SWG - Holchemont · swg. baker potts rd. 33. 30. 15. 32. 31. 32. 1. 2. beckham rd. 3. 11. 10. 14....

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Transcript of SWG - Holchemont · swg. baker potts rd. 33. 30. 15. 32. 31. 32. 1. 2. beckham rd. 3. 11. 10. 14....

Page 1: SWG - Holchemont · swg. baker potts rd. 33. 30. 15. 32. 31. 32. 1. 2. beckham rd. 3. 11. 10. 14. 12. 34. 4. 5. 125. 1. 2. 1. 3. 4. 5. 35. 9. 2. 14. 13. 12. 7. 10. 11. 6. 8. 36. druary
Page 2: SWG - Holchemont · swg. baker potts rd. 33. 30. 15. 32. 31. 32. 1. 2. beckham rd. 3. 11. 10. 14. 12. 34. 4. 5. 125. 1. 2. 1. 3. 4. 5. 35. 9. 2. 14. 13. 12. 7. 10. 11. 6. 8. 36. druary

SWG

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BAKER POTTS RD.
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33
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30
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15
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32
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31
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32
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2
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BECKHAM RD.
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11
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14
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12
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34
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4
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125
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7
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10
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11
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8
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36
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33
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32
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19
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27
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26
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25
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182
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BRENNANAM RD.
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MARIA
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ERNESTINA
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WHITNEY
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COMMERCE
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WOOLAM
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PATRICIA
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UNION
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LENA
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CENTRO
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CHINA
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AutoCAD SHX Text
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AutoCAD SHX Text
77
AutoCAD SHX Text
76
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
NOVEMBER DR.
AutoCAD SHX Text
GARDEN VILLAS
AutoCAD SHX Text
OLIVAR DR.
AutoCAD SHX Text
5
AutoCAD SHX Text
24
AutoCAD SHX Text
23
AutoCAD SHX Text
22
AutoCAD SHX Text
21
AutoCAD SHX Text
20
AutoCAD SHX Text
19
AutoCAD SHX Text
18
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
11
AutoCAD SHX Text
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AutoCAD SHX Text
88
AutoCAD SHX Text
87
AutoCAD SHX Text
86
AutoCAD SHX Text
71
AutoCAD SHX Text
70
AutoCAD SHX Text
69
AutoCAD SHX Text
68
AutoCAD SHX Text
53
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
ACRES
AutoCAD SHX Text
SUBD.
AutoCAD SHX Text
SUBD.
AutoCAD SHX Text
WALK
AutoCAD SHX Text
SUBDIVISION
AutoCAD SHX Text
BASS GROVES
AutoCAD SHX Text
TOMLIN
AutoCAD SHX Text
TAMM LANE
AutoCAD SHX Text
75
AutoCAD SHX Text
74
AutoCAD SHX Text
73
AutoCAD SHX Text
11
AutoCAD SHX Text
10
AutoCAD SHX Text
C
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
26
AutoCAD SHX Text
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AutoCAD SHX Text
28
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
32
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
52
AutoCAD SHX Text
51
AutoCAD SHX Text
50
AutoCAD SHX Text
35
AutoCAD SHX Text
34
AutoCAD SHX Text
BASS BLVD
AutoCAD SHX Text
SHERWOOD
AutoCAD SHX Text
FM-800
AutoCAD SHX Text
29
AutoCAD SHX Text
27
AutoCAD SHX Text
25
AutoCAD SHX Text
26
AutoCAD SHX Text
10
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
72
AutoCAD SHX Text
71
AutoCAD SHX Text
73
AutoCAD SHX Text
11
AutoCAD SHX Text
ATLAS PALMAS RD
AutoCAD SHX Text
DOUGLAS
AutoCAD SHX Text
B BROWN
AutoCAD SHX Text
SUBIVISION
AutoCAD SHX Text
FENIMORE
AutoCAD SHX Text
HTS
AutoCAD SHX Text
TAMM ACRES
AutoCAD SHX Text
BAKER POTTS RD
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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16
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
53
AutoCAD SHX Text
16
AutoCAD SHX Text
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AutoCAD SHX Text
51
AutoCAD SHX Text
15
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
19
