001-B026-PP-DE-IF-PV-R02

Prévia do material em texto

5,5
R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R
PISTA ROLAMENTO
PISTA ROLAMENTO
FX. DE MUDANÇA DE VELOCIDADE
PA
SS
EI
O
PASSEIO
N
<- AV. WASHINTON LUIS
AV. 
DOU
TOR
 AFO
NSO
 VER
GUE
IRO
 ->
1,5
MURO DE
CONTENÇÃO
MURO DE CONTENÇÃO
PORTÃO
MURETA
MURETA
ESTACIONAM
ENTO
ESTACIONAM
ENTO
ESTACIONAM
ENTO
AM
BEV
ALAM
BRADO
ALAMBRADO
PO
R
TÃO
ALAM
BRADO
ALAMBRADO
ALAMBRADO
ALAM
BRADO
CONSTR.
CO
NSTR.
M
URO
M
URO
ALAMBRADO
ALAM
BRADO
ALAMBRADO
CANALETA
CANALETA
CANALETA
CANALETA
CANALETA
MURETA
ALAM
BRADO
ALAMBRADO
ALAMBRADO
ALAMBRADO
ALAMBRADO
MURO
ALAMBRADO
DECATHLO
N
PO
NTO
 DE Ô
NIBUS
PO
R
TAL
ESTÁTUA
ESTÁTUA
CO
Q
.
C
O
Q
.
C
O
Q
.
C
O
Q
.
CO
Q
.
CO
Q
.
C
O
Q
.
CO
Q
.
CO
Q
.
C
O
Q
.CO
Q
.
CO
Q
.
CO
Q
.
CO
Q
.
CO
Q
.
CO
Q
.
CO
Q
.
AV. COMENDADOR PEREIRA IGNÁCIO 
AV. COMENDADOR PEREIRA IGNÁCIO 
CO
Q
.
TO
TEM
MURO
R
AD
AR
RADAR
R
AD
AR
ESTÁTU
A
BL
BL
CX-AP
BL
BL
BL
BL
PV-ES
PV-ES
RADAR
PASSEIO
PASSEIO
5,5
0
7,
0
6,
0
4,
5
5,
5
1,5
8,90
8,
8
DEFENSA PROJETADA
0,
4
1,
0 7,
0
1,
0
0,
4
300
305
100
0
1
2
3
4
5
6
7
8
9
101112
131415
16
17
200
205
210
EST.300+0,000
INÍCIO - RAMO 300
PC=EST.301+0,059
PT=EST.302+1,567
PC=EST.303+19,920
PT=EST.304+3,825
PC=EST.304+7,896
PT=EST.305+1,934
EST.305+17,552
FINAL - RAMO 300
EST.100+0,000
INÍCIO - RAMO 100
PCC=EST.100+16,232
PCC=EST.101+6,296
PT=EST.102+17,278
PI=EST.103+0,445
PI=EST.103+10,235
EST.104+12,545
FINAL - RAMO 100EST.200+0,000
INÍCIO - RAMO 200
PI=EST.201+2,521
PC=EST.201+13,433
PCC=EST.201+18,974
PCC=EST.202+7,752
PRC=EST.202+10,643
PCC=EST.202+12,821
PT=EST.203+10,573
EST.209+16,718
FINAL - RAMO 200
PI=EST.209+0,705
PI=EST.208+6,434
PT=EST.207+16,791
PRC=EST.206+7,899
PRC=EST.204+18,696
PC=EST.204+9,000
EST.17+4,133
FINAL - EIXO PRINCIPAL
PT=EST.16+1,371
PCC=EST.14+12,800
PRC=EST.13+1,311
PC=EST.12+11,060
IGUALDADE DE ESTACA
EST. 11+16,203 =
EST. 11+15,653
PT=EST.11+15,303
PI=EST.11+15,653
4,
1
PCC=EST.11+8,124
PC=EST.9+8,141
PT=EST.7+6,783
PC=EST.6+17,059
PT=EST.6+11,751
EST.0+0,000
INÍCIO - EIXO PRINCIPAL
PCC=EST.1+8,238
PT=EST.2+13,503
PC=EST.3+15,766PT=EST.4+14,262
PC=EST.5+7,312
PT=EST.5+12,127
PC=EST.6+3,997NF=EST.203+13,495 (RAMO 200)Cota = 567.882
NF=EST.11+15,653 (EIXO PRINCIPAL)
Cota = 567.869
+1.50
2.0% 2.0%
3.0%
+11.70
3.0%
+16.82
2.0%
+7.05
4.0%
+19.59
+12.57
0.0%
+12.80
2.0%
+8.38
+10.01
2.0%
+19.92
2.0%
+2.86
FX. ROLAMENTO
FX. ROLAMENTO
2.0%
+2.58
2.0%
4.0%
4.0%
6,0
4.
