BDBT-ARC-SI-BR-M2-CE-DO-9910_SIT_Energienet
Tekst van het document
-3.74 -3.80 -3.82
z
z z -3.86 ∅0.25 ∅5.65
-4.24
-4.23
-4.26
-4.24
vb
vb
-3.99 ∅0.25 ∅5.45
-3.94 ∅0.25 ∅3.50
-3.91 ∅0.25 ∅5.45
-3.93 ∅0.25 ∅4.70
vb
vb
-3.89 ∅0.25 ∅5.45
vb
-4.24
-5.53 -4.28
-4.25
-4.24
-4.28
-4.25
k
r
-4.27
-4.27
-4.26
-5.58
-5.50 -4.30
-4.27
z
rb R
k
k
k k
Domineesweg
vb
k
-4.69 -5.70 -4.30
af
vb
rI
k k k
k
vb
r
rI
r r
st ∅40 0
-3.75 ∅0.25 ∅6.00
k
vb
r
Aansluiten op bestaande persleidingen
k
duik er
-3.85 ∅0.25 ∅5.25
k
rI
-3.87
duiker st ∅1600
z
vb
-3.83 ∅0.30 ∅6.35
-3.87
vb
-3.90
z
-4.25-4.33 -3.60 -3.99 -4.16 -4.32 -4.31 -4.12 -4.13 -5.54-3.99 -3.80 -5.54 -5.68 -5.48 -5.52-4.15-3.60 -3.53 -4.18 -5.53 -5.52-5.63 -4.50 -3.91 -4.24-4.28 -4.30 -4.43 -4.39 -4.14 -4.28 -4.20 -4.43 -3.94 -4.27 -4.31 ∅0.20 -3.95 ∅9.70 -3.66 -3.73
-3.77 ∅0.25 ∅5.45
k
-3.95 -3.93
z
z
vb
-3.61
-3.78 -3.84 -3.85 -3.75
k
z
z
-3.79 -3.82
k
-3.76 -3.89
z
-3.84
-3.45 -3.60 -3.42 -3.84 -3.69 -3.88 -3.67 -3.63 -3.57-3.45 -3.76 -3.72 -3.64 -3.87 -3.49 -3.57 -3.63 -3.65 -3.77 -3.69 -3.65 -3.40 -3.38 -3.81 -3.84 -3.81 ∅0.20 -3.66 -3.70 -3.71 -3.74 -3.37 ∅2.80 -3.77 -3.74 -3.72 -3.65 -3.51 -3.68 -3.49 -3.62 -3.62 -3.72 -3.41 -3.17 -3.50 x x -3.65 -3.74-3.74 -3.73 -3.63 -3.66 -3.67 -3.38 -3.80 -3.32 -3.52 -3.35 -3.78 -3.75 -3.78 -3.71 -3.71 -3.62 -3.70 -3.85 -3.54 -3.82 -3.81 -3.82 -3.80 -3.76 -3.78 -3.50 -3.67 -3.46 -3.85 -3.21 -3.77 -3.72 -3.64 -3.90 -3.85 -3.38 -3.61 -3.48 I -3.65 -3.64 -3.97 -3.91 -3.49 -3.58 -3.92 -3.81 -3.68 -3.75 -4.48 -4.42 -3.96 -3.74 -5.46 -3.64 -5.41 -3.62 -3.61 -5.55-5.52 -4.02 -4.29 -3.69 -3.76 -3.73 W -4.40 WW -4.55 -3.81 -4.20 -4.35 -3.78 -3.75 -3.77 -3.99 -4.20 -4.23 -3.74 -3.72 -3.78 -3.80 -3.86 -4.22 -5.55 -6.86 -5.48 -4.26 -3.57 -3.67 -3.98 -5.55 -4.09 -5.49 -3.82 -3.74 -3.76-3.87-3.81 -3.99 -5.05 D 2165 -3.79 -3.78 -3.99 -3.80 -3.88 -4.01 -5.85 -5.48 -4.40 -4.32 -3.76 -3.86 -3.85 x -5.44 -3.98 -3.77 -4.03 -3.92 -3.79 -4.01 -5.49 -5.49 -3.98 -3.99
-3.89 -3.71 -3.63 -3.89 -3.85
-3.88
-3.87
z
z
z
-3.72 -3.75
-3.78
vb
z
-3.66
bk
-3.68 -4.28 -4.24-3.67
-4.34 -5.58
-3.39 -3.41
-3.44 -3.48
-4.03 z
z
z
-3.54 -3.56
-3.69 -4.16
z
-3.71
z
-3.52 -3.37 -3.54
-3.61
-3.48 -3.46 -3.46
-4.12 -3.98 -3.64 -3.83 -3.81 -3.78
-4.04
-4.09 -4.06
z
-3.77
-3.55
-4.14 -4.10
z
-3.63 -3.62
D 1405
-4.06 -4.02 -4.04 -3.54 -3.74 -3.71
z
-3.83
-3.69 -3.67 -3.53 -3.32 -3.49 -3.47 -3.44 -3.46
z
-3.61 -3.58 -3.56 -3.51
-3.78 -3.25
z
-3.96
-3.93 -3.85 -3.62
k
k
vb
sn1
straat
Zuidermeerweg
-4.30
-4.33
-3.76 -3.78
vb
-3.80
-3.76 -4.42
-3.97 -3.94
-5.76
-4.04 -3.95 -5.62 -4.00 -5.61 -3.91 -4.03 -3.95 -3.99 -4.16 -4.09 -3.96 -4.37 vb
D 2179
-4.28 -3.89
-3.88
-3.67
-4.34
-3.83 -3.82
-3.75
Beton ∅600 -6.30 Overstortput, drempelbreedte 2,50 m -6.30 Drempelhoogte NAP -5,30 m
-5.02 -4.29 -3.66 -3.77 -3.77
-3.71 -3.79 -3.80
-3.72 -3.82
PP ∅400 -5.85 -5.85
H13 -4.10
V10 -4.10
H12 -4.10
H10 -4.10
-5.90
-3.68 ∅0.06 ∅1.00
k
k
-3.85 -3.89x-3.89
-4.02 -4.10 -5.77 -6.17
vb
-5.91
PP ∅315
D12 -4.12
V13 -4.14
Beton ∅500
-5.91
-5.91
-5.98
af
-5.75
vb
-3.91
-6.10
vb
vb
-3.67
R
-6.66
-6.16
PP ∅315
D10 -4.11
V12 -4.14
-3.91
H11 -4.10
-6.33
-4.62
k
rI
rI
-4.02
-3.75 ∅0.06 ∅1.00
-6.29
V11 -4.14
D11 -4.14
-4.45
-4.13
k
Situatie 420.1B
-7.19
-3.88
k
af
vb
-3.96
rI
k
vb
-4.23
-3.86 ∅0.06 ∅1.00
-3.98 -3.97
-3.95
Domineesweg
k
vb
z
-4.34 -4.01
vb
z
-4.01
-3.97
R
k
-6.00
PP ∅315 Beton ∅600
-5.64iker st ∅400 du
-5.31