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
55
AutoCAD SHX Text
15
AutoCAD SHX Text
10
AutoCAD SHX Text
56
AutoCAD SHX Text
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AutoCAD SHX Text
14
AutoCAD SHX Text
13
AutoCAD SHX Text
11
AutoCAD SHX Text
57
AutoCAD SHX Text
58
AutoCAD SHX Text
59
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
60
AutoCAD SHX Text
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AutoCAD SHX Text
67
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
10
AutoCAD SHX Text
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AutoCAD SHX Text
12
AutoCAD SHX Text
11
AutoCAD SHX Text
WHITNEY CT
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
31
AutoCAD SHX Text
48
AutoCAD SHX Text
63
AutoCAD SHX Text
75
AutoCAD SHX Text
62
AutoCAD SHX Text
61
AutoCAD SHX Text
50
AutoCAD SHX Text
30
AutoCAD SHX Text
21
AutoCAD SHX Text
47
AutoCAD SHX Text
FM-1479
AutoCAD SHX Text
LIPSCOMB AVE
AutoCAD SHX Text
76
AutoCAD SHX Text
92
AutoCAD SHX Text
77
AutoCAD SHX Text
59
AutoCAD SHX Text
ESTRELLITA
AutoCAD SHX Text
58
AutoCAD SHX Text
78
AutoCAD SHX Text
80
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
1
AutoCAD SHX Text
184
AutoCAD SHX Text
183
AutoCAD SHX Text
184
AutoCAD SHX Text
186
AutoCAD SHX Text
LAMB
AutoCAD SHX Text
91
AutoCAD SHX Text
77
AutoCAD SHX Text
83
AutoCAD SHX Text
59
AutoCAD SHX Text
OKLAHOMA
AutoCAD SHX Text
OREGON
AutoCAD SHX Text
88
AutoCAD SHX Text
80
AutoCAD SHX Text
79
AutoCAD SHX Text
57
AutoCAD SHX Text
56
AutoCAD SHX Text
SHARE 8
AutoCAD SHX Text
SHARE 9
AutoCAD SHX Text
149
AutoCAD SHX Text
148
AutoCAD SHX Text
127
AutoCAD SHX Text
MISSOURI PACIFIC RAILROAD
AutoCAD SHX Text
SHAFER
AutoCAD SHX Text
LAVACA
AutoCAD SHX Text
BRAZOS
AutoCAD SHX Text
SABINE
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
16
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128
AutoCAD SHX Text
129
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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11
AutoCAD SHX Text
15
AutoCAD SHX Text
16
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64
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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7
AutoCAD SHX Text
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AutoCAD SHX Text
26
AutoCAD SHX Text
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AutoCAD SHX Text
56
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
61
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11
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
29
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AutoCAD SHX Text
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AutoCAD SHX Text
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23
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AutoCAD SHX Text
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AutoCAD SHX Text
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COOLIDGE
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
I
AutoCAD SHX Text
J
AutoCAD SHX Text
ST
AutoCAD SHX Text
K
AutoCAD SHX Text
L ST
AutoCAD SHX Text
CORA
AutoCAD SHX Text
LELA
AutoCAD SHX Text
ONA
AutoCAD SHX Text
FAIR PARK
AutoCAD SHX Text
JOHNSON
AutoCAD SHX Text
NITCHEL
AutoCAD SHX Text
PIERCE
AutoCAD SHX Text
CURTIS
AutoCAD SHX Text
WRIGHT
AutoCAD SHX Text
HANSON
AutoCAD SHX Text
TYLER
AutoCAD SHX Text
GRANT
AutoCAD SHX Text
LINCOLN
AutoCAD SHX Text
BUCHANAN
AutoCAD SHX Text
PIERCE
AutoCAD SHX Text
FILMORE
AutoCAD SHX Text
TAYLOR
AutoCAD SHX Text
E. POLK AVE.
AutoCAD SHX Text
JACKSON
AutoCAD SHX Text
MONROE
AutoCAD SHX Text
MADISON
AutoCAD SHX Text
JEFFERSON
AutoCAD SHX Text
ADAMS
AutoCAD SHX Text
WASHINGTON
AutoCAD SHX Text
LEE
AutoCAD SHX Text
WOODLAND
AutoCAD SHX Text
ORANGE
AutoCAD SHX Text
PAT NEFF
AutoCAD SHX Text
SUL ROSS
AutoCAD SHX Text
JIM
AutoCAD SHX Text
AUSTIN
AutoCAD SHX Text
BOWIE
AutoCAD SHX Text
CHAPARRAL
AutoCAD SHX Text
CARDINAL
AutoCAD SHX Text
AUSTIN
AutoCAD SHX Text
BOWIE
AutoCAD SHX Text
MORGAN
AutoCAD SHX Text
CITRUS TERRACE
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
MADISON
AutoCAD SHX Text
HARRISON
AutoCAD SHX Text
MONROE
AutoCAD SHX Text
LISA ANN
AutoCAD SHX Text
ADAMS
AutoCAD SHX Text
WASHINGTON
AutoCAD SHX Text
MARTHA
AutoCAD SHX Text
SUSAN
AutoCAD SHX Text
HOUSE
AutoCAD SHX Text
THERESA
AutoCAD SHX Text
AUSTIN
AutoCAD SHX Text
BOWIE
AutoCAD SHX Text
PENDLETON
AutoCAD SHX Text
CROCKETT
AutoCAD SHX Text
HOENING RD.
AutoCAD SHX Text
GAYLE
AutoCAD SHX Text
IWO JIMA S
AutoCAD SHX Text
IWO JIMA N
AutoCAD SHX Text
CEDAR
AutoCAD SHX Text
RAINTREE
AutoCAD SHX Text
PECAN
AutoCAD SHX Text
BOXWOOD
AutoCAD SHX Text
ALAMO
AutoCAD SHX Text
PAPAYA
AutoCAD SHX Text
ANAQUA
AutoCAD SHX Text
CLEANDER
AutoCAD SHX Text
CAMELLIA
AutoCAD SHX Text
HIBISCUS
AutoCAD SHX Text
EUCALYRTUS
AutoCAD SHX Text
MARINE
AutoCAD SHX Text
29 th
AutoCAD SHX Text
28 th
AutoCAD SHX Text
27 th
AutoCAD SHX Text
26 th
AutoCAD SHX Text
WILLOW
AutoCAD SHX Text
25 th ST
AutoCAD SHX Text
24 th ST
AutoCAD SHX Text
23 th ST
AutoCAD SHX Text
22 th ST
AutoCAD SHX Text
WARREN
AutoCAD SHX Text
HICKORY
AutoCAD SHX Text
PECAN
AutoCAD SHX Text
HIGH
AutoCAD SHX Text
WALNUT
AutoCAD SHX Text
VINSON AVE.