0%
4.
0%
5,4
2.0%
+15.25
4.0%
4.0%
2.0
%
4.
0%
2.0%
5,5
9,3
4.0%
+3.53
+1.25
4.0%
ep%
NF= EST.5+5,073 (EIXO PRINCIPAL)
Cota= 569.792
NF= AV. COMENADADOR IGNÁCIO
Cota= 569.583
NF= EST.7+8,078 (EIXO PRINCIPAL)
Cota = 571.648
NF= EST.304+14,954 (RAMO 300)
Cota = 571.668
NF= EST.8+1,253 (EIXO PRINCIPAL)
Cota = 571.685
NF= EST.100+18,561 (RAMO 100)
Cota = 571.508
NF= EST.100+12,111 (RAMO 100)
Cota = 572.092
NF= EST.305+8,876 (RAMO 300)
Cota = 572.484
NF= EST.9+11,111 (EIXO PRINCIPAL)
Cota = 571.089
NF= EST.101+19,392 (RAMO 100)
Cota = 570.969
NF= EST.10+2,864 (EIXO PRINCIPAL)
Cota = 570.805
NF= EST.202+3,851 (RAMO 200)
Cota = 570.668
NF= EST.102+9,567 (RAMO 100)
Cota = 571.050
NF= EST.202+0,726 (RAMO 200)
Cota = 571.171
1,5:1
1:1
1:1
1:1
1:1
1,5:1
1,5:1
LB=LP
LB=LP
LB=LP
LB=LP
5,5
TG. 1
TG. 2
TG. 8
TG. 9
TG. 3
TG. 4
TG. 5
TG. 6
C-1R
=136,4
22m
C-2
R=415,000m
C-3
R=75,000m
C-9
R=78,500m
C-10
R=1611,087m
C-11
R=450,000m
C-4
R=75,000m
C-5
R=249,550m
C-6
R=250,450m
C-7
R=500,450m
C-8
R=50,450m
TG. 300
TG. 301
TG. 302
TG. 303
C-300
R=75,000m
C-301
R=50,000m
C-302
R=20,000m
TG. 100
TG. 101
TG. 102
C
-1
00
R
=1
5,
79
5m
C-1
01R=
7,0
00m
C-102
R=50,500m
TG. 203
TG. 204
TG. 205
TG. 200
TG. 201
TG. 202
C-200
R=15,000m
C-
20
1
R=
5,
00
0m
C-202
R=15,000m
C-206
R=1614,598m
C-207
R=150,000m
C-203
R=507,200mC-204
R=107,000m
C-205
R=73,500m
1
PC
PT
2
PC
PT
3
PC PT
4
PC
PT5
PT
6 PC
7
PC
PT
8
PC
PT
9
PC
PT
DISCRIMINAÇÃONº DATA
R E V I S Õ E S
EMITENTE VERIFICAÇÃO OBJETO
DOCUMENTOS DE REFERÊNCIA
APROVAÇÃO CÓDIGO
ELAB.
RESP.TEC.
VERIF.
DES.
CREA:
APROVAÇÃOVERIFICAÇÃO OBJETO:
ESCALA:
EMPREENDIMENTO:
CÓDIGO:
LOCAL
REVISÃO
PREFEITURA MUNICIPAL VOTORANTIM
 São Paulo - Brasil
REVISÃO GERAL
ALTERAÇÃO DA CODIFICAÇÃO
EMISSÃO INICIAL
02
01
00
19/05/2021
07/08/2019
04/10/2018
JOÃO CARLOS
JOÃO CARLOS
JOÃO CARLOS
MAIO/2021 
JOÃO CARLOS DE ALMEIDA JR.
