM 150X150
GRP WATER TANK
CONCRETE DWARF
WALL
BLINDING CONCRETE
CONCRETE PAD
COMPACTED SOIL
ACCESS DOOR (1500 X 2100 HT)
LOCKABLE
50X50X3 ALUMINUM
ALUMINUM LOUVRES
PUMP SKID & VALVE
ENCLOSURE (SIZE AS
PER PUMP SKID)
COLUMNS (3000 HT.)
FIXED TO THE
COLUMN (3000 HT.)
(ALUMINUM FRAME
WITH PU SANDWICH
ROOF)
(LOUVERED DOOR)
2 T20
T16-150
T16-150 SIDE BARS
T16-150 U BARS
SLAB REINFORCEMENT
COVER
CO
VER
3 T 20 EXTRA TOP & BOTTOM
T 20 - 150 c/c TOP & BOTTOM
40 COVER
20mm CONTINUOUS
CHAMFER ALL
AROUND
CONCRETE 40 MPa AFTER 28 DAYS
ENCLOSURE
PAVERS
LEVEL
PCC/ CONCRETE BLINDING
COMPACTED SOIL
CONCRETE
PAD
ENCLOSURE
GASKET
ANCHOR BRACKET
PROVIDED WITH
EQUIPMENT
ANCHOR
BOLT
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EXISTING SANITARY
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SEWER MANHOLE
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& GULLY TRAP
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EXISTING WATER TANK
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EXISTING WATER METER
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EXISTING
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MANHOLE
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EXISTING MANHOLE FOR DRIP IRRIGATION
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EXISTING
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GUARD BOOTH
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EXISTING ELECTRICAL
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MANHOLE FOR CABLE LOOPING
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POWER
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SOURCE
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EXISTING
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PLAN FOR WATER TANK & PUMP SKID
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PLAN FOR STEEL SKID BASE FOR WATER TANK
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REINFORCEMENT DETAIL FOR CONCRETE PAD
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ELEVATION FOR CONCRETE FOOTING & WATER TANK
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PLAN FOR WATER TANK & PUMP SKID ENCLOSURE
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TYPICAL SECTION CONCRETE DWARF WALL
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TYPICAL PUMP ENCLOSURE
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TYPICAL SECTION SHOWING EXTRA REINF. @ CONCRETE PAD FOR WATERTANK & PUMP SKID
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38mm (MIN)
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EQUIPMENT ANCHOR DETAIL
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DETAILS - 3
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E
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P
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E
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F
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A
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A
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D
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I
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N
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SBU
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Project Number
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-
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Classification
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AFM : _______________________
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Release For Construction:
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CADD Plot Scale
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Drawing Scale
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Drawing Title
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CONCEPT
AutoCAD SHX Text
Marwan Issa
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APR 13 2020
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Date
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Drawn By
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Smriti Vishwakarma
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Checked By
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Phase
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Drawing No.
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60%
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35%
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100%
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90%
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AS BUILT
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MC : _______________________
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DCM : _______________________
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Description
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%%UAPPROVED BY:
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RSO : _______________________
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GSO : _______________________
AutoCAD SHX Text
FM : _______________________
AutoCAD SHX Text
Rev Number
AutoCAD SHX Text
Revisions
AutoCAD SHX Text
Date
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This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without express written permission of: Facilities Management Office, U.S. Department of State, Abu Dhabi, U.A.E. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
AutoCAD SHX Text
WARNING:
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D.C.
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United States Department of State
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OVERSEAS BUILDINGS OPERATIONS
AutoCAD SHX Text
Washington,
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C
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E
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I
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M
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Y
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T
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G
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A
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A
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N
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L
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I
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M
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U.S. EMBASSY
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ABU DHABI, U.A.E.
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FACILITIES MANAGEMENT
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I
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B
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U
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A
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U
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D
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H
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B
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M
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Y
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A
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S
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S
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B
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A
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E
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S
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T
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A
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F
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E
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N
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Sheet 10
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FM-062
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WATER TANK & PUMP ENCLOSURE
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3.
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FOR CURVED CORNER USE K-4 CORNER DET.
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17 Nos OF PLANTERS ARE ADDED
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2.
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1.
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NOTES
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ALL DIMENSIONS ARE IN MILLIMETERS
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KEY PLAN
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SBU
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SBU
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4.
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FOR NOTES REFER SHEET 04
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5. CONCRETE COVER TO REINFORCEMENT FOR
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SIDES =40mm & BOTTOM = 75mm
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6.
