B.08.02.07 01_G_001-014.pdf
PDF 22 MB Posted
- Solicitation number
- W912GB21R0029
- Issued by
-
Department of the Army European Command
About this file
This document provides details for a federal contract opportunity for utility modernization at Chievres Air Base in Belgium. The Department of the Army European Command is soliciting proposals under solicitation number W912GB21R0029 for utility modernization work. A pre-proposal site visit will be held at Chievres Air Base in Belgium on a date still to be determined. Interested parties must register for the site visit by emailing Taylor Wimberly, Allison Blount, and Shawna West no later than June 18, 2021 at 1500 hours CEST to receive visit details. The opportunity description involves modernizing utilities at Chievres Air Base to support ongoing operations at the location.
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© 2020 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS
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Standard : 1
Area : 63.96
W912GB19D0011
CHIÈVRES AIR BASE
BENELUX, BELGIUM
UTILITY REPAIR PROJECT
DOMESTIC WATER, FIRE PROTECTION,
& SANITARY SEWER SYSTEMS
VICINITY MAP
US Army Corps of Engineers
Europe District
APO AE 09049
PROJECT LOCATION
CONTRACT W912GB19D0011
TASK ORDER W912GB19F0419
WSP - PROJECT MANAGEMENT, CIVIL, UTILITIES, FIRE PROTECTION
TPF ENGINEERING - MECHANICAL ELECTRICAL
AURORA CONSULTANCY - COST ESTIMATING
PROJECT AREA
SITE MAP
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WATER NOTES
1. VERTICAL GRADE CHANGES GREATER THAN 305mm FROM THAT SHOWN ON
DRAWINGS OR CHANGES IN PROFILE HIGH OR LOW POINTS SHALL BE SUBMITTED
TO CONTRACTING OFFICER FOR APPROVAL.
2. GATE VALVES INSTALLED UNDER PAVEMENT SHALL HAVE A 50mm OPERATING NUT
AND VALVE BOX W/ COVER FLUSH WITH ASPHALT SURFACE. GATE VALVES
INSTALLED IN AREAS WHERE THE SURFACE IS OTHER THAN ASPHALT OR
CONCRETE, TOP OF VALVE BOX SHALL BE EMBEDDED IN A CAST-IN-PLACE COLLAR
THAT IS 915mm MIN SQUARE BY 203mm THICK PLACED ON 102mm THK (MIN)
COMPACTED BASE COURSE WITH SURFACE FLUSH WITH EXISTING GRADE.
3. WHERE EXISTING ASPHALT PAVEMENT IS REMOVED FOR PIPE INSTALLATION,
REPAIR SECTION SHALL MATCH EXISTING BASE COURSE. TOP OF ASPHALT
PAVEMENT SHALL BE FLUSH WITH EXISTING. ALL PAVEMENT REMOVAL SHALL BE
ACCOMPLISHED USING SAW-CUTS.
4. WATER SYSTEM CONSTRUCTION SHALL CONFORM TO PROJECT SPECIFICATIONS.
5. ALL FITTINGS FOR WATER PIPE 100mm AND LARGER SHALL BE DUCTILE IRON
CONFORMING TO AWWA C-110 WITH RESTRAINED JOINTS ON DIP (COMPATIBLE WITH
PIPE) AND MECHANICAL JOINTS PIPE . FLANGED JOINTS SHALL BE USED WHERE
NOTED.
6. JOINT DEFLECTION LIMITATIONS FOR HORIZONTAL AND VERTICAL ALIGNMENTS:
JOINTS MAY BE DEFLECTED UP TO 2.5 DEGREES, BUT NO MORE THAN 3 DEGREES
TOTAL AT A BEND FITTING EVEN IF BOTH JOINTS ARE USED FOR DEFLECTION.
CHANGES IN ALIGNMENT ARE TYPICALLY MADE BY UNIFORMLY BENDING THE PIPE
BARREL IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND
LIMITATIONS. HOWEVER, JOINT DEFLECTION UP TO 1.0 DEGREE IS ALLOWED, BUT
ATTEMPT SHALL BE MADE TO KEEP DEFLECTIONS LESS THAN 0.50 DEGREES WHERE
JOINT DEFLECTION IS REQD. LARGE DIAMETER PVC PIPE GREATER THAN 300mm
SHALL NOT BE DEFLECTED IN THE PIPE BARREL AS DAMAGE TO THE PIPE MAY
RESULT. PIPE MAY BE DEFLECTED AT THE JOINTS UP TO 1.5 DEGREES, BUT
ATTEMPT SHALL BE MADE TO KEEP DEFLECTIONS TO LESS THAN 0.80 DEGREES.
7. COMBINATION AIR VACUUM RELEASE ASSEMBLY AND PERMANENT BLOW-OFF
VALVES SHALL NOT BE INSTALLED IN PAVED OR TRAFFIC AREAS. ROUTE PIPING TO
NEAREST UNIMPROVED, LANDSCAPED, OR GRAVEL AREA NOT SUBJECT TO
VEHICULAR TRAFFIC.
8. PROVIDE TEMPORARY SUPPORT FOR ADJACENT POWER POLES AND GUY WIRE
ANCHORS WHERE NEEDED TO PROTECT UTILITY.
9. FITTINGS SHALL BE WRAPPED WITH POLYETHYLENE ENCASEMENT, INCLUDING
BEND FITTINGS ON HDPE PIPING.
10. CONCRETE THRUST BLOCKS SHALL BE INSTALLED WHERE SHOWN ON PLAN FOR DIP
AND AT ALL BENDS, TEE'S, DEAD-ENDS, ETC. FOR HDPE PIPE.
11. WATER MAIN VALVES SHALL BE GATE VALVES WITH RESILIENT SEAT. VALVES SHALL
BE PROCURED WITH SQUARE OPERATING NUT FOR USE WITH VALVE BOX. BEVEL
OR SPUR GEARING NOT REQUIRED.
12. WHERE CLEARANCE BETWEEN WATER PIPING & OTHER UTILITY IS RESTRICTED TO
LESS THAN 150mm, INSTALL COMPRESSIBLE POLYETHYLENE PLASTIC FOAM
(ETHAFOAM OR APPROVED EQUAL).
13. EXTREME CARE SHOULD BE EXERCISED WHEN EXCAVATING NEAR OTHER UTILITIES
SUCH AS NATURAL GAS LINES, BURIED ELECTRICAL OR COMMUNICATION LINES.
AIR-VAC TYPE TRUCK, AIR-LANCE, OR OTHER HAND DIGGING TOOLS SHALL BE USED
WITHIN 1.5M OF ANTICIPATED UTILITY CROSSINGS.
14. PROVIDE A HORIZONTAL SEPARATION DISTANCE OF 3m BETWEEN WATER PIPELINES
AND NEW OR EXISTING GRAVITY SANITARY, STORM SEWER, SEPTIC TANK, OR
SUBSOIL TREATMENT SYSTEM. MEASURE THE SEPARATION DISTANCE FROM THE
CLOSEST SIDES OF THE TWO PIPES, OUTSIDE EDGE TO OUTSIDE EDGE. WHEN
LOCAL CONDITIONS PREVENT A VERTICAL SEPARATION DISTANCE OF 450mm, CONSTRUCT THE NEW OR EXISTING GRAVITY SANITARY, OR STORM SEWER OF
AWWA APPROVED PRESSURE RATED PIPE MATERIAL DESIGNED TO WITHSTAND A
MINIMUM STATIC PRESSURE OF 1,000kpa CENTER THE PRESSURE RATED PIPE SO
THAT JOINTS ARE 3m FROM THE CROSSING.
15. WHERE PIPE ALIGNMENT REQUIRES A HORIZONTAL ANGLE THAT IS DIFFERENT
THAN ANGLE PRODUCED BY ONE OR MORE BEND FITTINGS, THE REMAINING NET
DEFLECTION ANGLE SHALL BE ACCOMPLISHED USING JOINT DEFLECTION ON ONE
OR MORE OF THE JOINTS MAKING UP THE CHANGE IN DIRECTION. HOWEVER, ANY
SINGLE JOINT DEFLECTION CANNOT BE MORE THAN LIMITATIONS IDENTIFIED IN
NOTE 6 ABOVE.
16. WHERE WATER LINES ARE INSTALLED IN UNPAVED AREAS, SURFACE SHALL BE
STABILIZED TO MATCH EXISTING BY EITHER HYDRO-SEEDING WITH PERMANENT
SEED MIX, PLACING LANDSCAPING BARK, OR PLACEMENT OF COMPACTED
CRUSHED AGGREGATE. SEE ALSO LANDSCAPING NOTES.
17. COORDINATE ALL UTILITY SHUTDOWNS WITH CONTRACTING OFFICER. DISRUPTION
OF ANY WATER SERVICES SHALL BE APPROVED IN ADVANCE.
18. CONTRACTOR SHALL POT-HOLE AS REQUIRED TO CONFIRM ALL TIE-IN LOCATIONS,
AND SIZE, MATERIAL, AND DEPTH OF EXIST PIPE. NOTIFY CONTRACTING OFFICER
WHERE UNFORESEEN SITE CONDITIONS OR DISCREPANCIES ARE DISCOVERED.
23. WHERE EXISTING PIPE IS TO BE ABANDONED, INSTALL CAP OR PLUG ON END OF
PIPE PRIOR TO BACKFILLING. ALTERNATIVELY CONTRACTOR MAY CONSTRUCT
CONCRETE PLUG IN END OF PIPE THAT HAS MIN LENGTH EQUAL TO TWO TIMES THE
PIPE DIAMETER.
24. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER IF IMPLEMENTATION OF INFO
SHOWN ON PLANS AND DETAILS MAY CREATE AND UNRESTRAINED PIPE CONDITION
THAT WOULD FAIL DURING PRESSURE TEST.
25. ALL WORK ASSOCIATED WITH EXISTING ASBESTOS CEMENT (AC) PIPE SHALL BE
PERFORMED IN COMPLIANCE WITH LOCAL AGENCY REGULATIONS. IN GENERAL,
WORKER SAFETY AND ALL HANDLING, REMOVAL AND DISPOSAL OF WORKER
SAFETY AND ALL REMOVAL AND DISPOSAL OF THE MATERIAL SHALL BE IN
ACCORDANCE WITH APPLICABLE LOCAL REGULATIONS.
26. CONTRACTOR SHALL RESTORE ALL CURBS, SIDEWALKS, LANDSCAPING AND OTHER
PHYSICAL FEATURES TO MATCH EXISTING CONDITIONS.
27. WHERE DRAWINGS CALL FOR TWO BEND FITTINGS BACK-TO-BACK WITH CONCRETE
THRUST BLOCKS, TOTAL THRUST BLOCK BEARING AREA SHALL BE SUM OF EACH
AREA FOR EACH BEND FITTING ADDED TOGETHER.
28. OFFSET ARE MEASURED TO CENTER OF FITTING AND/OR PIPE UNLESS OTHERWISE
NOTED.