-4.83 -4.01 -3.97 -3.99 -4.09 -4.62-5.63-4.36 -4.06 -3.97 -3.88 -3.90 -3.98 -4.02 -4.00 -4.31 -3.99 -6.14 -4.01 -3.98 -3.97-3.93 -3.69 -3.95 -3.83 -3.98 -4.08 -3.99 -3.98 -4.32 -3.68 -3.97 -4.04 -4.32 -4.19 -4.00 -3.67 -4.02 -3.99 -4.19 -4.31 -3.93 -4.04D 2202 -3.83 -4.01 -3.68 -3.90 -3.99 -3.94 -4.12 -3.79 -3.79 -3.98 -3.73 -3.87 -4.11 -4.03 -3.88 -3.99 -4.15 -4.23 -3.97 -4.28 -3.94 -3.87 -3.84 -3.80 -3.71 -3.97 -3.98 -4.02 -3.75 -3.90 -3.96 -3.71 -3.94 -3.71 -4.00 -3.62 -3.92-3.92 -3.71 -3.83 -3.76 -3.90 -3.64 -3.65 -3.71 -3.69 -3.88 -3.89 -3.45 -3.56 -3.42 -3.60 -3.84 -3.69 -3.88 -3.67 -3.63 -3.57-3.45 -3.76 -3.72 -3.64 -3.87 -3.49 -3.57 -3.63 -3.65 -3.77 -3.69 -3.65 -3.38 -3.81 -3.66 -3.70 -3.71 -3.74 SCHAAL 1 : 500-3.40 -3.37∅0.20 ∅2.80 -3.72 -3.65 -3.51 -3.68 -3.62 -3.49 -3.62 -3.41 -3.17 -3.50 x -3.65 -3.63
-4.40 -5.44 -3.84 ∅0.06 ∅1.00
Zie detail op tekening 0450
-6.10
-5.65
-5.91
-6.66
Beton ∅500
-4.01 -4.00
-4.30
z
-3.81
-4.43
-7.04
duiker hdpe ∅450-4.38
-4.39 -5.85
PP ∅315 -5.65-4.25 -5.67
-5.88
-5.57
-4.29 -4.30
-3.90
-4.37
z
-3.75
-3.66
-3.72
-5.85
-3.88-3.93 -3.97 -3.46 ∅0.06 ∅1.00 -4.32 -4.15 -3.95 -3.96 -4.55 -5.72
-3.81
k
-3.88
-4.28 -3.76 -3.69
-4.35 -4.01
-4.36 -3.99 -5.61 -3.84 -4.37 -4.12
-3.85
k
-5.74
-3.81 -3.84
-5.64
-3.86
bk
Ensgat
-3.75 -3.79 -3.79
27
NAP
z
-3.72 -3.78
k
z
cai
-4.23
k
af
-4.50-5.48
-3.98 -3.88 -3.91
-6.81
-4.71 -4.03 -4.41 -4.07 -4.05 -3.98 -4.02
-6.74 riet -5.07
-3.58 ∅0.06 ∅1.00
bomen en struiken -5.39
Beton ∅500 PP ∅315
-3.28
-3.71 ∅0.06 ∅1.00 -6.57
1
-4.38
-3.34
-4.00 -3.98
-4.56
-6.50
-4.44
1
-3.94 -4.03
-3.87 ∅0.06 ∅1.00
-4.02 -3.18
-4.31 -3.97 -4.36 -5.63 -4.18 -4.42 -3.95 -4.18 -3.97 -4.18 -3.88 -4.32 -4.02 -3.99 -4.20 -4.37 -4.22 -3.97 -4.03 -4.01 -4.41 -3.93 -4.53 -5.61 -4.20 -3.90 -4.03 -3.90 -3.96 -3.86 ∅0.06 ∅1.00
H15 -4.10
PP ∅400
-5.81
-5.81
PP ∅400
P
-6.19
H9 -4.10
-5.88
Legenda
P
5
H14 -4.10 -6.92
-5.75
duiker n.t.z.
-5.39
PP ∅400 -5.75 -5.75
-4.32 -5.54 -5.94
∅0.06 ∅1.00 -5.77 -4.60
-3.05
Situatie (ontwerp+bestaand)
-6.16
-3.88
-3.78
Parallelle gestuurde boring - 2x Ø630 HDPE SDR11 t.b.v. warmtenet Kabel- en leidingentracé Breedte 2,50 m
-4.39 ∅0.06 ∅1.00 -4.56
-3.92 -5.64 -5.57 -4.54
Leiding C1.2.1 - HPDE 2x Ø110 mm Leidingtracé/ mantelbuis
P
P
-4.17
Leiding C1.2.2 - HPDE 2x Ø450 mm Leidingtracé/ mantelbuis
bomen en struiken
Leiding C1.2.3 - HPDE 2x Ø450 mm Leidingtracé/ mantelbuis
P
P
z
-4.55 ∅0.06 ∅1.00 -4.64 -5.63
-3.97 -4.23
Leiding C1.2.4 - HPDE 2x Ø450 mm Leidingtracé/ mantelbuis
P
-4.70 -5.63 -4.59 ∅0.06 ∅1.00
P
Beton ∅600 PP ∅315
D 2166
-3.80 -3.79
-3.97
-3.77 -3.86 -3.97
-4.46 -4.16
-4.64
Leiding C1.2.5 - HPDE 2x Ø450 mm Leidingtracé/ mantelbuis
-6.46 -5.63 -4.44 -6.86 -5.58
-4.02 -4.10 vb
P
Leiding C1.2.6 - HPDE 2x Ø450 mm Leidingtracé
P
-4.49
Leiding C1.2.8 - HPDE 2x Ø450 mm Leidingtracé/ mantelbuis
-4.46 ∅0.06 ∅1.00
P
Leiding C1.2.9 - HPDE 2x Ø110 mm Leidingtracé/ mantelbuis
P
-4.12
Leiding C1.2.10 - HPDE 2x Ø110 mm Leidingtracé/ mantelbuis
-3.96 -3.89
-4.40 ∅0.06 ∅1.00
P
Leiding C1.2.11 - HPDE 2x Ø450 mm Leidingtracé
-6.18
-3.75
-6.78 -4.54
-3.89
-4.37 -5.50
-6.49
-4.48 ∅0.06 ∅1.00
Planoverzicht
-5.95
-5.65
r k
12b
r
2
k
k k
13c
10
k
k
3
k
k
k
k k
k
k k
k
k
k k
k
k k
k k
r
k
r
k
k
k
r k
r
k
k k
r
k
k
k
k
k k
r k
r
r
r
r k
k
r
r
k
k
r r
r r
r r
k
k
k
k
k k
bk
k
k k
k
bk
k
k
k
k
r r
Abbert
k
bk
13a
k
r
r
r k
k
r r r
k k
k k
r r
r k
k
k r
k k
k
r
r
r k k
k
r r
Abbert
r r
r
1
k
k
r r
r k
k
r k
k
k
r r
k k k
k
r
r
k
k
k
13b
12a
r
r r r
k
k
r
Abbert
r
k
33
r r r
r
k
bk
k
k
k
bk
k
k
k k
k
k
bk
k
k
k
k
k
bk
k bk
k
k r
5
k
k r
k
k
bk
3
k
ABRI
k
k
2
k
k
k
k k
11a
k k
k k
bk
9
k r
bk
k
7
bk r
Overstortput, drempelbreedte 3,50 m Drempelhoogte NAP -5,30 m Zie detail op tekening 0450
r
4 2a
r
11
5
r r r
k k
k k k
4
k
k
k
k
7
38
Scheurrak
r
r r
k
k
18
k
k
Oostwal
Schulp
k
k
engat
9
r
k
k
r
k k
1
r
k r r
ABRI k k k
k
1
k
bk r
k k r
3
k
r
10
r
22
r
r k k
9
r
r
k r r k r
r r
k
bk k
k
r
af
2-2a
k
af
8
k
r r
k
k
1
k
k k
k
k
3
k
11
k bk
1
k k
k
k
k k
r r
7
8
k
k
Domine
k
k
k k
esweg
af
af