AutoCAD SHX Text
RIO HONDO RD.
AutoCAD SHX Text
HURST
AutoCAD SHX Text
FLYNN
AutoCAD SHX Text
LORI
AutoCAD SHX Text
ALCOTT
AutoCAD SHX Text
MATZ
AutoCAD SHX Text
ORANGE HEIGHTS
AutoCAD SHX Text
MARKOWSKY
AutoCAD SHX Text
PICKENS
AutoCAD SHX Text
DAVIS
AutoCAD SHX Text
MARJORY
AutoCAD SHX Text
BECK
AutoCAD SHX Text
WILLIAMSON
AutoCAD SHX Text
FLYNN
AutoCAD SHX Text
DAVIS
AutoCAD SHX Text
HURST
AutoCAD SHX Text
DAVIS
AutoCAD SHX Text
ALICE
AutoCAD SHX Text
LINDA
AutoCAD SHX Text
MATZ AVE.
AutoCAD SHX Text
FERREE
AutoCAD SHX Text
MATZ AVE.
AutoCAD SHX Text
M PETRIDGE
AutoCAD SHX Text
KELLY
AutoCAD SHX Text
C ST.
AutoCAD SHX Text
3 RD. ST.
AutoCAD SHX Text
G ST.
AutoCAD SHX Text
BREEDLOVE ST.
AutoCAD SHX Text
DRAKE
AutoCAD SHX Text
DENNIS
AutoCAD SHX Text
ROSE
AutoCAD SHX Text
SHERRY
AutoCAD SHX Text
K ST.
AutoCAD SHX Text
YALE
AutoCAD SHX Text
VELVET OAK
AutoCAD SHX Text
BRAZIL RD.
AutoCAD SHX Text
LAFAYETTE
AutoCAD SHX Text
BOWIE
AutoCAD SHX Text
AUSTIN
AutoCAD SHX Text
CORA
AutoCAD SHX Text
TEEGE
AutoCAD SHX Text
CHESTER PARK RD.
AutoCAD SHX Text
GRAHAM RD.
AutoCAD SHX Text
OSBORN RD.
AutoCAD SHX Text
TAMM LANE
AutoCAD SHX Text
ORANGE
AutoCAD SHX Text
TANGELO
AutoCAD SHX Text
CITRUS
AutoCAD SHX Text
PALM
AutoCAD SHX Text
ORANGE
AutoCAD SHX Text
RODEO RD.
AutoCAD SHX Text
WYRICK RD.
AutoCAD SHX Text
STUART PLACE RD.
AutoCAD SHX Text
RUSSEL LANE
AutoCAD SHX Text
McCULLOUGH
AutoCAD SHX Text
FLETCHER
AutoCAD SHX Text
TEEGE
AutoCAD SHX Text
PARKER
AutoCAD SHX Text
SOTTS
AutoCAD SHX Text
KROEGER
AutoCAD SHX Text
WASMON
AutoCAD SHX Text
HODES
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
WILSON RD.
AutoCAD SHX Text
WILSON RD.
AutoCAD SHX Text
ALONZO
AutoCAD SHX Text
OSCAR
AutoCAD SHX Text
CARVER RD.
AutoCAD SHX Text
STUART PLACE RD.
