1 2 3 4 5 6 7 8

600m KEY PLAN

m DI
A uP
VC
NOTES: WADI AL SAFA 3
6455400
6458148
9. THE CONTRACTOR AND AS A PART OF HIS SCOPE OF WORK AL BARARI
SHALL VERIFY ALL PROPOSED ROAD & INFRASTRUCTURE
WORKS AND COORDINATE THE SAME WITH BUILDING AND 1
PROJECT ST
FC LANDSCAPE WORKS. ANY REQUIRED ADJUSTMENTS
6455394 AND/OR LOCATION
A PROPOSED TIE-IN CONNECTION
MODIFICATIONS ON DESIGN DRAWINGS MUST BE CARRIED OUT
BY THE CONTRACTOR AS PER SITE CONDITION AND RELEVANT
TO THE EXTERNAL PROPOSED MAJAN D
R
IRRIGATION NETWORK 6456298 STANDARDS, FOR THE ENGINEER REVIEW AND APPROVAL. D
DAILY DEMAND=133.39m3/day THIS TASK MUST BE CARRIED OUT AT THE BEGINNING OF THE YE
ZA
E=497349.972 PROJECT TO AVOID ANY DELAY IN CONSTRUCTION WORKS DUE N
N=2776459.911 LIVING BI
TO ANY REQUIRED ADJUSTMENTS/IMPROVEMENTS TO THE ED

1 ST
6455395 LEGENDS M
DESIGN DRAWINGS.
6456790 AM
H
10.LOCATION OF AIR VALVE AND WASHOUT VALVE ARE INDICATIVE O
M
K
ONLY TO BE FINALIZED DURING CONSTRUCTION UPON THE SH
APPROVAL OF ENGINEER ATLEAST ONE WASHOUT VALVE AND

GV
ONE AIR VALVE AT LOWEST AND HIGHEST PIPE LEVELS
RESPECTIVELY.

01
11. CONTRACTOR HAS TO PROPOSE THE VALVE CONFIGURATION GENERAL NOTES:

R D-
ACCORDING TO THE PROVIDED STANDARD DETAILS AND
PRO 1. ALL DIMENSIONS ARE IN METERS, UNLESS OTHERWISE
POS SUBMIT THE SAME FOR ENGINEER REVIEW AND APPROVAL.
E D 60 INDICATED.
12.DISTRIBUTION CHAMBERS CONNECTIONS TO SECONDARY
0mm
DIA NETWORK AND AUTOMATIC FILTERS SHALL BE COORDINATED
GRP LEGEND FOR IRRIGATION:
WITH LANDSCAPE CONSULTANT/CONTRACTOR.
PROPOSED IRRIGATION NETWORK 110mm
PROPOSED IRRIGATION NETWORK 150mm
PROPOSED FILLING LINE 150mm
B PROPOSED GATE VALVE
PROPOSED 2x160mm uPVC DUCT
E=497244.602 E=497336.2989 FILL
PROPOSED THRUST BLOCK
N=2776402.062 N=2776418.7857 ING
E=497278.911 LIN
EØ
PROPOSED END CAP
N=2776393.599 160
mm PROPOSED 60mm THICK INTERLOCK
110m
m uP RD- PROPOSED 80mm THICK INTERLOCK
VC 02 E=497443.418 PROPOSED GRASS
E=497288.703 N=2776388.659
N=2776381.633 PROPOSED ASPHALT
GV PROPOSED KERB
PLOT BOUNDARY
E=497282.921 RIGHT OF WAY

C
N=2776378.541

uPV
E=497439.809 PROPOSED IRRIGATION NETWORK BY OTHERS:
N=2776381.596

mm
PROPOSED 600mm DIA GRP

110
PROPOSED FUTURE CONNECTION
GV
PROPOSED GATE VALVE
PROPOSED TEE
C

03
PROPOSED THRUST BLOCK

RD-
PROPOSED END CAP
RD-
04 160 NOTES:
mm E=497423.515
2

uPV N=2776333.209
RD-0

C E=497533.556 1. PROPOSED PIPES UNDER CARRIAGEWAY SHOULD BE

VC D-04

N=2776339.061 PROTECTED AS PER DM REGULATIONS.