bk
k k
bk
k k
20
k
k
10
k
k k
k
k k
k
k k
k k
k k
k k
k
k
k
k
k
r
k
k
k
r
k
k
k
k
r r
r
r
r r
r
k k
Schulpengat
k
k k
r
r
r
k
k
r
k
k
k
r
k
k
k
bk k
r
r
k
k
k
r
k
k
k k
k k
k
k
k
k
k k
r
Amsteldiep
k k
bk
k
k
r
r
k
bk
r
bk
r r
r r
k
r
r r r
k
bk
k
k k
k
k
k
bk
r k
k
r
De Hors
r
k k
12
k
r
k k
k
k k
r r
k k
k k
k
r r
De Hors
r r k
k
r r r
k k
k
r
r r r
k bk
k
r
r
r
k
bk
r k
r r
k
k
r
k k
r r
r k
r
r r
k
bk
k
r
Malzwin
k k
k k k
r r
k
k k
k
k
k k
14
k
k bk
bk
k k k k
k
k k k k
5
k
4-8
k
k
2
10a-10i
3
5
5-11
k k
5a
3
1
9-11
k
k
k
bk bk
k
k
k
k
k
k
1-1f
k k
18
4 k
8a-8h
7a-7c
2 k bk
1
k
k
r r
k
10a-10c
k k k
r k
2
k
k
k r
r
r
k
1
k
r r
2-4
bk
r r r k
k r
k
36c
5
r k
k
2
6
3
k bk
r k
r k
k
k
k
k
k
k
k
k
5
k
1g-1j
r k
10
r k
k bk
r r
r
7
2
k
13
k
k
4
Situatie 0420.1B
k
k k
7
k k bk
9
k k k
r
k
r
Bremerberg
36a r k
1
k
12
k
r r
7a
7b
7c
bk
11
Makkummerwaard
k
36b
k
4 1k-1n
k k
k
r
15a-15d
bk
r
r
r r k
k
k
k
k
k k k bk bk k
r
r
k
k k
k
k
k
r bk
r
r r
r
r
r r
6a
9
k k
bk
bk
3
k k
k
k
k
k
k
k
1a
k
r k
r
r
r
Pampus
r
Hoornse Hop
-3.93
k
k
6a-6b
k
r r
k
3
r
r r
k
k
De Pan
k
k
17a-17d
k
r
r
k
k
r
k k
k
k k
k
k k
k
6b
r
1
k r k
36
r
k
19
k k r
r r k
k k
6
k r
5
k
k
r
r k k k
k
k k k
k r
k
Malzwin
k
-4.10
r
k
k k
k r
r
k
r
k
15
r
r r
Westwal
k
k
k
bk
16-18
k
r r
k
r k
k
9
5
k
r k
r
k
k k
k k
k
k
k
k k
k
k
k
2 k k
k
k
7 7a
k k
k
k
k
k
7
bk k
r
k bk k k rb k
k
10
1
11
20
k
r
13a-13c
bk r
17
15
k
3
r
k
19
Pampus
-4.41
k k
k
k
vb k
k
k
vb
Domine
k k
vb
bk k
k
k
bk
P
vb
esweg
bk vb k k
k
bk k
r
k
k
k
k
k k
k
r
k
k
k
bk
vb
k
k
k
k k
r
k
k
k
r
bk
k
k
k
bk
r
k r
r
r
r vb
r
k
Het Spijk
k
k
k
k
r
k
k
k
k
r r
k
r
k
r r
r
k
k
r
r
r
r
r
r
r
r
r
r
r
r
r k
bk k
r r vb
r
r
r
k
r k
k
r k
r r
k
vb
r
r
k k
vb
k
r
vb
r
r
k
r k
k
k
k
r k
k
k
r
k
r k
k
k k
k
Het Spijk
r
r
r
k
r k
gas
k
k
r
k k k
r k
k
k k
k
k k
k
k
k k
vb
D 2336
-3.98
6 r
vb
k
k
r
vb
2a
2b
8
4
vb
bk
vb
k
Ensgat
k
18a-18g
10
rb
Karel Doormanweg
D8 -4.13
-4.05 -3.86 -3.84 -4.17 -3.77
Scheurrak
-5.61-3.90
-5.98
Beton ∅600
Tracés 3m breed ingetekend. Betreffen dubbele leidingen. Dekking 800/1000 mm boven leidingen. ** Leidingtracés onder voorbehoud op locatie ingetekend. Bij detaillering ondergrondse infra kan exacte leidingtracé wijzigen. *** Voor uitgangspunten leidingen, zie DO rapportage Volantis
Meep
-6.28
-7.10 -5.91
H16 -4.14
-6.16
P
-5.91
D16 -4.12
PP ∅315
-7.10
Beton ∅500
-5.91
*
-5.16 riet -4.40 ∅0.06 ∅1.00
P
H17 -4.14
-5.91
-4.37
P
Beton ∅500 -5.85 -5.85
-5.85
PP ∅315
-4.14
-3.99
Beton ∅600 -6.30 -6.30 H8 -4.10
struiken P
-5.65
z
P
V8 -4.10
V16 -4.10
V17 -4.10
bomen en
PP ∅315 -5.65 -5.67
Ensgat
5
V14 -4.14
-3.98 -3.34
Breehorn
V9 -4.10 D9 -4.11
Middelgronden
PP ∅315
Westwal
-5.91
P
D14 -4.12
P
-5.91
PP ∅315
V15 -4.14
-6.92
-5.65
bomen en struiken
PP ∅315 -5.65 -5.67
-6.19
-3.89
12 32d
32c
32b
32a
20
26d
32
16a-16b
2e-2h
26c 26b
26a
26
k k
20A
vb
24
af
31
vb vb
vb vb
P
k k
r
r
31 af
k r
k
af
vb vb
Domineesweg
-4.47 ∅0.06 ∅1.00
vb r
k vb vb
k k
Domineesweg
af
k
vb vb
vb
Domineesweg
af
k
k
bk bk
vb
k k bk vb vb k r
k
r
vb
rb vb
rb
k k vb straat
Zuidermeerweg
cai
27
jk
meerdi
Zuider
Urk
af
NAP
21
vb
23
19
jk meerdi
Zuider Zuider
bome
eg
meerw
51
meerto
Zuider cht meerw Zuider eg
ken strui
P
n en
P
-4.18 ∅0.06 ∅1.00
-3.95
Situatie 0420.2
-4.39 ∅0.06 ∅1.00 -3.92
meerto Zuider cht
P
-4.33 D 2338 -6.88 -5.74
af
Zuider eg
meerw
-3.78 -3.76 -5.68 -4.09 -3.78
49 af vb
vb rb
Monnikentocht
Monnikentocht
P
Beton ∅600 PP ∅315
15
19 TR
Situatie 0420.1A
vb
-4.37
23 TR
vb
-3.91 -4.40
Domineesweg
Domineesweg
vb
af
Situatie 0420.3
jk
45 TR
45
P