AutoCAD SHX Text
BURNS
AutoCAD SHX Text
FM-106
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
COMBES
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
18
AutoCAD SHX Text
1
AutoCAD SHX Text
17
AutoCAD SHX Text
2
AutoCAD SHX Text
16
AutoCAD SHX Text
3
AutoCAD SHX Text
15
AutoCAD SHX Text
4
AutoCAD SHX Text
14
AutoCAD SHX Text
5
AutoCAD SHX Text
13
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
8
AutoCAD SHX Text
11
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
64
AutoCAD SHX Text
63
AutoCAD SHX Text
62
AutoCAD SHX Text
59
AutoCAD SHX Text
58
AutoCAD SHX Text
10
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
47
AutoCAD SHX Text
48
AutoCAD SHX Text
49
AutoCAD SHX Text
57
AutoCAD SHX Text
56
AutoCAD SHX Text
51
AutoCAD SHX Text
50
AutoCAD SHX Text
29
AutoCAD SHX Text
40
AutoCAD SHX Text
41
AutoCAD SHX Text
42
AutoCAD SHX Text
43
AutoCAD SHX Text
44
AutoCAD SHX Text
45
AutoCAD SHX Text
38
AutoCAD SHX Text
21
AutoCAD SHX Text
20
AutoCAD SHX Text
37
AutoCAD SHX Text
36
AutoCAD SHX Text
35
AutoCAD SHX Text
34
AutoCAD SHX Text
33
AutoCAD SHX Text
32
AutoCAD SHX Text
31
AutoCAD SHX Text
30
AutoCAD SHX Text
22
AutoCAD SHX Text
23
AutoCAD SHX Text
24
AutoCAD SHX Text
25
AutoCAD SHX Text
26
AutoCAD SHX Text
27
AutoCAD SHX Text
28
AutoCAD SHX Text
29
AutoCAD SHX Text
19
AutoCAD SHX Text
18
AutoCAD SHX Text
17
AutoCAD SHX Text
16
AutoCAD SHX Text
15
AutoCAD SHX Text
14
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
9
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
8
AutoCAD SHX Text
6
AutoCAD SHX Text
10
AutoCAD SHX Text
5
AutoCAD SHX Text
27
AutoCAD SHX Text
31
AutoCAD SHX Text
18
AutoCAD SHX Text
10
AutoCAD SHX Text
17
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
65
AutoCAD SHX Text
66
AutoCAD SHX Text
120
AutoCAD SHX Text
26
AutoCAD SHX Text
19
AutoCAD SHX Text
28
AutoCAD SHX Text
29
AutoCAD SHX Text
54
AutoCAD SHX Text
30
AutoCAD SHX Text
53
AutoCAD SHX Text
52
AutoCAD SHX Text
55
AutoCAD SHX Text
119
AutoCAD SHX Text
3
AutoCAD SHX Text
18
AutoCAD SHX Text
23
AutoCAD SHX Text
38
AutoCAD SHX Text
43
AutoCAD SHX Text
4
AutoCAD SHX Text
17
AutoCAD SHX Text
34
AutoCAD SHX Text
37
AutoCAD SHX Text
44
AutoCAD SHX Text
5
AutoCAD SHX Text
16
AutoCAD SHX Text
25
AutoCAD SHX Text
36
AutoCAD SHX Text
45
AutoCAD SHX Text
6
AutoCAD SHX Text
15
AutoCAD SHX Text
26
AutoCAD SHX Text
35
AutoCAD SHX Text
46
AutoCAD SHX Text
7
AutoCAD SHX Text
14
AutoCAD SHX Text
27
AutoCAD SHX Text
34
AutoCAD SHX Text
47
AutoCAD SHX Text
8
AutoCAD SHX Text
13
AutoCAD SHX Text
28
AutoCAD SHX Text
33
AutoCAD SHX Text
48
AutoCAD SHX Text
9
AutoCAD SHX Text
12
AutoCAD SHX Text
29
AutoCAD SHX Text
32
AutoCAD SHX Text
49
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
30
AutoCAD SHX Text
31
AutoCAD SHX Text
50
AutoCAD SHX Text
BRIGGS COLEMAN RD.
AutoCAD SHX Text
BREEDLOVE RD.
AutoCAD SHX Text
NEW COMBES RD.
AutoCAD SHX Text
FARLEY
AutoCAD SHX Text
HAYDEN
AutoCAD SHX Text
DALTON
AutoCAD SHX Text
LA PALOMA
AutoCAD SHX Text
NARCHITA
AutoCAD SHX Text
BARCELONA
AutoCAD SHX Text
KIMBLE
AutoCAD SHX Text
GAYLE
AutoCAD SHX Text
KENNEDY
AutoCAD SHX Text
DUVAL
AutoCAD SHX Text
ACE
AutoCAD SHX Text
KILBOURN RD.
AutoCAD SHX Text
ALMA
AutoCAD SHX Text
ANGEL
AutoCAD SHX Text
ALMA
AutoCAD SHX Text
PRIMERA RD.
AutoCAD SHX Text
MILAM
AutoCAD SHX Text
BROWN
AutoCAD SHX Text
MADELEY
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
HOLLAND
AutoCAD SHX Text
YOUNG RD.
AutoCAD SHX Text
WILCOX RD.
AutoCAD SHX Text
CRAGON RD.
AutoCAD SHX Text
RIO RANCHO RD.
AutoCAD SHX Text
1
AutoCAD SHX Text
CROSSET RD.