GENERAL NOTE
1. ALL WORK PRACTICES SHALL BE IN ACCORDANCE WITH EM 385 1-1, EU -OSHA AND
BeSWIC REQUIREMENTS.
2. A SINGLE TRAFFIC LANE SHALL ALWAYS BE OPEN DURING CONSTRUCTION, UNLESS
OTHERWISE APPROVED BY CO. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL
PLAN FOR REVIEW & APPROVAL ALL TRAFFIC CONTROL DEVICES SHALL BE IN
ACCORDANCE WITH CCT QUALIROUTE CHAPTER A (QUALIROUTES-A-10 "CIRCULAIRE
C.T.02.21.(02) DGO1.21/DA - 2A1 - WORKSITES AND INTERVENTIONS ON THE
STRUCTURING NETWORK - MAINTENANCE OF TRAFFIC FLUIDITY") AND CHAPTER L
AND AR 79 ROYAL DECREE RELATING TO THE GENERAL RULES FOR THE EXECUTION
OF PUBLIC CONTRACTS.
3. PROJECT DATUM AND SURVEY CONTROL: REFER TO G-004 FOR ESTABLISHED
PROJECT CONTROL POINTS. THE CONTRACTOR SHALL PERFORM ALL SURVEYING
AND STAKING REQUIRED DURING CONSTRUCTION.
4. LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY
FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD BE
CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE
SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE
ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND
AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY
THE IMPLEMENTATION OF THESE PLANS IN ACCORDANCE WITH THE CODE OF GOOD
PRACTICE FOR THE PREVENTION OF DAMAGE TO UNDERGROUND FACILITIES
DURING WORK IN THE VICINITY OF UNDERGROUND FACILITIES.
5. THE CONTRACTOR SHALL USE A PRIVATE UTILITY LOCATION SERVICE FAMILIAR
WITH THE SITE. DOCUMENTATION OF ALL LOCATES SHALL BE REVIEWED AND
APPROVED BY THE CONTRACTING OFFICER PRIOR TO THE COMMENCEMENT OF
ANY EXCAVATION. INFORM THE CONTRACTING OFFICER OF ANY POTENTIAL
CONFLICTS OR INTERFERENCES FOR RESOLUTION PRIOR TO PERFORMING
EXCAVATIONS. REFER TO THE CODE OF GOOD PRACTICE FOR THE PREVENTION OF
DAMAGE TO UNDERGROUND FACILITIES DURING WORK IN THE VICINITY OF
UNDERGROUND FACILITIES.
6. DURING THE ENTIRE DURATION OF THE WORK, THE CONTRACTOR SHALL TAKE ALL
MEASURES TO AVOID, AS MUCH AS POSSIBLE, THE EROSION OF SLOPES, GULLIES,
LANDSLIDES, SCOURING, WATER STAGNATION AND THE PRODUCTION OF DUST.
7. THE CONTRACTOR SHALL KEEP ALL ON-SITE PROJECT AREAS CLEAN AT ALL TIMES
BY SWEEPING. WASHING AND/OR USE OF A WATER TRUCK TO CLEAN PAVED AREAS
ARE/IS NOT ALLOWED. IN ACCORDANCE WITH THE MAY 27, 2004 - ORDER OF THE
WALLOON GOVERNMENT SETTING THE FULL OPERATING CONDITIONS RELATING TO
TEMPORARY STORAGE ON CONSTRUCTION OR DEMOLITION SITES OF WASTE
[A.G.W. 12.02.2009]
8. ANY DAMAGE INCURRED TO ANY PART OF THE SITE OR BOUNDARY NOT
SPECIFICALLY DESIGNATED FOR DEMOLITION SHALL BE REPAIRED, REPLACED,
AND/OR RECONSTRUCTED BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE,
TO THE PREDISTURBED CONDITION AS DIRECTED BY THE CONTRACTING OFFICER
AND IN ACCORDANCE WITH CCT QUALIROUTE CHAPTER M.
9. EXCESS SOIL SHALL BE TEMPORARILY STOCK PILED OUTSIDE OF WORK AREA.
EXACT LOCATION SHALL BE AS DIRECTED BY CONTRACTING OFFICER. STOCK PILE
LOCATION SHALL BE ASSUMED TO BE WITHIN 610m OF WORK AREA. THE
CONTRACTOR SHALL DISPOSE OF EXCESS OR UNSUITABLE MATERIALS AS
INDICATED IN THE SPECIFICATIONS. REFER TO SPECIFICATION FOR DISPOSAL
REQUIREMENTS AND IN ACCORDANCE WITH THE LATEST VERSION OF THE DECREE
RELATING TO SOIL MANAGEMENT AND REMEDIATION OF MARCH 1, 2018 - (1) (M.B.
22.03.2018)
10. CONTRACTOR AREAS FOR STAGING, LAYDOWN, STORAGE OF MATERIALS AND
EQUIPMENT SHALL BE COORDINATED WITH THE CONTRACTING OFFICER. REFER TO
THE SPECIFICATIONS FOR ADDITIONAL SITE ACCESS INFORMATION.
11. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE
ADEQUACY OF EXISTING STRUCTURES AND UTILITIES TO SUPPORT CONSTRUCTION
EQUIPMENT AND LOADS.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN
SHORING AND BRACING NECESSARY TO PROTECT WORKERS, UTILITIES AND OTHER
IMPROVEMENTS AND EXCAVATIONS IN COMPLIANCE WITH THE REGULATIONS IN
FORCE. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF
TEMPORARY SHORING AND BRACING
13. ALL DEVIATIONS FROM THESE PLANS SHALL BE RECORDED ON A SET OF "AS-BUILT"
OR RECORD DRAWINGS. THE CONTRACTOR SHALL SUBMIT "AS-BUILT" DRAWINGS
TO THE CONTRACTING OFFICER.
14. REPLACE EXISTING PAVEMENT MARKINGS / STRIPING IN AREAS OF UTILITY TRENCH
PAVEMENT PATCH. SHALL BE IN ACCORDANCE WITH CCT QUALIROUTE CHAPTER C,
D AND M.
15. ANY TREE CUTTING SHALL BE BE IN ACCORDANCE WITH CCT QUALIROUTE
CHAPTER C, D AND M.
16. ALL DEMOLITION MATERIAL, INCLUDING PIPING, PAVEMENT, AND EXCESS SOIL,
EXCEPT AS NOTED AND/OR SPECIFIED, SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND BE COMPLETELY REMOVED AND DISPOSED OF BY THE
CONTRACTOR. AS SPECIFIED IN THE CONTRACT DOCUMENTS AT AN APPROPRIATE
FACILITY APPROVED BY CONTRACTING OFFICER. SHOULD BE IN ACCORDANCE WITH
THE DIRECTIVE 2008/98/EC OF THE EUROPEAN PARLIAMENT AND OF THE COUNCIL
OF NOVEMBER, 19, 2008 AND THE MAY 27, 2004 - ORDER OF THE WALLOON
GOVERNMENT SETTING THE FULL OPERATING CONDITIONS RELATING TO
TEMPORARY STORAGE ON CONSTRUCTION OR DEMOLITION SITES OF WASTE [ ... ]
[A.G.W. 12.02.2009] AND CCT QUALIROUTE CHAPTER D
17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL
APPLICABLE PERMITS, LICENSES AND CERTIFICATES, AND MAKE ALL REQUIRED
AGENCY NOTIFICATIONS TO COMPLETE THE PROJECT. COMPLIANCE SHALL BE IN
ACCORDANCE WITH ARTICLE 74 OF THE ROYAL DECREE OF JANUARY 14, 2013 -
ROYAL DECREE ESTABLISHING THE GENERAL RULES FOR THE EXECUTION OF
PUBLIC CONTRACTS.
18. CONTRACTOR SHALL LIMIT CONSTRUCTION AREA ACCESS BY INSTALLING AND
MAINTAINING TEMP FENCING AND/OR BARRICADES AS NECESSARY BE IN
ACCORDANCE WITH THE MINISTERIAL DECREE RELATING TO THE SIGNALING OF
BUILDING SITES AND OBSTACLES ON PUBLIC ROADS OF MAY 7, 1999.
19. SEE SPECIFICATION SECTION 01.06 FOR SPECIAL SECURITY REQUIREMENTS FOR
WORK AROUND BUILDING 20115 AND NSOS CAMPUS.
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A
E
A
J
B x
E
A
J
B x
52-2
52-1
H
G
E
M
S
8.1
EVAVB 3
x35+35
EVAVB 3
x185+95
5.8
E
A
5.5
14.7
E
A
J
B x
E1AJB 4
x10
28.4
26.08
16.8
17.52
5.7
TAXI 1
TAXI 1
TAXI 1
3.0014
3.0004
2.9608
3.9823
3.7097
6.0258
A
C
T
E
V
A
E
V
A
E
V
A
E
A
J
B x
E
V
A
V
B x185+95
E
V
A
V
B x
E
V
A
V
B x
E
A
E
A
J
B x
E
A
J
B x
E
M
S
EVAVB 3
x35+35
EVAVB 3
x185+95
E
A
VFVB 4x2.5
EVAVB 3X16+16
3.6
EVAVB 3x70+35
EVAVB 3x70+35
VFVB 4x10
EVAVB 3x16+10
3.7097
6.0258
4.8648
1.51.5
11.774
7.4
4.2102
55.2369
6.8703
13.6303
4.9505
9.3084
2.6488 fibre optique
+ 200P Cu
6.5 fibre optique
+ 200P Cu
5.7
9.9 fibre optique
+ 200P Cu
+ 200P Cu fibre optique fibre optique
+ 2x100P Cu
6.5
6.5
5.9611
+ 2x100P Cu fibre optique
5.9611 fib re o ptiq ue + x100P
C u (4
1-1
34) fib re o ptiq ue + x100P
C u (4
1-1
34)
5.9611 f ib e o p t iq u f ib t iq h g fib re o ptiq ue (2
4-h g6) fib re o ptiq ue + x100P
C u (4
1-1
34)
5.9611
7.4952
25.7
TOWARDS CD
VERS CD
58.45
58.68
58.64
GAZEBO
4.5
COMMUNICATION CABLES PMO-41 (2004)
OPTIC FIBRE & TEL CABLES 200 PAIRS
(deepness ?)