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FOR IN-SITU CONCRETE PAD USE DETAIL NO 3
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TO BE REINFORCED AND CASTED ON SITE AFTER
AutoCAD SHX Text
INSTALLATION OF PLANTERS, WIRE ROPE & SPLICE
AutoCAD SHX Text
PROPOSED NEW PRE-CAST CONCRETE PLANTERS - NEAR POLICE BOOTH
MUNICIPALITY PARKING
1 2
MUNICIPALITY PARKING
NO PARKING
17 NEW PLANTERS
SPACE FOR FUTURE
SUBSTATION
3 4 5 6 7 8 9 1011
1215 14
13
18
19
20
21
22
23
24
25
26
27
28
35
34
33
32
31
30
29
363738394041
42
43
44
45
46
47
48
49
50
51
52
53
Existin
gE
xistin
gE
xistin
gE
xistin
g
16
17
NEW MUNICIPALITY PARKING
OTHER'S
PROPERTY
PROPOSED CONCRETE
BARRIER
NEW
GUARD
BOOTH
A
B
LOCATION
OPTIONS
(A OR B)
1 2
SPACE FOR FUTURE
SUBSTATION
3 4 5 6 7 89
10 11
1215 14 13
NEW MUNICIPALITY PARKING
OT
HE
R'S
PR
OP
ER
TY
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EXISTING SANITARY
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SEWER MANHOLE
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& GULLY TRAP
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EXISTING WATER TANK
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EXISTING WATER METER
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EXISTING
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MANHOLE
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EXISTING MANHOLE FOR DRIP IRRIGATION
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EXISTING
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GUARD BOOTH
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EXISTING ELECTRICAL
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MANHOLE FOR CABLE LOOPING
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POWER
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SOURCE
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EXISTING
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PROPOSED ELECTRICAL
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MANHOLE (RCC) (600X600X300 DEEP)
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PROPOSED 3 NOS X 2" DIA
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SLEEVES
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PROPOSED 3 NOS X 2" DIA
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SLEEVES
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PROPOSED ELECTRICAL
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MANHOLE (RCC)
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PROPOSED ELECTRICAL
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MANHOLE (RCC)
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PROPOSED LOCATION FOR
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GUARD BOOTH - OPTION A
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PROPOSED LOCATION FOR
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GUARD BOOTH - OPTION B
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PROPOSED
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6 SQ. MM
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3 CORE
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ARMOURED
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CABLE FOR
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PUMP
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PROPOSED
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6 SQ. MM
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3 CORE
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ARMOURED
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CABLE FOR NEW
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GUARD BOOTH
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(600X600X300 DEEP)
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(REFER ROAD CROSSING DETAIL)
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(600X600X300 DEEP)
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PROPOSED
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6 SQ. MM
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3 CORE
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ARMOURED
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CABLE FOR NEW
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GUARD BOOTH
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PANEL
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ON WALL
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EXISTING
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NEW CABLE
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TAKEN TO
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FLOOR
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(UNDERGROUND)
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PROPOSED 2 NOS X 2" DIA
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SLEEVES (REFER ROAD CROSSING DETAIL-
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DEPTH 300MM BELOW PAVERS)
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PROPOSED
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6 SQ. MM
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3 CORE
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ARMOURED
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CABLE FOR
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GUARD BOOTH
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(SINGLE LENGTH)
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(SINGLE LENGTH)
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(SINGLE LENGTH-
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LEAVE EXTRA 14M
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LENGTH FROM
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(REFER ROAD CROSSING DETAIL)
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(SINGLE LENGTH - DEPTH 300MM
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BELOW PAVERS/ GROUND LEVEL)
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LAST MANHOLE)
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CONCRETE BARRIERS
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3.
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FOR CURVED CORNER USE K-4 CORNER DET.
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17 Nos OF PLANTERS ARE ADDED
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2.
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1.
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NOTES
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ALL DIMENSIONS ARE IN MILLIMETERS
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KEY PLAN
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REMOVE EXISTING PLANTERS
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SBU
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SBU
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PROPOSED ELECTRICAL LAYOUT
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N
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SBU
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Project Number
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-
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Classification
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AFM : _______________________
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Release For Construction:
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CADD Plot Scale
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Drawing Scale
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Drawing Title
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CONCEPT
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Marwan Issa
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APR 13 2020
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Date
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Drawn By
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Smriti Vishwakarma
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Checked By
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Phase
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Drawing No.