AutoCAD SHX Text
EL CAMPO DR
AutoCAD SHX Text
EL PASO DR
AutoCAD SHX Text
EL RANCHO DR
AutoCAD SHX Text
TRACT I
AutoCAD SHX Text
97-3780-0100-0401-00
AutoCAD SHX Text
81.5'
AutoCAD SHX Text
300.0'
AutoCAD SHX Text
76.05'
AutoCAD SHX Text
188.55'
AutoCAD SHX Text
102.77'
AutoCAD SHX Text
48.88'
AutoCAD SHX Text
300.0'
AutoCAD SHX Text
81.5'
AutoCAD SHX Text
WEST R.O.W. EXPRESSWAY
AutoCAD SHX Text
MORRISON STREET
AutoCAD SHX Text
23
AutoCAD SHX Text
24
AutoCAD SHX Text
22
AutoCAD SHX Text
1
AutoCAD SHX Text
W A R E S U B D I V I S I O N
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
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6
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7
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8
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9
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10
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11
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12
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13
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14
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15
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16
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17
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18
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19
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20
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21
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22
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23
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24
AutoCAD SHX Text
1
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2
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3
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4
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5
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6
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7
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8
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9
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10
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11
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12
AutoCAD SHX Text
1
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2
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3
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4
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5
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6
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7
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8
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9
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10
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11
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12
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
19
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18
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17
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16
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15
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14
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
11
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
28
AutoCAD SHX Text
27
AutoCAD SHX Text
26
AutoCAD SHX Text
25
AutoCAD SHX Text
24
AutoCAD SHX Text
22
AutoCAD SHX Text
23
AutoCAD SHX Text
21
AutoCAD SHX Text
20
AutoCAD SHX Text
31
AutoCAD SHX Text
30
AutoCAD SHX Text
29
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32
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33
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34
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35
AutoCAD SHX Text
36
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
1
AutoCAD SHX Text
2
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3
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4
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5
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6
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7
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8
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9
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10
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11
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12
AutoCAD SHX Text
1
AutoCAD SHX Text
2
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3
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4
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5
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6
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7
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8
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9
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10
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11
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12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
38
AutoCAD SHX Text
37
AutoCAD SHX Text
36
AutoCAD SHX Text
35
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
11
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
20
AutoCAD SHX Text
31
AutoCAD SHX Text
32
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33
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34
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30
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29
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28
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27
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26
AutoCAD SHX Text
25
AutoCAD SHX Text
21
AutoCAD SHX Text
C O M B E S M O B I L E H O M E P A R K
AutoCAD SHX Text
ORANGE STREET
AutoCAD SHX Text
TANGERINE STREET
AutoCAD SHX Text
LIME STREET
AutoCAD SHX Text
WOODROW STREET
AutoCAD SHX Text
C O M B E S M O B I L E P A R K N O. 2
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
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4
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5
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6
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7
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8
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1
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2
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3
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4
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5
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6
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7
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8
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9
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10
AutoCAD SHX Text
1
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2
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3
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4
AutoCAD SHX Text
5
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1
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2
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3
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4
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5
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6
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10
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11
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12
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25
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26
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27
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28
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29
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30
AutoCAD SHX Text
S E C O N D A D D I T I O N T O C O M B E S
AutoCAD SHX Text
HOLLIDA STREET
AutoCAD SHX Text
STATON STREET
AutoCAD SHX Text
WHITE STREET
AutoCAD SHX Text
DISHMAN STREET
AutoCAD SHX Text
TAMM STREET
AutoCAD SHX Text
REEVES STREET
AutoCAD SHX Text
ANDERSON STREET
AutoCAD SHX Text
F I R S T A D D I T I O N T O C O M B E S
AutoCAD SHX Text
MORRISON STREET
AutoCAD SHX Text
16
AutoCAD SHX Text
15
AutoCAD SHX Text
14
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
11
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
17
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18
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19
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20
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21
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31
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1
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3
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4
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5
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1
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2
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3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
WOODROW STREET
AutoCAD SHX Text
REEVES STREET
AutoCAD SHX Text
WHITE STREET
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
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4
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DISHMAN STREET
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DISHMAN STREET
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DISHMAN STREET
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HOLLAND STREET
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MORRISON STREET
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HOLLIDA STREET
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STATON STREET
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WOODROW STREET
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TEMPLETON AVE.
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TEMPLETON AVE.
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MILAM AVE.
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BROWN AVE.
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BROWN AVE.
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143.2
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126'
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LESTER NIXON
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.500 ACRES
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GENE NATIONS
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.18 ACRES
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BENTON
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BROWN
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B.W. BROWN
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TOM ROTHS
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.143 ACRES
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24450.00 S.F.
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1345.4 S.F.
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10994.38 S.F.
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A. REEVES
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A. MASAEL
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E.R. SMITH
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J. TUCKER
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L.C. JUAREZ
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.20 ACERS
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.798 ACRES
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.2 ACRES
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.12 ACERS
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L.B. CRAMER
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TRACT II
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97-3780-0100-0400-00
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97-3780-0100-0452-00
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.23 ACRES
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.234 ACRES
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145.71'
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NITA STREET
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NITA SUBDIVISION
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ANDERSON SUBDIVISION
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KEYS SUBDIVISION
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J. W. RICHARDS SUBDIVISION
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HAND RD.
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183.33'
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94.04'
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82'
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89'
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183.33'
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69.96'
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28.21'
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82'
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130.06'
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39.84'
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183.33'
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183.33'
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39.84'
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130.06'
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82'
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82'
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11.18'
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11.18'
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R= 50'
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183.33'
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93.94'
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82'
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82'
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92.96'
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82'
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92.66'
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183.33'
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91.7'
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82'
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JORDAN DRIVE
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BETTY - BOB DRIVE
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HAND DRIVE
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81'
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18
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50'
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330'
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283.75'
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72'
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63.85'
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39.05'
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13'
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72'
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300'
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72'
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13'
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63.85'
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39.05'
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81'
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330'
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72'
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283.75'
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300'
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NEW COMBES
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U.S. HIGHWAY 77
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U.S. EXPRESSWAY 83
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U.S. BUSINESS HIGHWAY 83
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DR. ABRAHAM P. CANO FRESHMAN ACADEMY (SHEETS 5 THRU 8)
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TYLER
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S. 77 SUNSHINE STRIP
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LOZANO
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77
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HARLINGEN HIGH SCHOOL (SHEETS 2 AND 3)
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STEM PREPARATORY ACADEMY (SHEET 4)
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2
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BOGGUS STADIUM (SHEET 9)
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SCALE: 1"= 2000'
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MV Jr.