COMMUNICATION CABLES SATCOM-CD (1985)
PVC 110 PIPES + CABLES, PE PIPES + OPTIC
FIBRES & COAX CABLE (DEEPNESS 1 m)
CABLES DE COMMUNICATION SATCOM-CD (1985)
TUYAUX PVC 110 + CABLES, TUYAUX PE + FIBRES
OPTIQUES & CABLE COAX (PROFONDEUR 1 m)
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
nr 1-100
E
V
A
V
B x
9.2004
7.7555
35.6
7.5049
2.5335
12.8
4.5498
15.3797
2.3666
E
A
J
B
X
O
N
A
TTIC
AU
G
R
EN
IE
R
M
A
Z
O
U
T
.2 m
.2 m
.4 m
.4 m
.6 m
G
-7 m m
G
R
A
S
S
G
A
Z
O
N
H
.7
.7
.7
.8
1.5
.2
.7
.9
.9
.0
.9
.3 m m m m m m m m m m m m m m m m
.0
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
2.8131
L
L
L
L
L
L
L
G
AZO
N
GRASS
L
L
L
L
L
L
L
L
L
L
L
L9
L
L
1.2
L
L
L
L
E
X
V
B x
E
X
V
B x
E
X
V
B x
E
X
V
B x
E
X
V
B x
E
X
V
B x
E
X
V
B x
E
X
V
B x
.4 m
.1
.2 m m m
.1 a s p h a lt a s p h a lt e g u a rd s g u a rd s
T
A
D
P
C
O
M
P
U
T
E
R
C
A
B
L
E
C
A
B
L
E
O
R
D
IN
A
T
E
U
R
A
D
P c o a x c o a x c o a x
LP
LP
LP
LP
LP
hedge-haie hedge-haie hedge-haie
P
E
P
V
C concr slab dalle beton gravel gravier
GATE:2
a w a it in g d c t
'a t t e n t e a w a it t t e n t e c o n a w a it t t e n t e c o n a w a it t t e n t e c o n a w a it t t e n t e a w a it in g d u c t g a in e d
'a tt e n te c o n c r c o n concrete beton hedge haie water tank citerne 230 m3 concrete beton
ASPHALT
ASPHALTE
concrete beton
ASPHALT
ASPHALTE
fridges frigos
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
concrete beton concrete beton
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
concrete beton concrete beton concrete beton concrete beton concrete beton concrete beton concrete beton concrete beton
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
c o n c o n a w a it t t e n t e
Christmas tree sapin de Noel a w a it t t e n t e forest area zone boisee flag drapeau flag drapeau
ASPHALT
ASPHALTE
PARKING
H
T
H
T
H
T
V
F
V
B
X
.5 m m
V
F
V
B
X
.5 m m electr. box boite elect.
V
F m
E
V
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
A
E
V
A
E V
A V
B x
E
V
A
V
B x m m
E
V
A
E
V
A
V
B x50+25 m m
E
A m m
E
A
J
B x m m
E
A
E
A
J
B x m m
EVAVB 4 x 10 mm2
+ VOB 10 mm2
EVAVB 4 x 10 mm2
+ VOB 10 mm2
EVAVB 4 x 10 mm2
+ VOB 10 mm2
E
1A
JB
x25+16 m m
E
A
E
V
A
V
B x m m
E
V
A
V
B x10+
10m m
E
V
A
V
B x25+
16 m m
E
V
A
V
F
E
V
A
V
B x1
A
E
V
A
V
B x31 m m
E
V
A
V
B
X m m
V
F
V
B x6 m m
A
A
A
A
V
B x
A
V
B x
2x E
V
A
V
B x1
E
V
A
A
E
V
A
V
B
X m m e x n l t a b le e xt.
p a n e l ta b le a u e xt.
E
V
A
V
B x120+
70 m m
RUINS
POND
G
A
T
E
G
A
T
E
G
A
T
E
G A
T E
:9
G
A
T
E
G
A
T
E
G
A
T
E
:16A
G
A
T
E
A
G
A
T
E
A
ETANG
RUINES
CHIEVRES AIR BASE BE215
CHIEVRES
A
T
H
BAUFFE
B2
B5
B8
B1
HG 1
HG 2
G
A
T
E
B
G
A
T
E generator cap. 27.7 kW
TAXI 2
TAXI 1
25.5
25.5
2.5
2.5
E1AJB 3x16+10
E
V
A
V
B x
BUNKER
ABRI
RUNWAY / PISTE (1x)
PAPI 2 (2x)
APPROACH / APPROCHE (2x)
END OF RUNWAY 26 / FIN DE PISTE 26 (2x)
DISTANCE MARKERS/MARQUEURS DE DISTANCE (1x)
TAXI 2 (1x)
LOOP Nr 6
43.13
75.14
73.99
H
T
H
T
H
T
H
T
H
T
H
T
H
T
C u x m m
K
V
C u x m m
K
V
C u x m m
K
V
T
O
S
T
A
T
IO
N
V
E
R
S
C
A
B
IN
E
T
O
S
T
A
T
IO
N
V
E
R
S
C
A
B
IN
E
T
O
S
T
A
T
IO
N
V
E
R
S
C
A
B
IN
E
T
O
S
T
A
T
IO
N
V
E
R
S
C
A
B
IN
E
C u x m m
K
V
CABLES DE COMMUNICATION PMO-41 (2004)
FIBRES OPTIQUE & CABLES TELEPHONIQUES
200 PAIRES (profondeur ?)
57.80
FIRE TRAINING AREA
EXERCICE PROTECTION INCENDIE
o o o o o o o o o o o o o o
GATE:3
0-1 m
0-1 m
0-1 m a s p h a lt e
5.4
5.4 compressor grass gazon
EXVB 4x16+16
EXVB 4x16+16
G
A
T
E
:16B
SEPT
H
A
N
G
A
R
P
X
H
T
M
O
N
S
C
O
M
M
U
N
IC
A
T
IO
N
4.2
4.2 c o m m u n ic a t io b le s t o w a r s
A
P
E
0.5
0.5
0.5
0.5 p u ll b o x c h m b r e d e tir a g e pull box
EVAVB 3x95+50 loop nr 6
CONTROL CABLES FROM CONTROL TOWER
CABLES DE CONTROLE DE LA TOUR DE CONTROLE
4.3
ANTENNA
TACAN
H
T k
V x c u
H
T
TRANSFORMER
ILS
EVAVB 3x95+50 location unknown trace inconnu
VFVB 4x4
TAXI 3
EVAVB 4x2.5 farmer lights nr 2 feux fermiers nr 2
TAXI 3
farmer lights nr 2 feux fermiers nr 2
EVAVB 4x2.5
OLD GCA
B
L
D
G r e m o v e d e n le v é ancien GCA meteo
HOMER
meteo fuel tank old
Asphalt(e)
Asphalt(e r u n w y li h t in g c a b le b a li s a g e
E1AJB 3x50+25
E1AJB 3x16+10
E1AJB 3x16+10
E1AJB 3x70+50
E1AJB 3x70+50
E1AJB 3x70+50
E1AJB 3x16+10
RUINS
RUINES
electr panel tableau electr
L62 h m
E
X
T h=12m
L48
E
X
V
B x
G
T
L44
E
V
A
E
X
V
B x
G
(T
E
X
T
L78 h=6m
ZONE 4
E
X
V
B x
G
(T
EXVB 4x25 + G(T)
L87 h=9m
RUNWAY / PISTE (1x) farmer lights nr 3 - feux fermiers nr 3 (1x) location unknown trace inconnu
VFVB 4x4 farmer lights nr 2 feux fermiers nr 2
EVAVB 4x2.5
33.5
CONTROL CABLES FROM CONTROL TOWER
CABLES DE CONTROLE DE LA TOUR DE CONTROLE
E
A
J
B x
48.70
E
A
J B x farmer lights nr 4 feux fermiers nr 4 farmer lights nr 4 feux fermiers nr 4
EVAVB 3x50+25
G
ATE:12
32.5
HUT 3
G A
T E
58.61
REF.point point de ref.
(58.515 ASL)
above sea level
LAMBERT COORD
59.85
58.04
57.75
57.89
58.04
58.32
58.595
58.697
58.595
58.584
58.543
S
C
A
T
T
A
N
K
S
T
E
L
P
U
B
L
IC
IT
Y
P
A
N
E
L
E
V
A
V
B x
E
V
A emergency generator (63A) inverseur de source change-over switch
18x1.5
1x16
4xG16
EXVB 4x10 panel 1 tableau 1 panel 2 tableau 2
EXVB 4x10
EVAVB 4x6
EXVB 4x10
EXVB 5x6
G groupe électrogène 40KVA
F
IR
E
L
A
N
E
F
IR
E
L
A
N
E
F
IR
E
L
A
N
E chambre de tirage a ir c o
STOP
STOP
S
T
O
P
S
T
O
P s h a f t s h a ft s h a f t
STOP
G
R
A
S
S
G
A
ZO
N
5.5 b ik e s
4.8
2.9 o o o o o o
T u y é t is t a n t e x is t n ip ia
E
V
A
V
B x70+
35 m m
T1
T2
2.5
T8
T5
T4
T7
T6
T3
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5 armoire de trottoir principale exterior main panel
TG
3 piquets cu 35
EVAVB 4x25
EVAVB 4x10 +cu35
EVAVB 4x16
EVAVB 4x10 +cu35
EVAVB 4x16
EVAVB 4x16
EVAVB 4x10 +cu35
EVAVB 4x10 +cu35
EVAVB 4x16
EVAVB 4x10 +cu35
EVAVB 4x16
EVAVB 4x16
EVAVB 4x10 +cu35
EVAVB 4x10 +cu35
EVAVB 4x16
EVAVB 4x16
EVAVB 4x10 +cu35
3 piquets cu 35
EVAVB 4x25
2 x EVAVB 3x70 +50 x
E
V
A
V
B x
SOCCER FIELD
TERRAIN DE FOOTBALL
CONCRETE SLABS
DALLES DE BETON
MASON AREA
ZONE DES MACONS
CONCRETE
BETON
CONCRETE
BETON
ASPHALTE
ASPHALT
OUTSIDE STORAGE
STOCKAGE EXTERIEUR
paves en beton concrete paving blocks
CONCRETE
BETON
CANOPY
AUVENT
LOCAL DU GARDIEN
GUARD HOUSE
SO
RT C
ENTER A
REA
ZO
N
E
P
O
U
R
P
A
R
C
A
C
O
N
TE
N
E
U
R
S
U
N
LO
AD
IN
G
Q
U
AY
Q
U
A
I D
E
D
E
C
H
A
R
G
E
M
E
N
T
CONCRETE
BETON
concrete paving blocks paves en beton
H
W
S
A
H
W
S
A a ir c o a irc o handicap handicap concrete béton
V F concrete béton concrete béton concrete béton
6 F
O p ip e s concrete béton
ASPHALT
ASPHALTE
c o n c r e t e b é t o n b é t o n c o n c r e t e béto nconcre te
BASEBALL FIELD
TERRAIN DE BASEBALL
f ir e p la c e
I
G
U
T
E
U
R
1.6 m HEIGHT - HAUTEUR
1.6 m HEIGHT - HAUTEUR
ASPHALT
ASPHALTE
ASPHALT
ASPHALT
ASPHALTE
concrete béton
17.36
W
ARNING ACTIVE AERODROME
D
IA
M gate 19 lp
.2 m
1 2
5 6 p u m p s h a ft s h a ft s h a ft d u c t s g a in m m shaft shaft shaft shaft s h a ft
E
EVAVB 3x95+50
EVAVB 3x95+50
EVAVB 3x95+50
OLD HWSA
T
V
-D
IS
T
R
T
V
-D
IS
T
R
T
V
Pied du merlon.