JOÃO CARLOS DE ALMEIDA JR.
FERNANDO MANTUANI
JOÃO CARLOS DE ALMEIDA JR.
5061665134/D
CONDOMÍNIO VERTICAL COM HABITAÇÕES DE INTERESSE SOCIAL
PROJETO EXECUTIVO DE GEOMETRIA
PLANTA E TABELAS DE ALINHAMENTO HORIZONTAL E CURVAS DE BORDO
1:500
AV. COMENDADOR PEREIRA IGNÁCIO - INSCRIÇÃO CADASTRAL: 114245200780000010
001-B026-PP-DE-IF-PV 02
NOTAS:
1- MEDIDAS E COTAS EM METRO, EXCETO INDICAÇÃO CONTRÁRIA.
2- PARA SEÇÃO TÍPICA VER 004-B026-PP-DE-IF-PV.
3- PARA PERFIS VER 002-B026-PP-DE-IF-PV E 003-B026-PP-DE-IF-PV
LEGENDA:
GUIA E SARJETA PROJETADA
PAVIMENTO 
PASSEIO PROJETADO
SENTIDO DE TRÁFEGO
PONTO DE TANGÊNCIA
PONTO DE INTERSEÇÃO DAS TANGENTES
PONTO DE CURVAPC
PT
PI
LINHA DE PERFIL
LINHA BASELB
LP
PCC
PCR PONTO DE CURVA REVERSA
PONTO DE CURVA COMPOSTA
PONTO DE ESPIRAL-TANGENTE
PONTO DE CURVA CIRCULAR-ESPIRALCE
ET
TE
EC PONTO DE ESPIRAL-CURVA CIRCULAR
PONTO DE TANGENTE-ESPIRAL
MUDANÇA DE LINHA BASEMLB
CENTRO DA CURVACC
COORDENADASN/E
SUPERELEVAÇÃO EXISTENTEep%
ESTAQUEAMENTO
INCLINAÇÃO DO CORTE (H:V)
TALUDE DE ATERRO
TALUDE DE CORTE
1,0:1
100
INCLINAÇÃO DO ATERRO (H:V)1,5:1
GUIA EXISTENTE
ELEMENTOS GEOMÉTRICOS - EIXO PRINCIPAL
Nº
C-1
C-2
TANG. 1
C-3
TANG. 2
C-7
TANG. 5
C-8
TANG. 6
C-9
TANG. 7
C-10
C-11
TANG. 8
TANG. 9
TANG. 3
C-4
C-5
C-6
TANG. 4
DEFLEXÃO/
AZIMUTE
-
-
193° 48' 01.95"
-
207° 55' 49.29"
-
204° 15' 05.72"
-
206° 01' 54.53"
-
203° 48' 26.50"
-
-
191° 04' 34.28"
281° 04' 34.28"
191° 04' 34.28"
-
-
-
193° 48' 00.58"
LC
(m)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
TT
(m)
0,734
0,192
-
0,574
-
0,039
-
0,030
-
0,047
-
0,400
0,128
-
-
-
0,168
0,077
0,227
-
TL
(m)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
TC
(m)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
R
(m)
136,422
415,000
-
75,000
-
75,000
-
249,550
-
250,450
-
500,450
50,450
-
-
-
78,500
1611,087
450,000
-
D/L
(m)
28,238
25,265
22,263
18,496
13,050
4,815
11,870
7,754
5,308
9,723
41,358
39,983
7,179
0,350
0,550
15,407
10,250
31,489
28,571
22,762
AC
011° 51' 34.74"
003° 29' 17.43"
-
014° 07' 47.35"
-
003° 40' 43.57"
-
001° 46' 48.81"
-
002° 13' 28.04"
-
004° 34' 39.44"
008° 09' 12.78"
-
-
-
007° 28' 53.91"
001° 07' 11.54"
003° 38' 16.09"
-
TE-PC
0+0,000
1+8,238
2+13,503
3+15,766
4+14,262
5+7,312
5+12,127
6+3,997
6+11,751
6+17,059
7+6,783
9+8,141
11+8,124
11+15,303
11+15,653
11+16,203
12+11,610
13+1,860
14+13,350
16+1,921
ET-PT
1+8,238
2+13,503
3+15,766
4+14,262
5+7,312
5+12,127
6+3,997
6+11,751
6+17,059
7+6,783
9+8,141
11+8,124
11+15,303
11+15,653
11+16,203
12+11,610
13+1,860
14+13,350
16+1,921
17+4,683
PONTO
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
PI