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FEB., 2019
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DRAWN:
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DATE:
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DRAWING
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OF
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15
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NO.
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1
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J.G.R. Jr.
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NO.
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COPYRIGHT 2019 SWG ENGINEERING, LLC
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SIGLER, WINSTON, GREENWOOD
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AND ASSOCIATES
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WESLACO, TEXAS
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TEXAS FIRM REGISTRATION NO. F-592
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SWG ENGINEERING, LLC
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18-104-1
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REV.
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DATE
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DESCRIPTION
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BY
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HARLINGEN, TEXAS
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HARLINGEN CONSOLIDATED INDEPENDENT SCHOOL DISTRICT
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LOCATION MAP & SHEET INDEX
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JOSE G. REYES, JR.
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93827
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2/5/2019
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SINCE 1945
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2018-HARLINGEN C.I.S.D. CIVIL SITE IMPROVEMENTS AT HARLINGEN HIGH SCHOOL, DR. ABRAHAM P. CANO FRESHMAN ACADEMY, STEM PREPARATORY ACADEMY AND BOGGUS STADIUM
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2/7/2019 12:58 PM
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\\server\SWG\drafting\MANUEL\18-104-HISD\1-LOCATION MAP
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COVER SHEET
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LOCATION MAP & SHEET INDEX
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EXISTING SITE PLAN FOR HARLINGEN HIGH SCHOOL
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PROPOSED SITE PLAN FOR HARLINGEN HIGH SCHOOL
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PROPOSED PAVING AND SIDEWALK IMPROVEMENTS
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EXISTING AND PROPOSED SITE PLANS FOR STEM PREPARATORY ACADEMY
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PROPOSED SIDEWALK IMPROVEMENTS
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EXISTING SITE PLAN FOR DR. ABRAHAM P. CANO FRESHMAN ACADEMY
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PROPOSED SITE PLAN FOR DR. ABRAHAM P. CANO FRESHMAN ACADEMY
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PROPOSED PAVING AND PARKING LOT IMPROVEMENTS
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EXISTING AND PROPOSED SITE PLANS FOR BOGGUS STADIUM
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PROPOSED SANITARY SEWER IMPROVEMENTS
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CONSTRUCTION DETAILS
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BARRICADE AND CONSTRUCTION STANDARDS
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TRAFFIC CONTROL PLAN
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BARRICADE AND CONSTRUCTION CHANNELIZING DEVICES STANDARDS
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TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL
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MEASURES (FENCE AND BALED HAY)
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GENERAL NOTES AND SPECIFICATIONS
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5-6.
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7-8.
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SHEET INDEX
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LOCATION MAP
Page 3: SWG - Holchemont · swg. baker potts rd. 33. 30. 15. 32. 31. 32. 1. 2. beckham rd. 3. 11. 10. 14. 12. 34. 4. 5. 125. 1. 2. 1. 3. 4. 5. 35. 9. 2. 14. 13. 12. 7. 10. 11. 6. 8. 36. druary

SWG

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F.L. 36.91
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15" Culvert
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Conc. Base Power Line
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Conc. Base Power Line
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Conc. Base Power Line
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Conc. Base Sign
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E x i s t. F e n c e L i n e
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E x i s t. F e n c e L i n e
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E x i s t. F e n c e L i n e
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E x i s t. F e n c e L i n e
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E x i s t. F e n c e L i n e
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R o w E x i s t. 3' H i g h P o s t
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R o w E x i s t. 3' H i g h P o s t
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R o w E x i s t. 3' H i g h P o s t
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Exist. Valley Gutter
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H.C. Ramp
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Conc. Apron
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0+00
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1+00
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2+00
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3+00
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4+00
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5+00
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6+00
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OHP
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OHP
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OHP
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OHP
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OHP
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OHP
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OHP
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OHP
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OHP
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O v e r h e a d P o w e r L i n e
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OHP
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OHP
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OHP
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OHP
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OHP
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7th STREET (60' R.O.W.)
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Exist. Swing Gate
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Exist. Swing Gate
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Exist.
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Exist.
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Exist.
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Exist.
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Exist.
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Exist.
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Grated Inlet Top El. 37.20 F.L. 34.30
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LP
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F.L. 36.94
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15" Culvert
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F.L. 36.36
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Safety End Treatment F.L. 36.17
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18" Culvert
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Safety End Treatment F.L. 36.08
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E x i s t. F e n c e L i n e
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E x i s t. F e n c e L i n e
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R o w E x i s t. 3' H i g h P o s t
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R o w E x i s t. 3' H i g h P o s t
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R o w E x i s t. 3' H i g h P o s t
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Exist. Valley Gutter
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7+00
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8+00
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9+00
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8+77.97 =0+00
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1+00
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OHP
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OHP
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OHP
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OHP
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OHP
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OHP
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OHP
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OHP
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O v e r h e a d P o w e r L i n e
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E x i s t. F e n c e L i n e
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OHGW
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Conc. Base Power Line
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IV
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IV
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FH
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WV
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WM'S
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E x i s t. T e n n i s C o u r t s
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OHP
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10+00
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11+00
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12+00
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Walk In Gate
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Exist.