Pied du merlon.
embankment foot
Sommet du merlon.
embankment foot embankment head c a b le d u c t/g a in e p o u r c a b le s
FUEL
60000 lts
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
W aste area
6.7
3.5164
0.497 basse tension téléphone
RN SP32 (8x2x0,8mm) low voltage/ telephone/
ASPHALT
ASPHALTE
Bus stop
Bus shelter
Bus shelter basse tension téléphone
RN SP32 (8x2x0,8mm) low voltage/ telephone/
EVAVB 4x16+VOB Y/G 16 m a z o u t fu e l
B
LO
C
K
A
B
LO
C
K
B
B
LO
C
K
C
B
LO
C
K
D
COMMUNICATION HALL
BOILER ROOM
CHAUFFERIE
F
L
O
A
N
N
E
L
C
A
N
I V
E
A
U
SPRINKLER
B3
PE 200
B
4 x EXVB 240 + 4 x PEN Y/G 240
3 x EXVB 3x2.5
2x58w
C2 h
C2h C2
HT Cells/Cellules
1000 KVA
HT
LT
UG 500X2X0.6-
UG 500X2X0.6-
A S
P H
A L T
TEL - I3MP
MH/CH 3.6x1.8x2.1m
MH/CH 220
CONCRETE SLABS
DALLES DE BETON
BARRACKS
B
A
R
R
A
C
K
S
BARRACKS
B
A
R
R
A
C
K
S
B
A
R
R
A
C
K
S
B
A
R
R
A
C
K
S
B
A
R
R
A
C
K
S
B
A
R
R
A
C
K
S
FOC 24x bldg 41 CAB-barracks
FOC 24x bldg 41 CAB-bldg 19 CD
F
O
C ld g
C
A
B
-b a rr a c k s
F
O
C ld g
C
A
B
-b ld g
C
D
FOC 24x bldg 41 CAB-barracks
4x PE50 x
P
E x
P
E x
P
E x
P
E x
P
E x
P
E
I3
M
P
I3
M
P
I3
M
P
I3MP
I3MP
I3MP
I3MP
I3MP
BARRACKS
I3MP
I3MP
I3MP
BARRACKS
4x PE50
A
S
T
R
A
H
O
T
B
IR
D
B
A
R
R
A
C
K
S
4x
P
E
TEL Cu 300x2x0.8 bldg 41 CAB-bldg 19 CD
FOC 24x bldg 41 CAB-bldg 19 CD
Telephone cable underneath the ducts câble téléphonique sous les gaines
Telephone cable underneath the ducts câble téléphonique sous les gaines
TEL Cu 300x2x0.8 bldg 41 CAB-bldg 19 CD
FOC 24x bldg 41 CAB-bldg 19 CD
4x P
E
B
A
R
R
A
C
K
S
F
O
C
12x bldg 19 - bldg 17 C
D
B
A
R
R
A
C
K
S x
P
E
B
A
R
R
A
C
K
S x
P
E
FOC 24x bldg 41 CAB-bldg 19 CD
FOC 24x bldg 41 CAB-bldg 19 CD
TEL Cu 300x2x0.8 bldg 41 CAB-bldg 19 CD
Telephone cable underneath the ducts câble téléphonique sous les gaines
BASEM
EN
T
G
R
A
S
S
G
A
Z
O
N o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
TEL -
I3MP
M
H/C
H 3
.6 x1
.8 x2
.1 m
MH/C
H 7002
TEL - I
3MP
HH/C
H 1
.8
.x1
.2 x1
.2 m
HH/C
H H
SPLIC
E S
T36
FOC 7
008H 3
7-7
TEL: 6
xPVC125 +
R
C/B
A
SM
F
O
C
0008/7
0019-1
, 1
-4
F
U
E
L
M
A
Z
O
U
T
TEL -
I3
M
P
HH/C
H 1
.8
.x1
.2 x1
.2 m
HH/C
H 7016
TEL -
I3
M
P
HH/C
H 1.8.x1.2x1.2m
HH/C
H H
16A
T E
L:
xP
V
C
R
C
/B
A
T E
L:
xd ia m
S
M F
O C
-1
, 1 -1
36SC 1-36, 2
4SC 1-24, 1
2SC 1-12
24SC 37-60
TEL: 6
xP
VC125 + R
C/BA
TEL: 2
xdiam 100
T
E
L: 2 xd ia m o o o o o o o o o o o o o o o o o o o o o o o o o
U
S m a il o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
T
V
B
A
R
R
A
C
K
S
4x P
E
W
A
L
L
W
A
L
L
C
E
M
E
T
E
R
Y
C
E
M
E
T
E
R
Y
W
A
L
L
W
A
L
L
C
E
M
E
T
E
R
Y
W
A
L
L oooooooooooooooooooooooooooooo o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
C
IA
T
C
IA
T
TEL - I
3MP
HH/C
H 1
.8
.x1
.2 x1
.2 m
HH/C
H H
SPLIC
E S
T36
FOC 7
0008H, 1
-3
TEL - I
3MP
MH/C
H 3.6x1.8x2.1m
MH/C
H 7001
SPLIC
E S
T 3
FOC 7
0019-1
, 1
09-1
TEL -
I3
M
P
MH/C
H 3.6x1
.8x2
.1m
MH/C
H 7001A
TEL -
I3
M
P
MH/C
H 3.6x1.8x2.1m
M
H/C
H 7
SPLIC
E S
T 36
FOC 70019-1
, 3
7-8
SPLIC
E P
R 240
07,1
-2
C&C P
R 6
271-300
UG 1
00X2X0.6
TEL -
I3
M
P
HH/C
H 1.8.x1.2x1.2m
HH/C
H H
TEL: 6
xPVC125 +
R
C/B
A
FOC 7
0019-1
, 1
-3
6 +
08DD 1
44SM
TEL: 2xPVC125 + RC/BA
FOC 70019-1, 61-72
UG 100x2x06 101-200
T
E
L
: 2 x
P
V
C
R
C
/B
A
F
O
C
-1
, 4
-6
UG 2
0x2x0.6
510, 0
7, 2
31-2
UG 100x2x0.6 0
7, 1
-1
T
E
L: 6 xP
V
C
125 +
R
C
/B
A
F
O
C
0019-1
, 1
-1
08 +
6D
D
44S
M
300x2 x0
.6
7, 1
-3
T
E
L: 9 xP
V
C
125 +
R
C
/B
A
T
E
L x
P
V
C
R
C
/B
A
F
O
C
0019/7
0016-2
, 1
-2
F
O
C
0019/7
0016-1
, 1
-3
FO
C
0008/7
0019-1
, 1
-4
FO
C
0019-1
, 1
-1
U
G
00x2 x0
.6
, 7
5 0
7, 1
-3
T
E
L: 2 xP
V
C
125 +
R
C
/B
A
F
O
C
0019-1
, 1
3-2
F
O
C
H
-3
FO
C
0019-1
, 1
06-1
F
O
C
H
-3
TEL: 6xPVC125 + RC/BA
T
E
L x d ia m
F
O
C
H
-3
D
D
S
M
T
E
L x
P
V
C
R
C
/B
A
T
E
L x d ia m
F O
C
H , 3
7-
F O
C
/7
-1 , 1
-3 c a n o p y c a n o p y o o o o o o o o o o o o o o o o
T
V o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
S
A
T
E
L
L
IT
E
S
A
T
E
L
L
IT
E
S
A
T
E
L
L
IT
E
S
A
T
E
L
L
IT
E a ir c o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o c a n o p y o o o o o o o o o o o o o o o o o o oo o o b e lg a c o m a ir c o
B
A
R
B
E
C
U
E
B
A
R
B
E
C
U
E
FIBRES & COAX CABLE (DEEPNESS 1 m)
COMMUNICATION CABLES SATCOM-CD (1985)
PVC 110 PIPES + CABLES, PE PIPES + OPTIC
CABLES DE COMMUNICATION SATCOM-CD (1985)
TUYAUX PVC 110 + CABLES, TUYAUX PE + FIBRES
OPTIQUES & CABLE COAX (PROFONDEUR 1 m)
PVC 110 PIPES + CABLES, PE PIPES + OPTIC
COMMUNICATION CABLES SATCOM-CD (1985)
FIBRES & COAX CABLE (DEEPNESS 1 m)
CABLES DE COMMUNICATION SATCOM-CD (1985)
TUYAUX PVC 110 + CABLES, TUYAUX PE + FIBRES
OPTIQUES & CABLE COAX (PROFONDEUR 1 m)
CABLES DE COMMUNICATION SATCOM-CD (1985)
COMMUNICATION CABLES SATCOM-CD (1985)
PVC 110 PIPES + CABLES, PE PIPES + OPTIC
FIBRES & COAX CABLE (DEEPNESS 1 m)
TUYAUX PVC 110 + CABLES, TUYAUX PE + FIBRES
OPTIQUES & CABLE COAX (PROFONDEUR 1 m)
HC
HC
H
C
GENERATEUR
100 KVA
GENERATOR
SDMO
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
CONCRETE
BETON
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
CONCRETE
BETON
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
SEPT
ducts in concrete gaines dans béton
2xPVC125mm
Tel - I3MP duct/gaine 125 duct/gaine 400 duct/gaine 125 ducts/gaines 2x125 ducts/gaines
1x125
1x200
1x400 ducts/gaines
3x125 ducts/gaines
3x125 ducts/gaines
3x125 duct/gaine 1x400 ducts/gaines
2x125
1x400 ducts/gaines
2x125 duct/gaine 1x300 duct/gaine 1x400 reserve duct/gaine 3x125 du ct s/ ga in es x1 du ct
/g ai ne x1 duct/gaine 1x125
Heintzmann caboflex 70 caboflex 70 ca bo fle x ca bo fle x caboflex 70 caboflex 70 caboflex 70 caboflex 70
2.2 ducts/gaines
2x110
1 caboflex 70
C
C
C
C duct/gaine 1x110 duct/gaine 1x110 ducts/gaines 2x110 ducts/gaines 3x110 ducts/gaines 2x110 du ct s/ ga in es x1 ducts/gaines
6x110
3x400
L.178
L.177
L.176
L.175
L.171
L.172
L.173
L.174
GRAVIER
GRAVEL
GRAVIER
GRAVEL
ca bo fle x 4 caboflex 70 caboflex 40 equipot.
connect.
S
T
O
P
S
T
O
P passe à remettre return pass
EXVB 3x35+35
GUARD HOUSE
ELVIS SCANNER TRUCK
ducts/gaines
3x110
2x400
EXVB 4x16+16
ELVIS SCANNER TRUCK
EXVB 3x35+35 tech room
EXVB 5x6+6
Heintzmann RB
Heintzmann RB command panel sam ple
EVABV 3G 2.5
EVAVB 4X4 flash light-lampe clignotante
EXVB 3G 6 sliding gate-porte coulisante
EXVB 3G 6
EVAVB 4x10
EVAVB 4x10
EVAVB 3G 2.5 water flow control - mesure en effluent eau
EVAVB 4x10 ext lighting/éclairage ext.