-3.76 -5.76 -4.18 -4.32 -3.87 -3.85 -4.37 ∅0.06 ∅1.00 -6.41 -3.73 -4.22 -4.09 -4.05 -4.36 -4.05 -4.44 -4.51 -5.32 -3.94 -6.02 -4.06 -3.81 -4.06 -3.74 -4.46-4.40 -4.15 ∅0.06 ∅1.00 -4.24 -4.15 -5.80 -4.45 -3.82 2 -4.53 -3.82 -4.39 ∅0.06 -3.79 ∅1.00 -3.90 -3.76 -3.84 -3.76 -3.97 -3.81 -3.93 D 2141 -4.31 -3.92 -4.03 -3.75 -3.77 -5.80 -3.96 -4.06 ∅0.06 -3.84 ∅1.00 -3.93 -3.88 -3.88 -3.88 -4.37 ∅0.06 -5.87 ∅1.00 -3.79 -4.45 -5.85 -3.92 -3.83 -4.59 -3.96 -3.84 -3.92 -3.93 -3.85 -3.84 -3.93 -3.90 -3.80 bomen en struiken -3.83 -3.92 -3.90 -3.77 -3.89 -3.92 -4.12 ∅0.06 ∅1.00 -3.89 -3.92 -3.62 -3.88 -3.62 -3.99 -3.87 -3.92 -3.72 -4.30 ∅0.06 -3.49 -3.30 -3.84 -3.89 ∅1.00 -4.37 -4.04 -5.31 -3.86 -3.54 -3.48 -4.04 -4.27 -5.66 -3.88 -6.96 -3.82 -3.58 -5.70 -3.66-3.61 g-3.37 -3.39 -3.38 -3.85 -4.15 -3.95 -3.84 -3.62 -3.90 -5.64 -3.96 -3.82 -3.39 -4.15 x30-3.42 -4.06 ∅0.06 0 -5.78 -4.01 ∅1.00 -3.39 -4.33 -3.54 -3.89 -3.85 -3.99 -3.80 -4.58 -4.32 -4.16 -3.61 -3.63 -3.45 -4.00 -3.66 -3.89 -4.27 ∅0.06 -3.43 ∅1.00 -4.14 -3.81 g -3.67 -3.80 -3.99 -4.00 -3.66 -3.82 -3.43 -4.13 -3.51 -4.06 -4.02 0 -3.43 -3.86 30x3 -3.95 -3.63 -3.60 -4.05 -3.88 -3.91 -3.95 -3.66 -3.43-3.52 -3.94 2 -4.03 -4.15 -3.60 -4.06 ∅0.06 -4.20 -3.82 ∅1.00 -4.14 -6.71 -4.23 -3.54 -4.11 -4.15 ∅0.06 -4.27 -4.32 -4.23 -3.81 -4.14 ∅1.00 -3.93 -3.58 -3.68-3.73 -4.17 -3.67 -3.85 -4.22 -3.68 -4.09 -3.63 -4.08 -3.86 -4.10 -4.24 -3.73
-4.08 ∅0.06 ∅1.00 -4.04 -3.75 bomen en struiken -3.83 -3.77 -4.28 ∅0.06 -4.25 ∅1.00 -4.11 -3.86 -3.87 -4.02 -3.76 -4.12 -3.73 -3.86 -4.27 -3.84 g -3.81 -4.15 -4.10 ∅0.06 -3.82 -4.20 -3.91 -4.14 -4.11 -3.86 ∅1.00 -3.48 0 3 -4.31 x 0 -3.76 -4.10 -3.74 -4.16 3 -3.77 -3.82 -4.04 -4.18 -4.02 -3.92 -3.78 -4.13 -3.80 -4.22 -4.31 -4.04 -4.21 -4.19 -4.32 -3.94 -4.23 -3.92 -4.26 -4.14 -3.97 -3.99 -4.00 -4.40-4.09-4.05 -4.38 -4.00 -4.00 -5.52 -5.42 -5.58 -4.00 -4.42 -4.18 -4.09
meerdi Zuider
-3.91 -4.06 ∅0.06 ∅1.00 -4.15 duiker niet te vinden -5.62 door hoog gras\riet
jk meerdi
Zuider
P
z
cht
eg
meerto
meerw
Zuider
Zuider
ide Zu
P
Versie
Datum:
P
-6.26
-7.26
Con.: T.R.F. Wijnen (Volantis)
Vrij.: T. Priester (Volantis)
Contact T.R.F. Wijnen (Volantis)
Advies- en Ingenieursorganisatie
P
Architect
P
-6.26
Datum: 08-04-2024 Get.: R.M. Wilken
P
P
rm ide
Zu
-7.26
Omschrijving: Concept DO
V1
Vrij.:
P
H7 -4.10 6
51
6
Versie
Con.:
Opdrachtgever
P
V7 -4.14
Get.:
g
we
eer
rm
P
D7 -4.15
Omschrijving:
ht toc eer
P
0
x3
30
Contact
Project
g
P. de Groot
P
Projectnummer : 30207500 Fase : Definitief Ontwerp
en ruPik P
n st
en e
-4.13
bom
-4.17 -4.28 -4.46-4.34 -4.43 -4.42 -5.34 -4.40
Onderwerp
Situatietekening Energienet Binnendijks bedrijventerrein (PoU)
P
-4.41
en
ruik
n st
en e
bom
500 t∅
er s
-4.39
duik
P
-4.49
Bladformaat : A0 Bladnummer : 1 van 3
M00025744 : 33
Schaal : 1:500 Contractnummer : -
Status :
Concept
Tekeningnummer:
Versie:
BDBT-ARC-SI-BR-M2-CE-DO-9910
V1
C:\Users\wilkenr\DC\ACCDocs\Arcadis\ANL-30074328-VBL&BRM_BDBT\Project Files\0100\2_WIP\CAD\01.Kader\9000\9910_SIT_Energienet\BDBT-ARC-SI-BR-M2-CE-DO-9910_SIT_Energienet.dwg
DocId:
-4.38
P
SCHAAL 1 : 500
Security Category: AS2-Internal
P
Situatie 420.1A
:
-4.47 -5.70 -7.06
-6.70
P
Beton ∅500 PP ∅315
Bouwteam Energienet Urk
P
-4.16 -5.74 -4.16 -4.52 -4.16 -4.19
-3.86
-4.02
-3.86 -3.81 -3.82 -3.86 -3.48
-3.91
-3.74 -3.77
-4.38
-3.76 -3.84
30x
-3.73
30
-4.16
-4.13
-3.92
-4.31 -4.32
P
-3.94 -3.92 -3.97 -3.99 -4.40-4.09-4.05 -5.52 -5.58 -5.42 -4.42 -4.14
P
-4.09
-4.04
-4.38
ken trui en s
duik
P
P
er s
-4.39
-4.49
t∅
-4.37
en bom
-4.21 -4.23 -4.26 -4.00 -4.00 -4.00 -4.00
-4.41 -4.18
-4.31
-4.04 -4.02
-4.18
-4.47 -5.70 -7.06
-6.70
-4.10 ∅0.06 ∅1.00
-4.11 -4.10
-3.82
-3.78 -3.80
-4.22 -4.19
-4.12
-4.27 -4.15 -4.20 -4.14
g
P
-3.76
∅1.00
-4.11
-3.87
P
Beton ∅500 PP ∅315
-4.28 -4.46-4.34 -4.43 -4.42 -5.34 -4.40
-4.04 D 2142
-4.45
-4.22
-4.32
-6.34
-7.42
-4.51
-4.44
-4.21
-4.18
-4.00
P
-4.41
-4.37
H6 -4.10
2
4 -7.