7395762,4240
249886,3280
7395736,0509
249881,5294
-
7395693,1319
249870,9870
-
7395671,2620
249859,3927
-
7395654,7083
249851,9352
-
7395642,0860
249845,7702
-
7395581,4984
249819,0386
7395559,2171
249811,2665-
-
-
7395535,2937
249806,0228
7395515,5015
249799,3782
7395486,8463
249790,3773
-
TE-PC
7395776,5884
249885,9454
7395748,4833
249883,7915
7395723,7791
249878,5150
7395702,1587
249873,2043
7395684,9195
249866,6332
7395673,3900
249860,5208
7395669,0660
249858,4033
7395658,2433
249853,5277
7395651,2245
249850,2336
7395646,4551
249847,9042
7395637,6374
249843,8075
7395599,7987
249827,1128
7395562,6122
249812,4507
7395555,6883
249810,5757
7395555,3450
249810,5085
7395555,4507
249809,9687
7395540,3306
249807,0088
7395530,4281
249804,3893
7395500,4799
249794,6598
7395472,9684
249786,9685
ET-PT
7395748.4833
249883,7915
7395723.7791
249878,5150
7395702,1587
249873,2043
7395684.9195
249866,6332
7395673,3900
249860,5208
7395669.0660
249858,4033
7395658,2433
249853,5277
7395651.2245
249850,2336
7395646,4551
249847,9042
7395637.6374
249843,8075
7395599,7987
249827,1128
7395562.6122
249812,4507
7395555.6883
249810,5757
7395555,3450
249810,5085
7395555,4507
249809,9687
7395540,3306
249807,0088
7395530.4281
249804,3893
7395500.4799
249794,6598
7395472.9684
249786,9685
7395450,8632
249781,5389
ELEMENTOS GEOMÉTRICOS - RAMO 100
Nº
C-100
C-101
C-102
TANG. 100
TANG. 101
TANG. 102
DEFLEXÃO/
AZIMUTE
-
-
-
242° 49' 17.23"
242° 49' 17.23"
246° 16' 46.42"
LC
(m)
-
-
-
-
-
-
TT
(m)
2,342
2,302
2,473
-
-
-
TL
(m)
-
-
-
-
-
-
TC
(m)
-
-
-
-
-
-
R
(m)
15,795
7,000
50,500
-
-
-
D/L
(m)
16,232
10,064
30,982
3,167
9,791
22,309
AC
058° 52' 50.40"
082° 22' 25.34"
035° 09' 05.75"
-
-
-
TE-PC
100+0,000
100+16,232
101+6,296
102+17,278
103+0,445
103+10,235
ET-PT
100+16,232
101+6,296
102+17,278
103+0,445
103+10,235
104+12,545
PONTO
N
E
N
E
N
E
N
E
N
E
N
E
PI
7395628,4805
249814,1190
7395619,7904
249826,3941
7395600,1990
249816,1215
-
-
-
TE-PC
7395624,9138
249805,9490
7395623,3296
249821,3949
7395614,3657
249823,5497
7395592,8926
249801,8916
7395591,4463
249799,0746
7395586,9743
249790,3651
ET-PT
7395623.3296
249821,3949
7395614.3657
249823,5497
7395592.8926
249801,8916
7395591,4463
249799,0746
7395586,9743
249790,3651
7395577,9998
249769,9404
ELEMENTOS GEOMÉTRICOS - RAMO 200
Nº
TANG. 203
TANG. 204
C-200
C-201
C-202
C-205
C-206
TANG. 205
C-207
C-203
C-204
TANG. 200
TANG. 201
TANG. 202
DEFLEXÃO/
AZIMUTE
066° 16' 46.42"
068° 05' 42.44"
-
-
-
-
-
191° 04' 34.28"
-
-
-
208° 33' 27.00"
211° 09' 55.50"
212° 45' 49.06"
LC
(m)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
TT
(m)
-