E
V
A
V
B x1 ex t l ig ht in g/ éc la ira ge e xt
EVAVB 4x10 ext lighting/éclairage ext.
EVAVB 4x10 ext lighting/éclairage ext.
ext lighting/éclairage ext.
EVAVB 4x10
EVAVB 4x10 drop gate - barrière levante ext lighting/éclairage ext.
EVAVB 4x10
TEL-I3
MP
road blockers canopy lighting canopy lighting
EVAVB 3X35+35
+ EXVB 5G 2.5
+ COMMANDE
EVAVB 3X35+35
+ E
XVB 5G 2.5
COMMANDE
ro u te e n b é to n co ncr ete ro ad gate 18 p e ri m e te r li g h ti n g
/é c l e x t perim ete r l ightin g/é cl e xt perim ete r l ig htin g/é cl e xt
O
R
IG
IN
A
L
G
L
ID
E
S
L
O
P
E p e r im e t lig h t in g é c l e x t p e r im e t t in g é c l e x t perim ete r l ig htin g/é cl e xt perim ete r lig htin g/é cl e xt perim ete r l ig htin g/é cl e xt p e r im e t e r li g h t in g é c l e x t perimeter lighting/écl ext perimeter lighting/écl ext p e ri m e te r li g h ti n g
/é c l e x t p e ri m e te r li g h ti n g
/é c l e x t p e r im e te r lig h tin g
/é c l e x t perimeter lighting/écl ext perimeter lighting/écl ext p e r im e te r l ig h ti n g
/é c l e x t p e rim e te r lig h tin g
/é c l e x t p e r im e te r lig h tin g
/é c l e x t p e r im e t t in g é c l e x t p e ri m e te r li g h ti n g
/é c l e x t perimeter lighting/écl ext p e r im e te r l ig h ti n g
/é c l e x t p e r im e t e r lig h t in g é c l e x t p e r im e t h t in g é c l e x t perimeter lighting/écl ext perimeter lighting/écl ext p e r im e t e r li g h t in g é c l e x t perimeter lighting/écl ext p e ri m e te r li g h ti n g
/é c l e x t p e r im e t t in g é c l e x t p e r im e t t in g é c l e x t p e r im e t e r lig h t in g é c l e x t p e r im e t e r lig h t in g é c l e x t p e r im e t e r lig h t in g é c l e x t p e r im e t t in g é c l e x t p e r im e t h t in g é c l e x t p e r im e t h t in g é c l e x t p e r im e t h t in g é c l e x t p e r im e t h t in g é c l e x t p e r im e t e r lig h t in g é c l e x t p e r im e t e r lig h t in g é c l e x t p e r im e te r lig h tin g
/é c l e x t p e ri m e te r li g h ti n g
/é c l e x t perim eter lighting/écl ext p e r im e t e r li g h t in g é c l e x t perimeter lighting/écl ext perimeter lighting/écl ext p e r im e t e r li g h t in g é c l e x t perimeter lighting/écl ext perim eter lighting/écl ext perimeter lighting/écl ext perimeter lighting/écl ext perimeter lighting/écl ext p e r im e t h t in g é c l e x t p e rim e te r lig h tin g
/é cl e xt p e rim e te r lig h tin g
/é c l e x t perimeter lighting/écl ext perimeter lighting/écl ext p e r im e t h t in g é c l e x t p e ri m e te r lig h ti n g
/é c l e x t p e ri m e te r lig h ti n g
/é c l e x t p e ri m e te r lig h ti n g
/é c l e x t p e ri m e te r lig h ti n g
/é c l e x t p e ri m e te r lig h tin g
/é cl e xt p e ri m e te r lig h tin g
/é cl e xt p e ri m e te r lig h tin g
/é cl e xt p e ri m e te r lig h tin g
/é cl e xt perimeter lighting/écl ext perimeter lighting/écl ext perimeter lighting/écl ext perim eter li ghtin g/écl e xt perimeter lighting/écl ext perimeter lighting/écl ext p e rim e te r lig h tin g
/é c l e x t p e rim e te r lig h tin g
/é c l e x t p e rim e te r lig h tin g
/é c l e x t p e rim e te r lig h tin g
/é c l e x t perim eter lighting/écl ext p e rim e te r lig h tin g
/é c l e x t p e rim e te r lig h tin g
/é c l e x t p e ri m e te r li g h ti n g
/é c l e x t perimeter lighting/écl ext p e ri m e te r lig h ti n g
/é c l e x t outlets prises p e r im e t t in g é c l e x t electric sliding gate barrière coulissante électrique ia
L216 h=12m
L215 h=12m c ir c it
X
L204 h=12m
E
X
E
X
V
B x1
C u
EXVB 4x16 + C u35
E
X
V
B x
C u
E
X
E
X
4.99 lig h t s o n e v e r y f e n c e p o s t c ir c u it x
W
E X
E
X
V
B x
C u
E
X
V
B x
C u
EXVB 4x10 + Cu35
E
X
V
B x
C u p e r im e te r lig h tin g
/é c l e x t
E
X
V
B x
C u lig h ts o n e v e ry f e n c e p o s t c ir c u it x
W
L170 h=12m
E
X
V
B x
C u
E
X
V
B x
C u
L169 h=12m
L168 h=12m
L167 h=12m
L166 h=12m
L165 h=12m
L164 h=12m
L163 h=12m
EXVB 4x16 + Cu35
EXVB 4x50 + Cu35
L162 h=12m
L161 h=12m
L160 h=12m
L159 h=12m c ir c u it
E
X
EXVB 4x16 + Cu35
E
X circuit 7
L156 h=12m
L155 h=12m
L154 h=12m
L153 h=12m
EXVB 4x16 + Cu35
L152 h=12m
L151 h=12m
L150 h=12m
L149 h=12m
L148 h=12m
L147 h=12m
L146 h=12m
E
X
V
B x
C u
L145 h=12m
L144 h=12m
L143 h=12m
L142 h=12m perim eter lighting/écl ext
EXVB 3x10 + Cu10
L135 h=12m
L128 h=12m c ir c u it
E
X p e r im e t t in g é c l e x t p e ri m e te r li g h ti n g
/é c l e x t
E
X
V
B x
C u
L129 h=12m
E
X
V
B x
C u p e ri m e te r li g h ti n g
/é c l e x t p e r im e t h t in g é c l e x t
E
X
L140 h=12m
L141 h=12m
L137 h=12m
L138 h=12m
L136 h=12m
L133 h=12m
L134 h=12m
L132 h=12m
L131 h=12m
L130 h=12m
L123 h=12m
L126 h=12m
L125 h=12m
L124 h=12m
EXVB 3x10 + Cu10 perimeter lighting/écl ext
L127 h=12m
E
X
V
B x
C u li g h ts o n e v e r y f e n c e p o s t c ir c u it x
W
E
X
V
B x
C u
EXVB 3x50 + Cu50
E
X
E
X
V
B x
C u c irc u it 8
L111 h=12m
L112 h=12m
L113 h=12m
L114 h=12m
L115 h=12m
L116 h=12m
L118 h=12m
L119 h=12m
L120 h=12m
L121 h=12m
L122 h=12m
EXVB 3x16+ Cu16 circuit 8 c irc u it 8
E
X
V
B x
C u
Tel shower douche prises outlets
EVAVB 4x10
EVAVB 4x16 videophony
E
X
V
B x
E
X
V
B x
E
X
V
B x
EVAVB 2x10+10
EXVB 2x4+4
E
X
V
B x x
E
X
V
B x x
E
X V
B x
VPh photoelectr cells x d ia m x d ia m
2xdia m
1xd ia m
2xdia m
1xdia m x d ia m x d ia m x d ia m d ia m d ia m
4xdiam110 d ia m
3xd ia m
3xd ia m d ia m connect manhole
2xd ia m xd ia m connect manhole
PUMP STATION
STATION DE POMPAGE
ASPHALTE
TILES
PAVEMENT
TILES
PAVEMENT
I G
H
T
H
A
U
T E
U
R
I G
A U
T E
U R
ASPHALTE
ASPHALT ON CONCRETE SLABS
ASPHALTE SUR DALLES DE BETON
ASPHALT ON CONCRETE SLABS
ASPHALTE SUR DALLES DE BETON
ASPHALT ON CONCRETE SLABS
ASPHALTE SUR DALLES DE BETON
ASPHALTED CONCRETE SLABS
ASPHALTE SUR DALLES DE BETON
ASPHALT
GRASS
GAZON
GRASS
GAZON
GRASS
GAZON
GRASS
GAZON
S
S
I L
S
T
R
A
N
S
F
O
R
M
E
R
PIT FOR SUPPLY OF SPRAY
NOZZLES FOR FIRE EXTINGUISHER
PUITS POUR DISTRIBUTIONS
DES LANCES DE LA POMPE A INCENDIE
ASPHALT
ASPHALTE
concrete beton concrete beton concrete beton concrete beton concrete beton concrete beton drain d ra in c o n ta in e r
ASPHALT
ASPHALTE
concrete beton perimeter lighting/écl extEXVB 3x16+ Cu16 circuit 8
L117 h=12m
L.110
L.109
L.108
L.107
L.105
E
X
V
B x
C u lig h ts o n e v e ry fe n c e p o s t c irc u it 9
(1 x
W
L.104 h=9m
L86
EXVB 4x16 + G(T)
L85 h=9m
PR4
EXVB 2x10 + G(T)
EXVB 4x16 + G(T) h=6m
L84
L83 h=6m h=4m
L82
EXVB 4x16 + G(T)
EXVB 2x10 + G(T)
L81 h=4m
E
X
V
B x10 +
G
(T
E
X
V
B x16 +
G
(T
L80 h=4m
L79 h=6m
E
X
V
B x10 +
G
(T
E
X
V
B x16 +
G
(T
L76 h=9m
L h m
L75 h m
E
X
V
B x
G
(T
E
X
V
B x16 +
G
(T
L74 h m
PTZ Cam.0027
PR3
L73 h=12m h=12m
L72
L71 h=12m
L70 h=12m
L69 h=12m
E
X
V
B x
G
(T
L68 h=12m
L67 h=12m
E
X
V
B x
G
(T h=12m
L66 h m L
E
X
T
L h m
L h m
L61 h=12m h=12m
L60
E
X
T
E
X
T
E
X
T
L57 h=12m
L56 h=12m
E
X
T
E
X
T
L55 h=12m
EXVB 2x10 + G(T)
EXVB 4x16 + G(T)
L54h=12m
EXVB 2x10 + G(T)
L53 h=12m
EXVB 4x16 + G(T)
L52h=12m h=12m
L51
E
X
V
B x
G
(T h=12m
L49 h=12m
L50
EXVB 4x16 + G(T) h=12m
L46
EXVB 4x16 + G(T) h=12m
L47
E
X
T
E
X
V
B x
G
T
E
X
T
E
X
T
ZONE 2
h=12m
L43 h=12m
EXVB 4x16 + G(T)
EXVB 4x16 + G(T) h=12m
L42 h=12m
L41
EXVB 4x16 + G(T)
EXVB 4x16 + G(T) h=12m
L40 h=12m
L39
EXVB 4x16 + G(T)
EXVB 4x16 + G(T)
EXVB 4x16 + G(T)
L35 h=12m
L36 h=12m
L37 h=12m
EXVB 4x16 + G(T)
EXVB 4x16 + G(T)
L38 h=12m h=12m
EXVB 4x16 + G(T)
L33 h=12m
L34 h=12m
L32
L31 h=12m h=12m
L30
E
X
T
L29 h=12m
E
X
T
L28 h=12m
L27 h=12m h=12m
L26 h=12m
L25
L23 h=12m
L24 h=12m
EXVB 4x16 + G(T)
EXVB 4x16 + G(T) h=12m
L22
L21 h=12m
E
X
T h=12m
L20 h=12m
L19
EXVB 4x16 + G(T) h=12m
L18
L17 h=12m
E
X
V
B x
G
(T
L16 h=12m
L15 h=12m
PR1
E
X
V
B x
G
T
E
X
V
B x
G
T
E
X
V
B x
G
T
ZONE 1
L14 h=12m
L12 h=9m
E
X
V
B x
G
T
L13 h=12m h=4m
L11
E
X
V
B
4x16 + G
(T)
E
X
V
B
4x16 + G
(T)
L5
L10
L9
L8
L7
L6
L4
L3
L1
L2 perimeter road nr 5
TRAFFIC LIGHT
FEU ROUGE
E X
T
L229
E X
T
C u
L228
L227
L226
L225
L224
TRAFFIC LIGHT
FEU ROUGE
perimeter road nr 5
L223
E X
T
L222
L221
L220
E
X
T
C u
L219 h=6m
L218
E
X
L217 h=12m
L214 h=12m
E
X
L213 h=12m
L212 h=12m
L211 h=12m
E
X
L210 h=12m c ir c u it
E X
L209 h=12m
L208 h=12m
L207 h=12m
L206 h=12m
L205 h=12m
L203 h=12m
L202 h=12m
L201 h=12m
L200 h=12m
L199 h=12m
L198 h=12m
E
X
V
B x
C u
L197 h=12m
L196 h=12m
L195 h=12m
L194 h=12m
U
N
D
E
R
G
R
O
U
N
D
S
H
E
L
T
E
R
L193 h=12m
L192 h=12m
E X
L191 h=12m
L190 h=12m
L189 h=12m
E
X
V
B x10 +
C u35 circ uit
L188 h=12m circ uit
E
X
V
B x10 +
C u35
L187 h=12m
L186 h=12m
L184 h=12m
E
X
L182 h=12m
L181 h=12m
L180 h=12m
L179 h=12m
E
X
EVAVB 4x10 ext lighting/éclairage ext.