4
-4.39 -5.78 -7.03
P
V6 -4.13
P
-3.93
-4.43
D6 -4.15
-4.04
P
bomen en struiken -4.19
-5.25
z
500
-4.25 -4.46 -5.52 -5.37
-5.27
-4.38
-4.32
-4.00 -4.38
3 -6.
-4.32
-4.01
P
-4.39
P
-4.35
-4.49 -4.32
P
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5
-4.50
P
41
55 -7.
-4.02
P
-5.39 -4.39 -4.48
5 -7.
-4.00
-4.05
-4.12
V5 -4.14
-3.97 -3.93 -3.94 -3.98 -3.91 -4.02 -5.45 -4.49
-4.06
-4.35
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-4.30 -4.56 -5.55-3.92 ∅0.30 ∅1.00 -4.64
P
P 78
-5.
P
P
P
.69
P
-4.18
-4.03 -3.95 -3.92 -3.96 -4.02
-4.58
V42 -4.10
-4.55
-3.97 ∅0.10 ∅2.55
48
-6.
48 -6.
H4 -4.10
P
-4.53
P
eg
-4.02 ∅0.35 ∅9.00
P
-3.98 ∅0.35 ∅8.35 -4.52
P
-4.54
86 -5.
P
Beton ∅600 -7.53 -7.55
3 7.8
6 5.8
-
-
09
5
H3 -4.10 D3 -4.13
09
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P
P
P
00 -8.
5 -6.
55 -7.
V3 -4.10
P
-6.
-4.19
-4.55
-3.97 -3.96 -3.90 -3.90 -3.98
V41 -4.10
-4.00 ∅0.40 ∅8.70
H41 -4.14
-4.52
P -4.57
P
4
7
0
ton
40
Be
∅ PP
P
P
P
P
-5.64 -4.67
-3.90 ∅0.15 ∅2.35
P
P
ken
P
-4.58 -4.54
i stru
00 ∅6 5 n 1 to 3 Be PP ∅
P
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15 ∅3 00 P P ∅4 PP
n en e bom
P
P
z
6 -7.
w eer
-7
9
PP ∅315 -7.97 -8.00
D42 -4.12
H42 -4.14
-4.02 -3.91 ∅0.35 ∅8.00
rm ide Zu
6 5.7
-
V4 -4.14
-4.52 .76
P
-6.59
-4.04 -4.02
.78
∅
-5
B
n eto
500 PP
15 ∅3
-4.45 -5.33 -5.74 -6.82
-4.72
-3.92 ∅0.40 ∅8.60
-5
D4 -4.15
PP PP ∅3P ∅ 4 15 00
-4.55
D 2154
en ruik n st
-5
.65
P
H43 -4.13 V43 -4.10
D 2155
en e bom
1
4 -6.
-5 P .75
H5 -4.10
-4.37
-4.35
P
500 ∅ 15 ton 3 Be PP ∅
-5.64 -4.86
D41 -4.12
-4.06 ∅0.35 -4.28∅7.30 -4.62
15 ∅3 00 P 5 P ∅ ton e B
-4.59
P
-3.91
Legenda
Situatie (ontwerp+bestaand)
00 ∅7
-5.43 -5.75 -4.47 -4.53 -4.00
P
P
Parallelle gestuurde boring - 2x Ø630 HDPE SDR11 t.b.v. warmtenet
-4.41 -5.72
7
P
P
-5
-8.
.42
10
V2 -4.14
60 -7.
P
P
-6
94 -5. 42 -6.
-8. 10
H2 -4.10
Kabel- en leidingentracé Breedte 2,50 m
.94
P
P
H40 -4.14
V40 -4.10
Leiding C1.2.1 - HPDE 2x Ø110 mm Leidingtracé/ mantelbuis Leiding C1.2.2 - HPDE 2x Ø450 mm Leidingtracé/ mantelbuis
0
6 -7.
H78 -4.10
D2 -4.13
P
Leiding C1.2.3 - HPDE 2x Ø450 mm Leidingtracé/ mantelbuis
P
11
-6.
315 0 ∅ PP ∅50 n eto
P
P
P
P
-6.
Leiding C1.2.4 - HPDE 2x Ø450 mm Leidingtracé/ mantelbuis
V78 -4.10
D78 -4.15
B
P
83
Leiding C1.2.5 - HPDE 2x Ø450 mm Leidingtracé/ mantelbuis
D39 -4.12 4
Leiding C1.2.6 - HPDE 2x Ø450 mm Leidingtracé
.02
99 -8.
