LAND KEY :

PROPOSED
PLOT LIMIT PLOT LIMIT BOUNDARY WALL EXISTING
BOUNDARY WALL
PROPOSED GUARD
ROOM

F2

C2
EXISTING BOUNDARY WALL

3500
EXISTING
EXISTING

F1

C1
BOUNDARY WALL
BOUNDARY WALL

6170
GENERAL NOTES :
1. ALL DIMENSIONS ARE IN MILLIMETERS EXCEPT SITE LAYOUT AND
LEVELS ARE IN METERS, UNLESS NOTED OTHERWISE.

F1

C1
2. DRAWINGS SHALL NOT BE SCALED. ANY DISCREPANCIES
BETWEEN THE DRAWINGS & WRITTEN DIMENSIONS,
THE WRITTEN DIMENSIONS SHALL GOVERN.

ARCHITECT :

6170
ABEIR ELEZABI 050-3384030
STRUCTURAL ENGINEER :
MOHAMED MAGDELDIN 055-5500645
00 ISSUED FOR APPROVAL 30/03/2020

F1

C1

6170
REV. NO.
DESCRIPTION Date
EMPLOYER:

PRECAST PANEL & FOOTING

CONNECTION BETWEEN

BY THE SPECIALIST
F1

C1
SEE GUARD ROOM DETAILS

3700
AL AIN CITY MUNICIPALITY

DWG. S-003
EXISTING BOUNDARY WALL

5600
OWNER:

500 1250
F1

C3
DEPARTMENT OF
MUNICIPALITIES AND

4000
TRANSPORT
AL AIN CITY MUNICIPALITY

F2

C4

3585500
CONSULTANT :

F1

C1

6170
TECHNICAL ENGINEERING & SCIENTIFIC STUDIES Co. (Ltd)
AL AIN -TEL : 7629920 - P.O.BOX : 16420 - FAX :
7629906 ABU DHABI -TEL : 6313513 - FAX: 6313342

F1

C1
TESSCO

6170
PROJECT NAME :

REHABILITATION OF BOUNDARY

F1

C1
WALLS OF GRAVES IN AL AIN

ZONE :

6170
SA'A

F1

C1
SECTOR NO :
PLOT NO :
01

6170
77-01-801-101

PROJECT DESCRIPTION :

F1

C1

4820
REHABILITATION OF BOUNDARY
EXISTING BOUNDARY WALL
WALLS OF GRAVES IN AL AIN

F2

C2
PLOT LIMIT PLOT LIMIT

DRAWING TITLE :

Structural General Notes

PROPOSED BOUNDARY WALL LAYOUT
- All dimensions in millimeters.
(All Footings are centered with columns UNO.)
- No of floors = ONE FLOOR .

- Proposed Design Bearing capacity = 200 kN\m2 DRAWING NO : REVISION NO:

to be verified with the final soil investigation report that S-001 00
must be done before execution start by the contractor.
SUBMISSION DATE : SCALE :
- Foundation level is @ 1.00m below ZERO level, (as
per required excavation depth depth below EGL.), GL.), 30/03/2020 1:200
to be verified with the final soiloil investigation
stigation report
port that
must be done before execu i tion start sta tbyythe
th contra
ont ctor. PROJECT ID : PLAN ID :

B2SE-2019-07701 B2SE-2019-07701
- The Ground Water table is n giveot given yet, t
to be verified with the final sooil investigation
st g onreport r that
OFFICE USE ONLY :
must be done before execu iotion startartbybythe
thcontrantractor.

- The foundation ground shall be proof rolled with vibratory

compactor to confirm that any loose materials are compacted
to not less than 95% of max. dry density.

A -All Pre-cast & Galvanized Steel Boundary Wall with

(Guard Rooms) drawings,
are indicative to tendering purpose only, so,
THE CONTRACTOR HAS TO CLOSE ANY GAP BETWEEN PRECAST PANEL BOTTOM AND GROUND LEVEL shop drawings and structural calculation
should be submitted by specialist sub-contractor to the
B WITH SOLID BLOCK TO BE FINISHED WITH BITUMINOUS MATERIAL AS PER SPECIFICATION
authorities approval before execution start at site.