concrete beton s e p t a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e c o n c re te b e to n a s p h a lt a s p h a lt e
C
O
N
C
R
E
T
E
B
E
T
O
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W a s te
C
O
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C
R
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B
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T
O
N
G
R
A
V
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L
G
R
A
V
IE
R a re a a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e
G
R
A
S
S
G
A
Z
O
N
G
R
A
S
S
G
A
Z
O
N a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e c h im n e y c h e m in e e
G
R
A
V
E
L
/G
R
A
V
IE
R a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e 6
.1
.6 a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e
G
R
A
S
S
G
A
Z
O
N a s p h a lt a s p h a lt e x
.5
.5 x
.5
.5
.2
.8
.7 x
.5
.5
L
IG
H
T
IN
G
/E
C
L
A
IR
A
G
E p a n e l/ c o ff re t a s p h a lt a s p h a lt e a s p h a lt a s p h a lt e
E
V
A
V
B x
.2 x
.5
.5 x
.5
.5
.5
X
(4 x
.5
.5 x
.5
.5
X
(4 x
.5
.5
E
V
A
V
B x
E
V
A
V
B x
EVAVB 2x10+10
EVAVB 2x10+10 connect manhole g a z o nla w n
E
V
A
V
B x
2x S-H electr outlets on post
2x prises S-H sur le poteau
E
V
A g a z o n la w n
EVAVB 2x10+10
2x EVAVB 2x10+10
O
V
E
R
H
E
A
D
A
E
R
IE
N
EVAVB 2x10+10
E
V
A
V
B x
V
O
B
E
V
A
V
B x
V
O
B
E
V
A
V
B x c o m p re s s e u rs c o m p re s s o rs g ro u p e é le c tr o g è n e e m e rg e n c y g e n e ra to r
K
V
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V
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B x
E
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B x x
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V A
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C
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E
V
A
V
B
X
E
V
A
V
B
X
EVAVB 4x35+VOB16
E
V
A
V
B x
V
O
B
E
V
A
V
B x g e n e ra to rs c a p k
V
A e a c h
/c h a c u n
U
P
S
-3
E
V
A
V
B x
V
V
B x
E
V
A
V
B x
V
O
B
E
V
A
V
B x
E
V
A
V
B x
E
V
A
V
B x
EVAVB 3x35+35
E
V
A
V
O
B
E
V
A
V
B x
E
V
A
V
B x
E
V
A
V
B x
.3
.4
.5
.6
E
V
A
V
B x
V
O
B g e n e r a to r
.5
.6
.5 a ir c o
.6
.4
.4
.8
.4
.5
.2
.5 7
.3
EVAVB 4x35+VOB16
.2 5
CONCRETE SLABS
DALLES DE BETON
CONCRETE SLABS
DALLES DE BETON
CONCRETE SLABS
DALLES DE BETON
CONCRETE SLABS
DALLES DE BETON
.7
.7
.2
.5
.9
TEL: 2xPVC125 + RC/BA
UG 20x2x0.6 - 470, 07, 211-230.
FO
C 70019-1, 85-96
T
E
L
I
M
P
H
H
/C
H
.8
.x
.2 x
.2 m
H
H
/C
H
H
T
E
L
I
M
P
H
H
/C
H
.8
.x
.2 x
.2 m
H
H
/C
H
S
P
L
IC
E
S
T
F
O
C
-1
-1
T E
L x d ia m
F O
C
F O
C
GRASS
GAZON
TILES
PAVEMENT
asphalt(e) old runway ancienne piste
D
5.2
H
T
H T
H
T
H
T
4.5
0.5
3.2
0.5
2.41
1.7
2.7
16.4
H
T
H
T
H
T
H
T
H
T
H
T
H
T
H
T
H
T
H
T
H
T
H
T
H
T
H
T
H
T
H
T
C u x m m
K
V
C u x m m
K
V
C u x m m
K
V
T
O
S
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A
T
IO
N
V
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R
S
C
A
B
IN
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IO
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A
B
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C u x m m
K
V
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A
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N
V
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S
C
A
B
IN
E
C u x m m
K
V
10.6
H
T
H
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H
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H
T
H
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H
T
H
T
C u x m m
K
V
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T x
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H
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H
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HT
H
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T
²
C
V
C
V
C
V
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²
S T
O P
T R
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O
N
L Y
N
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C
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S
S T
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A
N
D
IC
A
P
P
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D
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A
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A
P
E r o a d d u c t/ c a n iv e a u ro a d d u c t 1 c a n iv e a u r o a d d u c t/ c a n iv e a u r o a d d u c t/ c a n iv e a u
DESSABLEURS
SAND TRAP
r o c t c a n iv e
R
O
C
T
C
A
N
I
V
E
R
O
C
T
C
A
N
I
V
E
C
E
A
Z
O
V
A
G
E r o c t c a n iv e r o c t c a n iv e
ASPHALT
ASPHALTE
concrete beton concrete beton concrete beton concrete beton concrete beton concrete beton concrete beton concrete beton concrete beton concrete beton concrete beton concrete beton concrete beton concrete beton concrete beton
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
H
T
H
T
H
T
H
T k x intercom with camera m oto r slid in g g ate a nd in te rc om w ith c am era a nd chip er lo ck
EXVB 4x25 + G(T)
EXVB 4x25 + G(T)
EXVB 4x25 + G(T)
E
X
V
B
4x25 +
G
(T
E
X
V
B x
G
(T
E
X
V
B x
G
(T
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X
T
61.43
61.45
61.46
61.51
E1AJB 3x25+16
E
X
V
B x
G
T
E
V
A
E
X
E
X
V
B x
G
T
ZONE 2
Electrical Panel
F
IR
E
L
A
N
E
(O n ly fo r fire tru c k s
A
C
C
E
S
P
O
M
P
IE
R
S
(U n iq u e m e n t)
ACCESS CONTROL
CONTROLE D'ACCES
S
L
O
P
E
P
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N
T
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L
O
A
D
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L
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S
WATER TANK
RESERVOIR A EAU
G
R
A
S
S
G
A
Z
O
N
G
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A
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S
G
A
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C
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A
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PLAYG
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LA
IN
E
D
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JE
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SLOPE 5%
PENTE 5%
G
R
A
S
S
G
A
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O
N
G
R
A
S
S
G
A
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G
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L
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C
T
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G
E
N
E
CY - 200
BK - 201
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
ASPHALT
ASPHALTE
F u n k
N
M
F
N
M
F
EVAVB 3x35+16
EMERGENCY BACKUP GENERATOR 1000KVA
10.1917
7.3940
9.9590
8.5930
1.3989
1.0335
7.8
12.7896
2.2981
1.7985
4.3964
7.9935
0.9992
7.7937
10.4915
12.2900
5.4
10.2912
12.4898
3.2335
E
V
A
V
B x x m m
V
O
B m m
E
V
A x m m
V
O
B m m
E
V
A
V
B x
(4 x m m
V
O
B m m
E
V
A
V
B x(4 x1 m m
V
O
B m m
E
V
A
V
B
G m m
V
O
B m m
E
V
A
V
B
G m m
V
O
B m m
E V
A V
B x x m m
V O
B m m fe e d e r b a rrie r a lim e n ta tio n b a rriè re
S
K
157 b uild in g n um ber
E
V
A
V
B
G m m
²
E
V
A
V
B
G
,5 m m
²
EVAVB 5G6mm²
E
V
A
V
B
5G
2,5m m
²
E
V
A
V
B
G
,5 m m
²
E
V
A
V
B
G
,5 m m
²
E
V
A
V
B
5G
6m m
²
E
V
A
V
B
G
,5 m m
²
E
V
A
V
B
G m m
²
E
V
A
V
B
G m m
²
E
V
A
V
B
G m m
²
E
V
A
V
B
G m m
²
E
V
A
V
B
G m m
² E
V
A
V
B
G m m
²
E
V
A
V
B
G m m
²
E V
A V
B
G m m ²
E
V
A
V
B
G m m
²
E
V
A
V
B
G m m