-
0,260
2,827
0,070
0,001
0,369
-
0,160
0,066
0,698
-
-
-
TL
(m)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
TC
(m)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
R
(m)
-
-
15,000
5,000
15,000
507,200
107,000
-
73,500
1614,598
150,000
-
-
-
D/L
(m)
22,521
10,912
5,541
8,778
2,891
2,178
17,752
18,427
9,695
29,204
28,892
9,643
14,271
16,013
AC
-
-
021° 09' 59.12"
100° 35' 26.87"
011° 02' 37.31"
000° 14' 45.57"
009° 30' 20.99"
-
007° 33' 27.77"
001° 02' 10.76"
011° 02' 09.58"
-
-
-
TE-PC
200+0,000
201+2,521
201+13,433
201+18,974
202+7,752
202+10,643
202+12,821
203+10,573
204+9,000
204+18,696
206+7,899
207+16,791
208+6,434
209+0,705
ET-PT
201+2,521
201+13,433
201+18,974
202+7,752
202+10,643
202+12,821
203+10,573
204+9,000
204+18,696
206+7,899
207+16,791
208+6,434
209+0,705
209+16,718
PONTO
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
N
E
PI
-
-
7395586,6826
249805,6964
7395586,7964
249814,5199
7395579,4349
249813,2415
7395577,0630
249812,3359
7395567,7192
249808,8146
-
7395536,1421
249802,6224
7395517,6990
249796,4239
7395489,9557
249787,6651
-
-
-
TE-PC
7395572,5066
249772,3540
7395581,5662
249792,9722
7395585,6370
249803,0962
7395586,7187
249808,4988
7395580,8636
249813,4896
7395578,0802
249812,7243
7395576,0441
249811,9520
7395558,9904
249807,0952
7395540,9063
249803,5551
7395531,5420
249801,0713
7395503,7743
249792,0277
7395477,2278
249780,7378
7395468,7580
249776,1281
7395456,5469
249768,7428
ET-PT
7395581,5662
249792,9722
7395585,6370
249803,0962
7395586.7187
249808,4988
7395580.8636
249813,4896
7395578.0802
249812,7243
7395576.0441
249811,9520
7395558.9904
249807,0952
7395540,9063
249803,5551
7395531.5420
249801,0713
7395503.7743
249792,0277
7395477.2278
249780,7378
7395468,7580
249776,1281
7395456,5469
249768,7428
7395443,0818
249760,0773
ELEMENTOS GEOMÉTRICOS - RAMO 300
Nº
TANG. 300
C-300
TANG. 301
C-301
TANG. 302
C-302
TANG. 303
DEFLEXÃO/
AZIMUTE
194° 24' 48.36"
-
210° 50' 40.72"
-
215° 19' 09.01"
-
255° 32' 09.83"
LC
(m)
-
-
-
-
-
-
-
TT
(m)
-
0,778
-
0,038
-
1,298
-
TL
(m)
-
-
-
-
-
-
-
TC
(m)
-
-
-
-
-
-
-
R
(m)
-
75,000
-
50,000
-
20,000
-
D/L
(m)
20,059
21,508
38,353
3,905
4,071
14,038
15,618
AC
-
016° 25' 52.36"
-
004° 28' 28.29"
-
040° 13' 00.82"
-
TE-PC
300+0,000
301+0,059
302+1,567
303+19,920
304+3,825
304+7,896
305+1,934
ET-PT
301+0,059
302+1,567
303+19,920
304+3,825
304+7,896
305+1,934
305+17,552
PONTO
N
E
N
E
N
E
N
E
N
E
N
E
N
E
PI
-
7395698,6050
249867,4016
-
7395654,7029
249841,1843
-
7395643,8125
249833,4680
-
TE-PC
7395728,5202
249875,0900
7395709,0927
249870,0970
7395689,3080
249861,8497
7395656,3799