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Exist.
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Exist.
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Exist.
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Not a Student
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Drop-Off
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Coaches Parking
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Only Sign
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Exist.
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E x i s t. P a v e d P a r k i n g
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IV
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IV
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B l d g.
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OHP
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OHP
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12+00
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13+00
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14+00
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E x i s t. C o n c. D r i v e
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E x i s t. P a v e d P a r k i n g
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NO.
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DRAWING
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DATE:
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DESCRIPTION
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DATE
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REV.
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MV Jr.
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FEB., 2019
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JGR, Jr.
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2
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15
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SIGLER, WINSTON, GREENWOOD
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AND ASSOCIATES
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SWG ENGINEERING, LLC
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WESLACO, TEXAS
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TEXAS FIRM REGISTRATION NO. F-592
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\\server\SWG\drafting\MANUEL\18-104-HISD\2-11-SCHOOL TOPOG
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2/12/2019 2:59 PM
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COPYRIGHT 2019 SIGLER, WINSTON, GREENWOOD AND ASSOCIATES
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SINCE 1945
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HARLINGEN CONSOLIDATED INDEPENDENT SCHOOL DISTRICT
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HARLINGEN, TEXAS
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18-104-2
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EXISTING SITE PLAN FOR HARLINGEN HIGH SCHOOL
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JOSE G. REYES, JR.
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93827
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2/5/2019
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MATCH LINE STA. 6+25
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MATCH LINE STA. 6+25
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%%ULEGEND
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Right-of-Way Line.........
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Found 1/2" Rebar...................
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Set 1/2" Rebar...........................
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Set C.P.S.....................................
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Set Nail........................................
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Fence Line.....................
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Power Pole..............................P.P.
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Cable Box................................C.B.
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Man Hole.................................M.H.
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Vent Pipe.................................V.P.
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Irrigation Valve.........................I.V.
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Water Meter.............................W.M.
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Meter Pole................................M.P.
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Road Side Ditch......................R.S.D.
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Electrical Box..........................E.B.
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Water Valve.............................W.V.
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Fire Hydrant............................F.H.
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Light Pole................................L.P.
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Telephone Box.........................T.B.
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Cable Line......................
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Telephone Cable Line....
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Drive.........................................DR.
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Over Head Powerline.....
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OHP
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Tree..........................................
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Water Line......................
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Sewer Line.....................
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Gas Line.........................
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GAS
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GAS
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Gas Meter................................G.M.
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OHP
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UTILITIES NOTE: Existing above ground utilities and topography have been plotted by direct field information. Underground utilities have been plotted from various sources and locators. Contractor will be required to establish their exact location, depth, and size. The contractor is also respon -sible for the replacement or repair of all cut or broken water lines, irrigation lines, force mains, sprinkler systems, gas lines, electrical lines, cables, etc.
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Over Head Guy Wire......
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OHGW
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TBM Found " Rebar 12" Rebar El. 39.58
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SCALE 1"=20'
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BASIS OF BEARING AS PER THE TEXAS COORDINATE SYSTEM NAD 83 TEXAS STATE PLANE SOUTH ZONE U.S.
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BM SQUARE CUT TOP CONC. BASE LIGHT POLE El. 39.54
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ADDRESS: 1201 MARSHALL AVENUE
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HARLINGEN HIGH SCHOOL SUBDIVISION NO. 2
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MATCH LINE STA. 12+00
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MATCH LINE STA. 12+00
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Exist. 5' Sidewalk
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Exist. Sidewalk
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(SEE BELOW LEFT)
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(SEE ABOVE RIGHT)
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(SEE ABOVE RIGHT)
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(SEE BELOW LEFT)
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Exist. Grated Inlet
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Exist. Headwall
Page 4: SWG - Holchemont · swg. baker potts rd. 33. 30. 15. 32. 31. 32. 1. 2. beckham rd. 3. 11. 10. 14. 12. 34. 4. 5. 125. 1. 2. 1. 3. 4. 5. 35. 9. 2. 14. 13. 12. 7. 10. 11. 6. 8. 36. druary

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F.L. 36.94
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15" Culvert
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F.L. 36.36
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Safety End Treatment F.L. 36.17
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18" Culvert
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Safety End Treatment F.L. 36.08
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E x i s t. F e n c e L i n e
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E x i s t. F e n c e L i n e
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R o w E x i s t. 3' H i g h P o s t
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R o w E x i s t. 3' H i g h P o s t
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R o w E x i s t. 3' H i g h P o s t
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Exist. Valley Gutter
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7+00
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8+00
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9+00
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8+77.97 =0+00
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1+00
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OHP
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OHP
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OHP
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O v e r h e a d P o w e r L i n e
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E x i s t. F e n c e L i n e
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OHGW
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Conc. Base Power Line
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IV
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FH
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WV
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WM'S
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E x i s t. T e n n i s C o u r t s
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OHP
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10+00
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11+00
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12+00
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Walk In Gate
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Exist.
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Exist.
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Exist.
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Exist.