²
E
V
A
V
B
G m m
²
E
V
A
V
B
G
,5 m m
²
E
V
A
V
B
G m m
²
E
V
A
V
B
G m m
²
E
V
A m m
²
E
V
A
V
B
G m m
²
E
V
A
V
B
G m m
²
E
V
A
V
B
G m m
²
E
V
A
V
B
G m m
²
E
V
A
V
B
G m m
²
M
A
N
H
O
LE
C
H
A
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B
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D
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V
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IT
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(L o g o
P
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P
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L
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A
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P
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A
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F
O
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S
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S
S
T
A
T
IO
N c a p k
V
A r o c t c a n iv e
V
B x50
0.50
1.20
0.60
ASPHALT
TILES
PAVEMENT
TILES
PAVEMENT
J P
M o g a s
V entpipe
V entpipe
H o se
H o se diesel mazout gas essence
V entpipe
V entpipe
G
A
T
E
A
EXVB 4x16 + G(T)
L58 h=12m
E
X
T
E
X
T
A
²
K
V
3.7283
1.6996
4.1819
4.9959
2.9385
6.4754
5.4361
7.5359
S e p ic n k m
M
O
T
O
Y e ll o w ja u n e
Y e ll o w ja u n e
Parking en béton
Bordure béton 35/15chanfrein 2/2
Y e ll o w ja u n e
5.95
5.95 5.95
2.5
4.3
G
A
Z
T
A
N
K
(underground)
R
E
S
E
R
V
O
IR
A
G
A
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(e n te rré
F
U
E
L
T
A
N
K u n d e r g r o u n d
R
E
S
E
R
V
O
IR
A
M
A
Z
O
U
T e n te r r é
P
O
W
E
R
P
O
IN
T h=12m
L45 h=12m
L45
L a g o o n
To
BLDG
To
BLDG
E
To
BLDG
ZONE 3
P
O
W
I
N
T
S
T
O
P
M
O
T
O
H a n d ic a p
H a n d ic a p r k in g n d ic a r k in g s
B ik e w a y
B ik e w a y r k in g s r k in g s
B ik e w a y
B ik e w a y
B ik e w a y
N
S e a
Z
O
H
Q
Z
O
H
Q
N
S
H
A a r e a
Z
O
H
Q
N
S e a
TG
3 piquets cu 35
TG
3 piquets cu 35
L a g o
GRASS
GAZON
GRASS
GAZON
H
E
A
TIN
G
O
IL
50000L
HEATING OIL
50000L
50000 lts
FUEL
100000 lt sF
U
E
L
L
- J
P T a n k
L M o g a s
T a n k
H E
A T
I N
G
O
I L
L
H E
A T
I N
G
O
I L
L
HEATING OIL
20000L
H
E
A
TIN
G
O
IL
4000L
H E
A T
I N
G
O
I L
L
H E
A T
I N
G
O
I L
L
H
E
A
T
I
L
L
10500L
FUEL
10500L
F u e l
L
Fuel tank
2 3
FUEL
CONCRETE
BETON
N
A
T
O
P
IP
E
L
IN
E
M
A
N
H
O
L
E
X
V
B
6m m
P ro te ctio n c ath odiq ue p ip elin e
New Protectio n cathodique pipeline
E V
A V
B
G
E
V
A
E
V
A
V
B x m m
HEATING OIL
4000L generator cap. 27.7 kW generator cap. 27.7 kW h=12m
L47
D
I
E
X
E
X
E
X
E
X
E
X
E
X
E
X
V
B
5G
10 + cu50
E
X
V
B
5G
10 + cu50
E
X
V
B
5G
10 + cu50
L a g o
E
V
A
V
B x r o a d d u c t/ c a n iv e a u
17.5
C
V
C
V
C
V
C
V
C
V
C
V
C
V
G ra s s
G a z o n
G ra s s
G a z o n
A s p h a lt
F u e l tr u c k g a l
F u e l tr u c k g a l
S p il l c o n t a in m e n t a r e a m
B a s s in d e r e te n ti o n
R e te n ti o n b a s s in
Junction box
TWAVB 40x2x0.8 (0.5m depth)
2OS03 (inactive)
8 / 80lt/s
WATERTANK
CITERNE
fuel tank
HT+FO+Tél dans 1 gaine existante
Jonction FO
Jonction FO
Jonction FO
4 gaines PVC Ø125
Jonction téléphone
Jonction téléphone
Jonction téléphone
Jonction téléphone
Coffret EP
Fin EP venant du coffret
Jonction
Forage dirigé 4 gaines PVC Ø125
3"
3"
P a r k lo c k s
S p ill c o n t a in m e n t a r e a m
N o u v e lle a r m o ir e d e tr o tto ir
N e w s id e w a lk c a b in e t
N o u v e lle c lo tu r e s e r a e x e c u te p a r u n a u tr e c o n tr a c t
N e w
F e n c e w ill b e p e r fo r m e d b y o th e r c o n tr a c t
TEL-CA06-1000P-0.6mm
TEL-CA22-100P-0.6mm
RTT AWG LCTA
G
-3 m m
G
-3 m m
G
-9 m m
G
-3 m m
G
-9 m m
G
-3 m m
G
-3 m m
G
-9 m m
G
-1 m m
G
-1 m m
G
-3 m m
G
-3 m m
G
-3 m m
G
-3 m m
G
-3 m m
G
-3 m m
G
-6 m m
G
-3 m m
G
-3 m m
G
-3 m m
G
-3 m m
G
-5 m m
H
T
F
R
O
M
/D
E
C
A
B
G
-3 m m
G
-3 m m fuel
TAXI 1
E V
A V
B x
E V
A V
B x
(old tel-CA221-100P-0.6mm)
EVAVB 4x4+4
EVAVB 2x10+10
EVAVB 2x10+10
EVAVB 2x10+10
EVAVB 2x10+10
EVAVB 3x10+10
EVAVB 3x6+6
EVAVB 2x10+10 x a lu
K
V
2OS04
2OS05 (inactive)
GATE 13
GATE 14
L83
Enc
I L
S
PEHD + F.O.
16A02
18A12
Enc
218PP01
216DM01
C
C
B
G
R
D
I
S
T
N
M
08 A
P
C
H
A
P
C
H
A
P
C
H
-2
-2
-0
-0
A
P
C
H
A
P
C
H
B
16A01
16A03
16A04
16A05
16A06
16A07
16A08
16A09
16A10
16A11
16A12
16A13
16A14
16A15
16A16
16A18
16A19
16A20
16A21
16A22
16A23
16A24
16A25
16A26
16A27
16A28
18B11
18B14
18B15
18B16
18B17
18B18
18B19
18B20
18B21
18B22
18B23
18B24
18B25
18B26
18B01
18B02
18B03
18B04
18B05
18B06
18B07
18B08
18B09
18B10
16B01
16B02
16B03
16B04
16B05
16B06
16B07
16B08
16B09
16B10
16B11
16B12
16B13
16B14
16B16
16B17
16B18
16B19
16B20
16B21
16B22
16B23
16B24
16B25
16B26
18A15
18A16
18A17
18A18
18A19
18A20
18A21
18A22
18A23
18A24
18A25
18A26
18A01
18A02
18A03
18A04
18A05
18A07
18A08
18A09
18A10
18A11
18A12
18A14
18B12
18B13
218DM01
216DM02
216DM03
216DM04
216DM05
216DM06
216DM07
218DM01
218DM01
218DM01
218DM01
218DM01
218DM01
216TWA01
216TWA02
216TWB01
216TWA03
216TWB02
216TWA04
216TWB03
216TWA05
216TWB04
216TWB05
216TWB06
216TWB07
216TWB08
216TWB09
216TWB10
216TWB14
216TWB17
216TWB18
216TWB19
216TWB20
216TWB16
216TWB15
216TWB30
216TWB29
216TWB31
216TWB33
216TWB34
216TWB35
216TWB36
216TWA42
216TWA41
216TWB38
216TWA40
216TWB37
216TWA39
216TWB11
216TWB12
216TWB13
216TWA38
216TWA37
216TWA36
216TWA35
216TWA34
216TWA32
216TWA10
216TWA09
216TWA08
216TWA07
216TWA11
216TWA12
216TWA14
216TWA13
216TWA15
216TWA17
216TWA18
216TWA19
216TWA31
216TWA16
218PP02
218PP03
218PP04
G
E
GE
S
S
I L
S
T
R
A
N
S
F
O
R
M
E
R
CIRCUITS RUNWAY / 216RWA - 216RWB
CIRCUITS RUNWAY / 218RWA - 218RWB
CIRCUITS TRESHOLD / 216TH - 218TH 08-26
CIRCUITS RUNWAY / 216RWA - 216RWB
CIRCUITS RUNWAY / 218RWA - 218RWB
CIRCUITS TRESHOLD / 216TH - 218TH 08-26
GAINES A MOINS DE 80CM DE PROFONDEUR
CIRCUITS RUNWAY / 216RWA - 216RWB
CIRCUITS TAXIWAY / 216TWA - 216TWB
CIRCUITS APPROACH / 216AP
CIRCUITS TRESHOLD / 216TH 08
CIRCUITS DISTANCE MARKER & PANNEAUX / 216DM
CIRCUITS PAPI 08 / 216PP
18A06
CIRCUITS APPROACH / 216AP
CIRCUITS DISTANCE MARKER & PANNEAUX / 216DM - 218DM
CIRCUITS RUNWAY / 216RWA - 216RWB
CIRCUITS RUNWAY / 218RWA - 218RWB
CIRCUITS TRESHOLD / 216TH - 218TH - 08-26
CIRCUITS APPROACH / 216AP
CIRCUITS DISTANCE MARKER & PANNEAUX / 216DM - 218DM
CIRCUITS RUNWAY / 216RWA - 216RWB
CIRCUITS RUNWAY / 218RWA - 218RWB
CIRCUITS TRESHOLD / 216TH - 218TH - 08-26
CIRCUITS PAPI 08 / 216PP
CIRCUITS APPROACH / 216AP
CIRCUITS DISTANCE MARKER & PANNEAUX / 216DM - 218DM
CIRCUITS RUNWAY / 216RWA - 216RWB
CIRCUITS RUNWAY / 218RWA - 218RWB
CIRCUITS TRESHOLD / 216TH - 218TH - 08-26
CIRCUITS PAPI 26 / 218PP
CIRCUITS APPROACH / 216AP
CIRCUITS DISTANCE MARKER & PANNEAUX / 216DM - 218DM
CIRCUITS RUNWAY / 216RWA - 216RWB
CIRCUITS RUNWAY / 218RWA - 218RWB
CIRCUITS TRESHOLD / 216TH - 218TH - 08-26
CIRCUITS RUNWAY / 218RWA - 218RWB
CIRCUITS APPROACH / 218AP
CIRCUITS TRESHOLD / 218TH
CIRCUITS DISTANCE MARKER & PANNEAUX / 218DM
CIRCUITS PAPI 26 / 218PP
CIRCUITS APPROACH / 218AP - 216AP
CIRCUITS RUNWAY / 216RWA - 216RWB
CIRCUITS RUNWAY / 218RWA - 218RWB
CIRCUITS TRESHOLD / 216TH - 218TH - 08-26
CIRCUITS APPROACH / 216AP
CIRCUITS RUNWAY / 216RWA - 216RWB
CIRCUITS RUNWAY / 218RWA - 218RWB
CIRCUITS TRESHOLD / 216TH - 218TH 08-26
CIRCUITS TAXIWAY / TWA - TWB
Barre V
216AP01
encastré
218AP01
encastré
216AP02
encastré
218AP02
encastré
218AP07
encastré
218AP03 enc.