249842,1858
7395653,1090
249840,0550
7395649,7870
249837,7012
7395641,9836
249826,3777
ET-PT
7395709,0927
249870,0970
7395689.3080
249861,8497
7395656,3799
249842,1858
7395653.1090
249840,0550
7395649,7870
249837,7012
7395641.9836
249826,3777
7395638,0828
249811,2552
PONTO CC PC
COORDENADAS
PI PT
CURVA
N° R D T AC
CURVA CIRCULAR
TABELA DE ALINHAMENTO HORIZONTAL - GUIA / BORDO
1 0,350 1,071 8,571 175°19'23,60"
N
E
7.395.674,9932
249.862,2762
7.395.675,157
249.861,967
7.395.682,730
249.865,982
7.395.674,855
249.862,598
2 1,000 2,588 3,518 148°16'4,36"
N
E
7.395.639,5000
249.836,3770
7.395.639,096
249.837,292
7.395.642,315
249.838,712
7.395.640,324
249.835,811
3 0,500 1,267 1,594 145°10'14,84"
N
E
7.395.634,4398
249.821,1544
7.395.633,971
249.820,980
7.395.634,526
249.819,486
7.395.634,924
249.821,030
4 1,000 2,162 1,876 123°52'5,36"
N
E
7.395.627,4461
249.831,0588
7.395.626,911
249.830,214
7.395.625,326
249.831,217
7.395.627,042
249.831,974
5 0,500 1,337 2,096 153°10'4,87"
N
E
7.395.599,2875
249.820,8309
7.395.599,152
249.821,312
7.395.601,170
249.821,879
7.395.599,625
249.820,462
6 150,000 11,964 5,985 4°34'11,80"
N
E
7.395.639,7330
249.676,9059
7.395.599,152
249.821,312
7.395.593,390
249.819,693
7.395.587,775
249.817,620
7 0,250 0,545 0,479 124°52'59,77"
N
E
7.395.587,8621
249.817,3853
7.395.587,719
249.817,180
7.395.587,326
249.817,454
7.395.587,775
249.817,620
8 0,250 0,544 0,478 124°44'3,69"
N
E
7.395.591,8626
249.812,1232
7.395.591,627
249.812,040
7.395.591,785
249.811,590
7.395.592,065
249.811,977
9 0,350 1,049 4,880 171°47'43,23"
N
E
7.395.555,1913
249.811,2936
7.395.555,076
249.811,624
7.395.550,469
249.810,013
7.395.555,259
249.810,950
MURO DE CONTENÇÃO
R R R R R R R R R DEFENSA METÁLICA
AutoCAD SHX Text
E=249700 
AutoCAD SHX Text
 E=249700
AutoCAD SHX Text
E=249750 
AutoCAD SHX Text
 E=249750
AutoCAD SHX Text
E=249800 
AutoCAD SHX Text
 E=249800
AutoCAD SHX Text
E=249850 
AutoCAD SHX Text
 E=249850
AutoCAD SHX Text
E=249900 
AutoCAD SHX Text
 E=249900
AutoCAD SHX Text
 N=7395400
AutoCAD SHX Text
N=7395450 
AutoCAD SHX Text
 N=7395450
AutoCAD SHX Text
N=7395500 
AutoCAD SHX Text
 N=7395500
AutoCAD SHX Text
N=7395550 
AutoCAD SHX Text
 N=7395550
AutoCAD SHX Text
N=7395600 
AutoCAD SHX Text
 N=7395600
AutoCAD SHX Text
N=7395650 
AutoCAD SHX Text
 N=7395650
AutoCAD SHX Text
N=7395700 
AutoCAD SHX Text
 N=7395700
AutoCAD SHX Text
N=7395750 
AutoCAD SHX Text
 N=7395750
AutoCAD SHX Text
N=7395800 
AutoCAD SHX Text
 N=7395800
AutoCAD SHX Text
+576,71
AutoCAD SHX Text
+571,359AutoCAD SHX Text
+570,80
AutoCAD SHX Text
+573,30
	Sheets and Views
	001