2. CONTRACTOR AS PART OF HIS SCOPE, SHALL REMOVE ALL THE
R

EXISTING IRRIGATION PIPES AND CHAMBERS WITHIN THE

C
m uP

uPV
E=497277.195 PROPOSED IRRIGATION CURRENT PROJECT SCOPE, WHICH ARE OF NOT PART OF THIS

AV
E=497267.728
N=2776314.485 TANK AND PUMP ROOM PROPOSED NETWORK.
N=2776316.851
160m

mm
Q= 9.24 L/s 3. THE LOCATIONS OF ALL SERVICES ARE INDICATIVE ONLY AND

110
HEAD=6 BARS ARE BASED ON THE INFORMATION N.O.C. THE CONTRACTOR
160mm SHALL LOCATE THE EXACT POSITION OF ALL EXISTING
uPVC SERVICES BY HAND EXCAVATION / TRIAL TRENCHES AND
SUBMIT TO THE ENGINEER FOR APPROVAL PRIOR TO
E=497519.185
N=2776299.061 COMMENCING THE WORKS.
E=497261.656 E=497263.439 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CARRYING
N=2776292.332 N=2776289.651 E=497517.585 OUT HIS OWN SURVEY TO CONFIRM AND IDENTIFY ALL
PROPOSED FILLING LINE N=2776298.246 EXISTING UTILITIES / SERVICES WITHIN THE PROJECT AND
D E=497316.961 E=497347.940
N=2776303.955
FOR THE IRRIGATION
E=497516.844 SURROUNDING AREAS. ANY DISCREPANCIES SHOULD BE
N=2776278.880 E=497408.556 TANK Ø150mm
N=2776299.699 IMMEDIATELY NOTIFIED TO THE ENGINEER FOR HIS ADVICE
N=2776294.494 PRIOR TO COMMENCING ANY WORKS.

RD
E=497243.097 5. ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH
N=2776276.118

-04
RELEVANT AUTHORITIES STANDARDS AND SPECIFICATIONS.
VC
160mm
uPVC E=497533.106 uP 6. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY NOTICE
m
E=497265.195 N=2776265.259 0m AND ATTENDANCE TO THE RELEVANT AUTHORITIES PRIOR TO
N=2776287.012 E=497460.050 11
COMMENCEMENT OF ANY WORK ON SITE.
RD-04 N=2776256.583
uPVC

E=497533.499 7. CLUSTERING OF ALL SERVICE AUTHORITY DUCTS SHALL BE IN

E=497527.358 N=2776267.039
ACCORDANCE WITH DUBAI MUNICIPALITY STANDARD AND
N=2776248.222
PVC
110mm

APPROVED DM SERVICE COORDINATION CENTER.

E=497535.591
160mm 8. EXISTING MANHOLE / CHAMBER COVER LEVELS SHALL BE
u

uPVC N=2776264.711
E=497238.726
110mm

MODIFIED TO MATCH WITH PROPOSED FINAL ROAD LEVELS.

RD-05

N=2776247.784 E=497529.666
N=2776249.790

2
RD-0
E=497533.129
N=2776239.730

uPVC
D0 ISSUE FOR CONSTRUCTION 05-11-2024 M.F A.S N.A.B.
E=497524.812
N=2776246.491 REV DESCRIPTION DATE D.B. C.B. A.B.

110mm
E E=497546.693
N=2776219.798
E=497453.460
N=2776214.362 E=497530.415 ISSUE FOR CONSTRUCTION
N=2776222.338

uPVC
E=497307.840 RD-02 E=497543.668 CLIENT:
N=2776220.986 N=2776200.418

110mm
REPORTAGE PRIME
PROPERTIES L.L.C

CONSULTANT:

P.O. BOX No. 14357, DUBAI,

UNITED ARAB EMIRATES
TEL : 04-501 7777
FAX : 04-3219160
AN AXIANTA COMPANY E-MAIL : info@jouzy.com

F PROJECT:

TAORMINA VILLAGE 1 ON PLOT No. 6454977 LOCATED IN

WADI AL SAFA 3, DUBAI - UAE

DRAWING TITLE:

PROPOSED MAIN

FC
IRRIGATION NETWORK
GV

DRAWING NO. CONTRACT: JOUZY REFERENCE:

784-23018b-U-IRR-001 - 784-23018b

G DRAWN BY:
M.F
APPROVED BY:
N.A.B.
DATE:
05-11-2024
REV:

D0
DESIGNED BY: CHECKED BY: SCALE:
B.T A.S 1:750