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60%
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35%
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100%
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90%
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AS BUILT
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MC : _______________________
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DCM : _______________________
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Description
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%%UAPPROVED BY:
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RSO : _______________________
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GSO : _______________________
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FM : _______________________
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Rev Number
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Revisions
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Date
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This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without express written permission of: Facilities Management Office, U.S. Department of State, Abu Dhabi, U.A.E. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
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WARNING:
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D.C.
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United States Department of State
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OVERSEAS BUILDINGS OPERATIONS
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Washington,
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C
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E
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I
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M
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Y
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T
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G
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A
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A
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N
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L
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I
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M
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U.S. EMBASSY
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ABU DHABI, U.A.E.
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FACILITIES MANAGEMENT
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I
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B
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U
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A
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U
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D
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B
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M
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Y
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A
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S
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B
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A
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E
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S
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A
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F
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E
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N
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Sheet 11
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FM-062
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FOR NEW GUARD BOOTH & PUMP SKID
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LEGEND
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PROPOSED NEW PLANTERS
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PROPOSED NEW PRE-CAST CONCRETE PLANTERS - NEAR POLICE BOOTH
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4.
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PROVIDE ELECTRICAL SLEEVES & CABLE AS PER
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DRAWING FOR GUARD BOOTH & PUMP SKID
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4.
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ELECTRICAL CABLE SHALL BE SINGLE LENGTH
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WITHOUT JOINTS FOR GUARD BOOTH & PUMP
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SKID EACH
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5.
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INSTALLATION OF GUARD BOOTH (NOT IN SCOPE)
43
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Existin
gE
xistin
gE
xistin
g
DETAIL D
MUNICIPALITY PARKING
1 2
MUNICIPALITY PARKING
NO PARKING
17 NEW PLANTERS
SPACE FOR FUTURE
SUBSTATION
3 4 5 67 8
910 11
1215 14 13
18
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35
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Existing
Existing
Existing
Existing
16
17
NEW MUNICIPALITY PARKING
OTHER'S
PROPERTY
PROPOSED CONCRETE
BARRIER
NEW
GUARD
BOOTH
A
B
LOCATION
OPTIONS
(A OR B)
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MOVE/ REMOVE
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MOVE
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OF CURVED
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PATHWAY
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EXTENSION
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(IN MUNICIPALITY SCOPE)
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(IN EMBASSY SCOPE)
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(IN EMBASSY
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JERSY BARRIER
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SCOPE)
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REMOVE PLANTER
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EXISTING SANITARY
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SEWER MANHOLE
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& GULLY TRAP
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EXISTING WATER TANK
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EXISTING WATER METER
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EXISTING
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MANHOLE
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EXISTING MANHOLE FOR DRIP IRRIGATION
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EXISTING
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GUARD BOOTH
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EXISTING ELECTRICAL
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MANHOLE FOR CABLE LOOPING
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POWER
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SOURCE
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EXISTING
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CONCRETE BARRIERS
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1.
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NOTES
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ALL DIMENSIONS ARE IN MILLIMETERS
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KEY PLAN
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REMOVE EXISTING PLANTERS
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SBU
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SBU
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DEMOLITION OF PLANTER
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Project Number
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-
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Classification
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AFM : _______________________
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Release For Construction:
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CADD Plot Scale
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Drawing Scale
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Drawing Title
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CONCEPT
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Marwan Issa
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JUN 04 2020
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Date
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Drawn By
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Smriti Vishwakarma
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Checked By
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Phase
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Drawing No.
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60%
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35%
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100%
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90%
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AS BUILT
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MC : _______________________
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DCM : _______________________
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Description
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%%UAPPROVED BY:
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RSO : _______________________
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GSO : _______________________
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FM : _______________________
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Rev Number
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Revisions
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Date
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This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without express written permission of: Facilities Management Office, U.S. Department of State, Abu Dhabi, U.A.E. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
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WARNING:
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D.C.
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United States Department of State
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OVERSEAS BUILDINGS OPERATIONS
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Washington,
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C
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E
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I
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M
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Y
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T
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G
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A
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A
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N
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L
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I
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M
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U.S. EMBASSY
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ABU DHABI, U.A.E.
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FACILITIES MANAGEMENT
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I
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B
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U
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A
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U
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D
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H
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B
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M
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Y
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A
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S
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S
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B
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A
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E
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S
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T
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A
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F
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E
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N
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Sheet 12
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FM-062
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LEGEND
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PROPOSED NEW PLANTERS
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PROPOSED NEW PRE-CAST CONCRETE PLANTERS - NEAR POLICE BOOTH