216AP03 enc.
218AP04 enc.
218AP05 enc.
218AP06 enc.
216AP04 enc.
216AP05 enc.
216AP07 enc.
216AP06 enc.
PEHD + F.O.
CV F.O.- 4
CV F.O.- 3
CV F.O-1.
PEHD + F.O.
PEHD + F.O.
CV F.O.
PEHD + F.O.
CV F.O.-2
CV F.O.-6
PEHD + F.O.
Vers Cabine 18
PEHD + F.O.
PEHD + F.O.
CV F.O - 5
PEHD + F.O.
V
C s ip h o n
80P
V
C
80P
V
C
P
V
C
P
V
C
P
V
C
P
V
C
P
V
C
P
V
C
/1
P
V
C
/8
C
V
C
V
C
V
C
300ST
150VC
C
C
C
C
200C
200C
200C
200C
C
/-9
C
C
C
110PVC
P
V
C
110PVC
160PVC
P
V
C
100VC
150VC
150VC
P
V C
P
V
C
/-9
110PVC
P
V
C
P
V
C
P
V
C
P
V
C
P
V
C
P
V
C
P
V
C
C
125VC
150VC
150VC
150VC
150VC
150VC
200VC
200VC
JET FUEL
JET FUEL
H O
H
O
V
C
V
C
/5
200C/-66
V
C
V
C
V
C
200V
C
/80
200C
200C
C
200C
V
C
V
C
V
C
V
C
V
C
V
C
V
C
V
C
V
C
V
C
C
200C/-63
V
C
V
C
200C
V
C
200C
V
C
V
C o ld a n c ie n o ld a n c ie n old/ancien
750C
C
V
V
C
V
C
C
P
V
C
WATER TANK
-1.71
P
V
C
Ø
P
V
C
Ø
P
V
C
Ø
MDPE Ø 500
C
M
D
P
E
Ø
P
V
C
Ø
200VC
/-66
V
C
P
R
V
Ø
M
D
P
PVC Ø 200
PVC Ø 200
-0
.88-0.88
-0.92
M
D
M
D
P
V
C
Ø
PVC200
PVC Ø
-0.60
V
C
-0.65
P
V
C
P
V C
300ST
P
R
V
P
R
V
P
R
V
-0
.7
PRV300
PR
V300
-1.16
-1.16
-1.62
P
R
V
PRV300
.0
P
R
V
-1.3
300C
1.3
P
R
V
P
V
C
P
V
C
P
V
C
.1
-1
.0
-1.04
C
P
R
V
-0.63
SIPHON
P
V
C
Ø
-0
.7
P
V C
-0
.6
-0
.6
V
C
P
R
V
C
J
E
T
F
U
E
L
J
E
T
F
U
E
L
J
E
T
F
U
E
L
J
E
T
F
U
E
L
J
E
T
F
U
E
L
J
E
T
F
U
E
L
J
E
T
F
U
E
L
J
E
T
F
U
E
L
J
E
T
F
U
E
L
J
E
T
F
U
E
L
J
E
T
F
U
E
L
J
E
T
F
U
E
L
J
E
T
F
U
E
L
J
E
T
F
U
E
L
JET FUEL
JET FUEL
JET FUEL
JET FUEL
JET FUEL
JET FUEL
PRV Ø 200
-0.84
P
V
C
-0.75
P
V
C
PVC125
P
V
C
-078
P
V
C
P
V
C
Ø
(72)
POL 10/5
14.4
PE 160
15.0325
PE 160
P
E
C
V
P
E
FH100A
P
V
C
B
L
D
G
P
E
C
V
B
L
D
G
C
V
C
V
5.1
CV 2
CV1
PE
PE
BLDG 47
BLDG 57
C
V
C
V
P
E
CV 2
CV1
PE
BLDG 47
C
V
P
E
6"
B
L
D
G
P
E
P
E
C
V
C
V
C
V
C
V
C
V
PE
PE
C
V
C
V
C
V
CV 2
C
V1
C
V
C
V4
C
V5
PE
P
E
P
E
C
V3
C
V
C
V6
P
E
P
E
P
E
H
G
H
C
V5
C
V
C
V7
PE
P
E
PE
H
B
LD
G
C
V
C
V
7 P
E
P
E
C
V8
B
L
D
G
P
U
M
P
S
T
A
T
IO
N
C
V
C
V
6"
6"
6" 1
6"
6"
6"
6"
6"
4"
6"
4"
C
V1
C
V
C
V4
C
V5
PE
P
E
P
E
C
V3
C
V
C
V6
P
E
P
E
P
E
H
G
H
C
V5
C
V
C
V7
PE
P
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PE
H
B
LD
G
C
V
C
V
7 P
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P
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P
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C
V8
B
L
D
G
P
U
M
P
S
T
A
T
IO
N
C
V
C
V
6"
6"
6" 1
6"
6"
6"
6"
6"
4"
6"
4"
PE
re d
1"
3"
3"
PE
C
V
H
P
E
PE
C
V
C
V
C
V3
C
V
4"
PE
6"
6"
PE
P
E
P
E
C
V
H
B
LD
G
H
G
P
E
PE
C
V
C
V
C
V3
C
V
4"
PE
6"
6"
P
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4"
2"
2"
B
LD
G
1"
C
V
C
V
E
P
E
P
E
C
V
C
V
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P
E
P
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C
V 1
B
LD
G
C
V
B
L
D
G
W
A
S
H
R
A
C
K
P
U
M
P
S
T
A
T
IO
N
6"
6"
6"
P
E
P
E
P
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C
V 1
B
LD
G
P
E
C
V
B
L
D
G
W
A
S
H
R
A
C
K
P
U
M
P
S
T
A
T
IO
N
6"
6"
6"
C
V5
C
V
6C
V5
C
V
1 "1
1 ‚"1"
P
E
P
E
P
E
P
E
P
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P
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P
E
P
E
P
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P
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P
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P
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C
V
C
V
C
V
P
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P
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B
L
P
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P
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B
L
P
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C
V
C
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P
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P
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C
V
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P
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P
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C
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B
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P
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BLD
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P
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P
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P
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C
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B
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P
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A
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P E
P E
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E c it w t e r r e s e la v il le
B
L
P
U
M
P
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A
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N
H
P E
P E
V
P V
C r e
R
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D c h e k lv e v a n t i-r e t o u r m e t e r c o m p t e u r
E
P E
P E
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C V
C
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P E
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C
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P E
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P E
P E
B L D
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P
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P
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B L D
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P
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P E
P
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P E
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C
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B L D
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B L D
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B L D
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P E
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B L D
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B L D
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B L D
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B L D
G
P E
P E
P E
B L D
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C V
CV 13
BLDG 28
PE
PE
PE
C
V
C
V
6"
2"
6"
1"
1"
PE
P
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P
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C
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BLDG 48
C
V
PE
PE
CV 14'
PE
P
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PE
CV 14 C
V 15
C
V
C
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6"
6"
6"
6"
6"
2 "
6"
2 "
C
V
C
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1"
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6"
P
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P
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P
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CV 22
PE
PE
PE
CV 22
C
V
C
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6"
6"
6"
6"
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PE
P
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PE
HG 3
BLDG 29
PE
CV 24
6"
6"
6"
6"
C
V
C
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B
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5/4"
C
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C
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CV 5
C
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C
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P
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M
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CV 13
C
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CV 22
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CV 24
2.7
P.E.50
46.5
P
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P
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C
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P
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N
7.131
P
P
P
P
P
P
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P
E
P
P
P.E. 65
P.E. 65
P
P E
7.1517
P E
12.9241
P E
P E
P.E. 160
P.E. 40
P
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J
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F
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E
L
J
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F
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L
S
T m m
S
T m m
S
T m m
E1AJB 4
x10
POL 10/5
C
V
C
V
100 ST
S
T
S
T
S
T
100 ST
S
T
OUT OF USE
HORS SERVICE
S
T
S
T
S
T
S
T
S
T
100 ST
100 ST
100 ST
100 ST
100 ST
100 ST
73.8
S
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P
T
S
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P
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S
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P
T
S
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P
T
S
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P
T
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P
T
S
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P
T
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417.5701 m m
P
E
H
H
C
O
N
C
R
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T
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B
E
T
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N
S
E
P
T
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.7
.4
.9
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.3
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.1
.2
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.3
.4
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D
N x
D
N x
D
N x
D
N x
D
N x
D
N
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.5 x
D
N
.4
-1
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-0
.7
-0
.8
.0
-0
.8
-1
.6
-1
.1
.8 -
.1
-1
.1
-1
.2
.4
.4
-1
.4
-1
.3
-1
.3
.2
.2
.5
.6
.7 x
D
N x
D
N
-1
.1
-1
.0
-0
.9
.1
-1
.1
.5
.5
.8
M
/V
C x
D
N x
D
N
.0
.8
.5 x
D
N x
D
N
.9
.5
.6
.6
.3
.9
.5
H
E
A
T
I N
G C
H
A
U
F
F
A
G
E x
D
N x
D
N x
D
N x
D
N x
D
N
.7
.1
.6 x
D
N
.3
.7
.6
.4
.7
.2
.1
.1
.1
.8
.0
.4
.7 x
D
N x
D
N x
D
N x
D
N x
D
N x
D
N x
D
N
.5
.4
.2
.8
.1
.6 x
D
N
2xDN100 x
D
N x
D
N
.9
.3 x
D
N
.7
.5
.4 x
D
N
.0
.0
-1
.0
.3
-1.2
-1
.2
.2
.5
.5
.2
-1
.2
-1
.4
-1
.4
-1
.7
-1
.0
-1
.0
-1
.0
-0
.8
-0
.8
-0
.9
-1
.0
.0
-1
.0
-1
.0
-1
.0
-1
.0
-1
.4
-1
.4
-1
.4
.4
-1
.4
-0
.8
-0
.8
-0
.8
-0
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.5
.2
H
E
A
T
IN
G
C
H
A
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F
A
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/V
C
H
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C
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H
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C
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M
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C
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D
N x
D
N x
D
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D
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D
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-1.9
-1.9
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-1
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-1
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.0
.2
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+/-2.8
C
I
.0
P
E
C
I
C
I
C
I
S
T
.8
.9
.3
.2 x m m
-e p o x y
W
A
T
E
R
D
IS
T
R
IB
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T
IO
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