-6
67
P
P
P P
P
*
Tracés 3m breed ingetekend. Betreffen dubbele leidingen. Dekking 800/1000 mm boven leidingen. ** Leidingtracés onder voorbehoud op locatie ingetekend. Bij detaillering ondergrondse infra kan exacte leidingtracé wijzigen. *** Voor uitgangspunten leidingen, zie DO rapportage Volantis
r k
12b
r
2
k
k k
13c
10
k
k
3
k
k
k
k k
k
k k
k
k
k k
k
k k
k k
r
k
r
k
k
k
r k
r
k
k k
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k
k
k
k
k k
r k
r
r
r
r k
k
r
r
k
k
k
k
k
r r
r r
k k
bk
k
k k
k
bk
k
k
k
k
r r
r
r r r
k
k
r
Abbert
r
k
33
r r r
r
k
bk
k
k
k
bk
k
k
k k
k
k
bk
k
k
k
k
k
bk
k bk
k r
5
k
k r
k
k
bk
3
k
ABRI
k
2
k
k
k
k k
11a
k k
k k
bk
9
k r
bk
k
7
bk r
4 2a
r
11
5
k k
k k k
k
k
k
k
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38
r r
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k
k
Oostwal
r
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r
Schulp
k
k
engat
9
r
k
k
r
k k
1
r
k r r
ABRI k k k
k
1
k
bk r
k k r
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k
r
10
r
22
r
r k k
9
r
Ensgat
r r
r
k r r k r
r k
bk k
k
r
af
2-2a
k
af
8
k
r r
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k
1
k
k k
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k
3
k
11
k bk
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k k
k
k
k k
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7
8
k
k
Domine
k
k
k k
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af
af
bk
k k
bk
k k
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k
k
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k
k k
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k k
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k k
k k
k k
k k
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k
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k
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r
k
k
k
k
r r
r
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r r
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k k
Schulpengat
k
k k
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r
r
k
k
r
k
k
k
r
k
k
k
bk k
r
r
k
k
k
r
k
k
k k
k k
k
k
k
k
k k
r
Amsteldiep
k k
bk
k
k
r
r
k
bk
r
bk
r r
r r
k
r
r r r
k
bk
k
k k
k
k
k
bk
r k
k
r
De Hors
r
k k
12
k
r
k k
k
k k
r r
k k
k k
k
r r
De Hors
r r k
k
r r r
k k
k
r
r r r
k bk
k
r
r
r
k
bk
r k
r r
k
k
r
k k
r r
r k
r
r r
k
bk
k
r
Malzwin
k k
k k k
r r
k
k k
k
k
k k
14
k
k bk
bk
k k k k
k
k k k k
5
k
4-8
k
k
2
10a-10i
3
5
5-11
k k
5a
3
1
9-11
k
k
k
bk bk
k
k
k
k
k
k
1-1f
k k
18
4 k
8a-8h
7a-7c
2 k bk
1
k
k
r r
k
10a-10c
k k k
r k
2
k
k
k r
r
r
k
1
k
r r
2-4
bk
r r r k
k r
k
36c
5
r k
k
2
6
3
k bk
r k
r k
k
k
k
k
k
k
k
k
5
k
1g-1j
r k
10
r k
k bk
r r
r
2
k
13
k
k
4
Situatie 0420.1B
k k
7
k k bk
9
k k k
r
k
r k
r k
1
k
12
k
r r
7a
7b
7c
bk
11
k
4 1k-1n
k k
k
r
15a-15d
bk
r
r
r r k
k
k
k
k
k k k bk bk k
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r
k k
k k
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k
r k k
r bk
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r r
r
r
r
r
r
6a
9
k
bk
bk
3
k k
k k
k
k
k
r
Pampus
r
k
k
1a
k
k
6a-6b
k
r r
r
k
3
r
r r
k
k
De Pan
k
k
17a-17d
k
r
r
k
k
r
k k
k
k k
k
k k
k
6b
r
1
k r k
36
r
k
19
k k r
r r k
k k
6
k r
5
k
k
r
r k k
k
k k k
k r
k
Malzwin
k
r
k
k k
k r
r
k
r
k
15
r
r r
k
k
k
bk
16-18
k
r r
k
r k
k
9
5
k
r k
r
k
k k
k k
k
k
k
k k
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k
k
2 k k
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k
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k k
k
k
k
k
bk k k
bk k k rb k
k
10
1
11
20
k
r
13a-13c
bk r
17
15
k
3
r
k
19
Pampus
7 r
k k
k
k
vb k
k
k
vb
Domine
k k
vb
bk k
k
k
bk vb
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bk vb k k
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bk k
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k
k
k
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k k
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k
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k
bk
vb
k
k
k
k k
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k
k k
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k
bk
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k r
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r
r vb
r
k
Het Spijk
k
k
k
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k
k
k
k
r r
k
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k
r r
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k
k
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r
r
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bk k
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k k
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Het Spijk
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r k
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k
k
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k k
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vb
k
k
r
vb
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8
4
vb
bk
vb
k
Ensgat
k
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10
rb
12 32d
32c
32b
32a
20
26d
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16a-16b
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26a
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k k
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vb
24
af
31
vb vb
vb vb
k k
r
r
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k r
k
af
vb vb
Domineesweg
vb r
k vb vb
k k
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af
k
vb vb
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af
Domineesweg
Domineesweg
vb
af
k
k
bk bk
vb
k k bk vb vb k r
k
r
vb
rb vb
rb
k k vb straat
Zuidermeerweg
cai
27
Urk
jk
meerdi
Zuider
H76 -4.10
3
71 -7.
55 -6.
V38 -4.10
k
r
bk
Karel Doormanweg
7 k
36a
k
89 -8.
k
r r
Abbert
k
bk
13a
k
k
r
r
36b
92 -6.
87 -7.
k
r
r
r k
k
r r r
k k
k k
r r
r k
k
k r
k k
k
r
r
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k
r r
Abbert
r r
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1
k
k
r r
r k
k
r k
k
k
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k
k
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D77 -4.15
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89
87
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10 -6.
Planoverzicht
Hoornse Hop
P
P
15 00 ∅3 n ∅6 P P eto B
af
NAP
21
vb
23
23 TR 19
15
vb
19 TR
Situatie 0420.1A
jk meerdi
Zuider
D38 -4.12
P
V77 -4.12
P
P
P
99
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P
P
H38 -4.10
-6.
Makkummerwaard
P
00 ∅6 ton 00 Be ∅4 PP P
B P
15 ∅3 00 P 5 P ∅ n eto
99
19
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P
P P
Leiding C1.2.11 - HPDE 2x Ø450 mm Leidingtracé
19
-6.
Breehorn
P
P
Leiding C1.2.10 - HPDE 2x Ø110 mm Leidingtracé/ mantelbuis
H77 -4.10
Bremerberg
P
P
90 -7.
P
Beton ∅700 -6.70 -6.72
H39 -4.14
Middelgronden
P
H79 -4.10 D79 -4.13
-6.
P
V39 -4.10
Westwal
900 7.0
∅-7
P
G
P
Leiding C1.2.9 - HPDE 2x Ø110 mm Leidingtracé/ mantelbuis
67 -6.
P
P
92on -B7e. t
P
02
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Leiding C1.2.8 - HPDE 2x Ø450 mm Leidingtracé/ mantelbuis
Scheurrak
V1 -4.14
315 ∅600 ∅ PP eton B
P
P
Overstortput, drempelbreedte 3,50 m Drempelhoogte NAP -5,30 m Zie detail op tekening 0450
Meep
21
-8.
65 -7.
P
PP ∅400 -7.92 -7.93 PP ∅400 -8.99 -9.03
H1 -4.10
Westwal
700
00
∅4
∅ ton Be
PP
P
vb
Zuider
27 -6.
eg
meerw
51
meerto
Zuider cht
49 45
V75 -4.14
Get.:
Versie
Omschrijving: Concept DO
V1
Datum: 08-04-2024 Get.: R.M. Wilken
Con.:
Vrij.:
Con.: T.R.F. Wijnen (Volantis)
Vrij.: T. Priester (Volantis)
Contact
Opdrachtgever
∅4 PP
15 ∅3 P P
cht
31 -7.
eg
31 -7.
meerto
D71 -4.15
T.R.F. Wijnen (Volantis)
Advies- en Ingenieursorganisatie 00 ∅4 315 PP PP ∅
-8
35
-6.
D75 -4.15
meerw
49
59 -7.
3 -6.
Zuider
5
-6.
.55
Zuider
H75 -4.10
Architect
15 ∅3 ∅600 P P on t Be
.71
-7
D 2145
55 -8.
1
eg
49
59
-7.
-6.
H71 -4.10
V71 -4.13
P
7 -7.
Omschrijving: Datum:
72 -8.
P
D45 -4.16P
jk meerdi
Zuider
Versie
V44 -4.10
Monnikentocht
Situatie 0420.3
15 00 ∅3 n ∅6 P P eto B
79
72 -8.
Monnikentocht
45 TR
-7.
P 79 -7.
meerw
Zuider rb
00
P
cht
vb
P
H45 -4.14
meerto Zuider af
P
P
af
vb
00 ∅4 15 PP ∅3 PP
P
Situatie 0420.2
15 ∅3
P
D44 -4.16
V76 -4.14
eg
D 2143
P
H44 -4.14
15 -7.
jk
PP
15 -7.
meerdi Zuider
P
27
3
Be
500
∅ ton
P
-6.
meerw Zuider
P
Contact
Project
P. de Groot
Bouwteam Energienet Urk H72 -4.10 -6. 43
P
47 -7.
V45 -4.10
3 6.4
-
-7.
5 6.3
-
32 -7.
P
Projectnummer : 30207500 Fase : Definitief Ontwerp 47
Onderwerp
:
V72 -4.11
Security Category: AS2-Internal
Situatietekening Energienet Binnendijks bedrijventerrein (PoU)
D72 -4.15
P P
0
600
315 P∅
P
Be
∅ ton
PP P
H73 -4.10
15 ∅3
Schaal : 1:500 Contractnummer : -
Bladformaat : A0 (841x1470) Bladnummer : 2 van 3
M00025744 : 33
40 P∅
Status :
Concept
Tekeningnummer:
Versie:
BDBT-ARC-SI-BR-M2-CE-DO-9910
V1
C:\Users\wilkenr\DC\ACCDocs\Arcadis\ANL-30074328-VBL&BRM_BDBT\Project Files\0100\2_WIP\CAD\01.Kader\9000\9910_SIT_Energienet\BDBT-ARC-SI-BR-M2-CE-DO-9910_SIT_Energienet.dwg
DocId:
P
PP 00 ∅4
∅ ton Be
700
7 10 -8. 60 -7 .
V2 -4.14 10 -8.
60 -7.
H2 -4.10
D2 -4.13
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P
P
P
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99 -8.
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0 7.09 0
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P
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H79 -4.10 D79 -4.13
P
67 -6.
P
H39 -4.14
V39 -4.10
P
P
P
90
Beton ∅700 -6.70 -6.72
67 -6.
P 2 6.0
∅-7
P
G
02
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P
9 2 on -B7e. t
P
D39 -4.12
P
P
Overstortput, drempelbreedte 3,50 m Drempelhoogte NAP -5,30 m Zie detail op tekening 0450
V1 -4.14
21 -8.
65 -7 .
H1 -4.10
P
PP ∅400 -7.92 -7.93 PP ∅400 -8.99 -9.03
P
P
P
15 ∅3 00 P 5 P ∅ n eto
P
P
P P
P
P P
00 ∅6 ton 00 Be ∅4 PP P
B P
P
P
P
P
P
9
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P
8 -8.
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H38 -4.10
10 -6. 92
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55
-6.
89
-8.
V38 -4.10
71
P
-7.
87 -7.
D38 -4.12
P
P
500
∅ ton e B P
P
PP
D 2143
∅
315 00 ∅4 15 PP ∅ 3 PP
P
PP ∅400 -6.62 -6.63 H49 -4.10
2
7 -8. .72
63 -6.
P
P
V71 -4.13 59 -7.
H71 -4.10
49 -6.
89 -7.
V49 -4.14
-8
V44 -4.10
59
P 79 -7.
-7.
D44 -4.16
79
-7.
49 -6.
PP ∅315 -7.86 -7.89
P
H44 -4.14
D71 -4.15
P
0 40
-2.50
P
∅ PP
Legenda
315 ∅ P
P
00 ∅4 315 PP PP ∅
P
-2.51
PP 0 ∅4
15 ∅3
H45 -4.14
-2.63
D45 -4.16P
-2.58
P
Kabel- en leidingentracé Breedte 2,50 m
1
7 -7.
55
-8.
71 -7. 5
5 -8.
Leiding C1.2.1 - HPDE 2x Ø110 mm Leidingtracé/ mantelbuis
H72 -4.10 43
47
-6.
-7.
V45 -4.10
P
-2.60
.47
-7
35
2
P
P
-6.
P
PP
00
15 ∅3
6 n∅
71
to Be
P
-4.14
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D46 -4.16
windmolen -1.21
P
-1.21
63 -7.
38 -8.
63 -7.
38 -8.
20 -7.
Leiding C1.2.9 - HPDE 2x Ø110 mm Leidingtracé/ mantelbuis
V73 -4.14
V46 -4.10
Leiding C1.2.10 - HPDE 2x Ø110 mm Leidingtracé/ mantelbuis 600
PP
∅ ton e B
P
00
∅4
15 ∅3 PP
-4.23
-7.
30 -6.
-1.21 -1.22
Leiding C1.2.8 - HPDE 2x Ø450 mm Leidingtracé/ mantelbuis
30
-6.
20
H46 -4.14 P
-2.45
Leiding C1.2.6 - HPDE 2x Ø450 mm Leidingtracé
H73 -4.10
P
-4.23 -5.32
∅
PP H74 -4.10
P
A
0
P
0 ∅4 P P
*
09
-7.
P P
D74 -4.15
P
V74 -4.10
Planoverzicht r k
12b
r
2
k
k k
13c
10
k
k
3
k
k
k
k k
k
k k
k
k
k k
k
k k
k k
r
k
r
k
k
k
r k
r
k
k k
r
k
k
k
k
k k
r k
r
r
r
r k
k
r
r
k
k
r r
r r
r r
k
k
k
k
k k
bk
k
k k
k
bk
k
k
k
k
r r
Abbert
k
bk
13a
k
r
r
r k
k
r r r
k k
k k
r r
r k
k
k r
k k
k
r
r
r k k
k
r r
Abbert
r r
r
1
k
k
r r
r k
k
r k
k
k
r r
k k k
k
r
r
k
k
k
13b
12a
r
r r r
k
k
r
Abbert
r
k
33
r r r
r
k
bk
k
k
k
bk
k
k
k k
k
k
bk
k
k
k
k
k
bk
k bk
k
k r
5
k
k r
k
k
bk
3
k
ABRI
k
k
2
k
k
k
k k
11a
k k
k k
bk
9
k r
bk
k
7
bk r
r
4 2a
r
11
5
r r r
k k
k k k
4
k
k
k
k
7
38
Scheurrak
r
r r
k
k
18
k
k
Oostwal
V47 -4.10
Tracés 3m breed ingetekend. Betreffen dubbele leidingen. Dekking 800/1000 mm boven leidingen. ** Leidingtracés onder voorbehoud op locatie ingetekend. Bij detaillering ondergrondse infra kan exacte leidingtracé wijzigen. *** Voor uitgangspunten leidingen, zie DO rapportage Volantis
24 -6.
15
3 P∅
H47 -4.10
∅
Leiding C1.2.11 - HPDE 2x Ø450 mm Leidingtracé
315
Schulp
k
k
engat
9
r
k
k
r
k k
1
r
k r r
ABRI k k k
k
1
k
bk r
k k r
3
k
r
10
r
22
r
r k k
9
r
Ensgat
-1.21
05
-2.98
-2.45
PP
-8.
-4.23 -5.31 V48
Leiding C1.2.5 - HPDE 2x Ø450 mm Leidingtracé/ mantelbuis
315
Middelgronden
71
PP
Leiding C1.2.4 - HPDE 2x Ø450 mm Leidingtracé/ mantelbuis
0
0 ∅4
Scheurrak
-6.
-2.38 -2.40
Leiding C1.2.3 - HPDE 2x Ø450 mm Leidingtracé/ mantelbuis
V72 -4.11
D72 -4.15
H48 -4.10
05 -8.
D 2260
-1.20
3 -7.
D48 -4.12
Leiding C1.2.2 - HPDE 2x Ø450 mm Leidingtracé/ mantelbuis
43
-6.
-6.
-2.50
Parallelle gestuurde boring - 2x Ø630 HDPE SDR11 t.b.v. warmtenet
Meep
-5.34 -5.48 -5.34
15 ∅3 ∅600 P P on t Be
0
PP
-2.51
P
Situatie (ontwerp+bestaand)
r
k r r k r
r r
k
bk k
k
r
A
af
2-2a
k
af
8
k
r r
k
k
1
k
k k
k
k
3
k
11
k bk
1
k k
k
k
k k
r r
7
8
k
Westwal
k
Domine
k
k
k k
esweg
af
af
bk
k k
bk
k k
20
k
k
10
k
k k
k
k k
k
k k
k k
k k
k k
k
k
k
k
k
r
k
k
k
r
k
k
k
k
r r
r
r
r r
r
k k
Schulpengat
k
k k
r
r
r
k
k
r
k
k
k
r
k
k
k
bk k
r
r
k
k
k
r
k
k
k k
k k
k
k
k
k
k k
r
Amsteldiep
k k
bk
k
k
r
r
k
bk
r
bk
r r
r r
k
r
r r r
k
bk
k
k k
k
k
k
bk
r k
k
r
De Hors
r
k k
12
k
r
k k
k
k k
r r
k k
k k
k
r r
De Hors
r r k
k
r r r
k k
k
r
r r r
k bk
k
r
r
r
k
bk
r k
r r
k
k
r
k k
r r
r k
r
r r
k
bk
k
r
Malzwin
k k
k k k
r r
k
k k
k
k
k k
14
k
k bk
bk
k k k k
k
k k k k
5
k
4-8
k
k
2
10a-10i
3
5
5-11
k k
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3
1
9-11
k
k
k
bk bk
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k
k
k
k
k
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18
8a-8h
7a-7c
2 k bk
1
k
k
r r
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10a-10c
k k k
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k
k
k r
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k
1
k
r r
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k r
k
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5
r k
k
2
6
3
k bk
r k
r k
k
k
k
k
k
k
k
k
5
k
1g-1j
r k
10
r k
k bk
r r
k
4
Situatie 0420.1B
k
7
k k bk
9
k k k
r
k
Bremerberg
k
1
k
12
k
r r
7a
7b
7c
bk
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k k
k
r
15a-15d
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r
r
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k
k
k
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k k k bk bk k
r
r
k
k k
k
k
k
r bk
r
r r
r
r
r r
6a
9
k
bk
bk
3
k k
k k
k
k
k
1a
k
r k
r
k
k
r
Pampus
r
r
5 -7.
k
k
6a-6b
k
r r
Hoornse Hop
k
3
r
r r
k
k
De Pan
k
k
17a-17d
k
r
r
k
k
r
k k
k
k k
k
k k
k
6b
r
1
k r k
36
r
k
19
k k r
r r k
k k
6
k r
5
k
k
r
r k k k
k
k k k
k r
k
Malzwin
k
r
k
k k
k r
r
k
r
k
15
r
r r
k
k
k
bk
16-18
k
r r
k
r k
k
9
5
k
r k
r
k
k k
k k
k
k
k
k k
k
k
k
2 k k
k
k
7 7a
k k
k
k
k
k
7
bk k
r
k bk k k rb k
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10
1
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20
k
r
13a-13c
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17
15
k
3
r
k
19
Pampus
P
Makkummerwaard
k
r
k k
k
k
vb k
k
k
vb
Domine
k k
vb
bk k
k
k
bk vb
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bk k
r
k
k
k
k
k k
k
r
k
k
k
bk
vb
k
k
k
k k
r
k
k
k
r
bk
k
k
k
bk
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k r
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k
k
k k
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k
k k
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k
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k
k
r
r
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r
r
r
r
r
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r
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r
r
k
r k
k
r k
r r
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k k
r
r
k
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k
k
k
r k
k
k
r
k
r
21 -8.
k
k
k k
k
Het Spijk
r
r
r
k
r k
gas
k
k
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k k k
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k k
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k k
k
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vb
k
k
r
vb
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vb
k
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rb
Ensgat
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k
r r
r
r k
bk k
r r vb
vb
k
r
vb
vb
Karel Doormanweg
2
k
13
k
k
r
36a
Westwal
79 -6.
r
7 k
36b
12 32d
32c
32b
32a
20
26d
32
16a-16b
2e-2h
26c 26b
26a
26
k k
20A
vb
1
24
vb vb
vb vb
k k
r
r
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k r
k
af
vb vb
Domineesweg
vb r
k vb vb
k k
Domineesweg
af
k
vb vb
vb
Domineesweg
af
Domineesweg
Domineesweg
vb
af
k
k
bk bk
vb
k k bk vb vb k r
k
r
vb
rb vb
rb
k k vb straat
Zuidermeerweg
cai
D47 -4.12
27
Urk
jk
meerdi
16
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P
af
31
Zuider
2 -8.
af
NAP
21
vb
23
23 TR 19
15
vb
19 TR
jk meerdi
Zuider
Situatie 0420.1A
98 -6.
vb
Zuider eg
meerw
51
meerto
Zuider cht
-3.99
Situatie 0420.2 meerto Zuider cht
af
eg
49 af vb
vb rb
93
-4.03
meerw
Zuider
-6.
13 -6.
-4.05 -3.99
eg
meerw Zuider
15 ∅3 0 PP ∅40 PP
Monnikentocht
Monnikentocht
meerdi Zuider
Situatie 0420.3
jk
45 TR
45
D 2259
jk meerdi
Zuider
cht
eg
meerto
meerw
Zuider
Zuider
-4.01 -3.99 Versie
Omschrijving: Datum:
-4.02
Versie
Omschrijving: Concept DO
V1
Datum: 08-04-2024 Get.: R.M. Wilken
Con.:
Vrij.:
Con.: T.R.F. Wijnen (Volantis)
Vrij.: T. Priester (Volantis)
Contact
Opdrachtgever
-4.01 D 2151
-3.99
Get.:
T.R.F. Wijnen (Volantis)
-4.12
Advies- en Ingenieursorganisatie
-4.04 -4.02
Architect
-4.00 -4.10
B -4.01 -4.03
Contact
Project
B
P. de Groot
-3.98
Bouwteam Energienet Urk
-4.13
Projectnummer : 30207500 Fase : Definitief Ontwerp
Security Category: AS2-Internal
-3.98 -4.17
Onderwerp
-4.01 -4.04
:
D 2146
-3.97
-4.16
Situatietekening Energienet Binnendijks bedrijventerrein (PoU)
Schaal : 1:500 Contractnummer : -
-4.00 -4.03 -3.97 -4.00
Bladformaat : A0 Bladnummer : 3 van 3
M00025744 : 33
-4.01
Status :
Concept
Tekeningnummer:
Versie:
BDBT-ARC-SI-BR-M2-CE-DO-9910
V1
C:\Users\wilkenr\DC\ACCDocs\Arcadis\ANL-30074328-VBL&BRM_BDBT\Project Files\0100\2_WIP\CAD\01.Kader\9000\9910_SIT_Energienet\BDBT-ARC-SI-BR-M2-CE-DO-9910_SIT_Energienet.dwg
DocId:
-4.01