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Not a Student
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Drop-Off
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Coaches Parking
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Only Sign
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Exist.
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E x i s t. P a v e d P a r k i n g
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PP
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IP
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GW'S
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F.L. 36.91
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15" Culvert
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Conc. Base Power Line
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Conc. Base Power Line
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Conc. Base Power Line
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Conc. Base Power Line
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Conc. Base Power Line
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Conc. Base Sign
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E x i s t. F e n c e L i n e
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E x i s t. F e n c e L i n e
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E x i s t. F e n c e L i n e
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E x i s t. F e n c e L i n e
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E x i s t. F e n c e L i n e
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R o w E x i s t. 3' H i g h P o s t
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R o w E x i s t. 3' H i g h P o s t
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R o w E x i s t. 3' H i g h P o s t
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Exist. Valley Gutter
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H.C. Ramp
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Conc. Apron
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0+00
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1+00
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2+00
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3+00
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4+00
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5+00
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6+00
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OHP
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OHP
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OHP
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OHP
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OHP
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O v e r h e a d P o w e r L i n e
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OHP
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OHP
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OHP
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OHP
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OHP
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7th STREET (60' R.O.W.)
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Exist. Swing Gate
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Exist. Swing Gate
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Exist.
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Exist.
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Exist.
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Exist.
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Exist.
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Exist.
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Grated Inlet Top El. 37.20 F.L. 34.30
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IV
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IV
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B l d g.
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OHP
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OHP
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OHP
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OHP
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OHP
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12+00
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13+00
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14+00
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E x i s t. C o n c. D r i v e
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E x i s t. P a v e d P a r k i n g
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NO.
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DRAWING
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OF
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NO.
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DATE:
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CHECKED:
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DRAWN:
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BY
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DESCRIPTION
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DATE
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REV.
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MV Jr.
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FEB., 2019
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JGR, Jr.
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3
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15
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SIGLER, WINSTON, GREENWOOD
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AND ASSOCIATES
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SWG ENGINEERING, LLC
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WESLACO, TEXAS
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TEXAS FIRM REGISTRATION NO. F-592
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\\server\SWG\drafting\MANUEL\18-104-HISD\2-11-SCHOOL TOPOG
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2/13/2019 10:25 AM
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SINCE 1945
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SCALE 1"=20'
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HARLINGEN CONSOLIDATED INDEPENDENT SCHOOL DISTRICT
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HARLINGEN, TEXAS
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18-104-3
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MATCH LINE STA. 6+25
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MATCH LINE STA. 6+25
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STA. 9+07.76 P.T. T.C. 40.03
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PROP. SAFETY END TREATMENT F.L. 36.34
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STA. 8+41.92 P.C. T.C. 40.27
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PROP. SAFETY END TREATMENT F.L. 36.30
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PROP. 24' B-B CURB AND GUTTER
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PROP. 4' WIDE CONCRETE SIDEWALK
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PROP. 4' WIDE CONCRETE SIDEWALK
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PROP. 4' WIDE CONCRETE SIDEWALK
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MATCH EXIST. TOP OF SIDEWALK
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REMOVE AND RELOCATE EXIST. WOODEN POSTS w/WIRE, CHAIN LINK FENCE AND REMOVE EXIST. CONCRETE FOOTINGS
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34'
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NEW LOCATION OF WOODEN POSTS w/WIRE AND CHAIN LINK FENCE
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REGRADE EXIST. SWALE
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MATCH EXIST. FLOWLINE
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PROP. 18"x38 L.F. R.C.P.
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STA. 1+10.79 P.C. T.C. 38.85
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STA. 0+35.88 P.T. T.C. 39.85
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PROP. HANDICAP RAMP "A"
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EXIST. HANDICAP RAMP
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%%UESTIMATED SHEET QUANTITIES
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2" H.M.A.C PAVEMENT ...............................................................................................320 S.Y. PRIME COAT (MC-30) (0.2 GAL/S.Y.) ......................................................................64 GAL. 8" COMPACTED CALICHE BASE .................................................................................370 S.Y. 10" COMPACTED SUBGRADE........................................................................................370 S.Y TENSAR TRIAX TX 140 GEOGRID.................................................................................370 S.Y. COMPACTED FILL ........................................................................................................260 S.Y. CUT EXISTING GRADE .................................................................................................75 S.Y. 24" CONCRETE CURB & GUTTER w/FIBEROUS REINFORCEMENT ...................................................286 L.F. 2 FT. WIDE REINFORCED VALLEY GUTTER w/FIBEROUS REINFORCEMENT ......................................10 S.Y. 5 FT. WIDE REINFORCED VALLEY GUTTER w/FIBEROUS REINFORCEMENT........................................13 S.Y. ADA HANDICAP RAMP ................................................................................................3 EA. 18" R.C.P. ...................................................................................................................38 L.F. 15" R.C.P.(COMPLETE WITH HEADWALL AND CONCRETE COLLAR) ............................4 L.F. SAFETY END TREATMENTS .........................................................................................2 EA. REGRADE EXISTING SWALE .........................................................................................1 L.S. 4 FT. WIDE REINFORCED CONCRETE SIDEWALK .........................................................652 S.Y. 6" WIDE CONCRETE RETAINING WALL (COMPLETE WITH HANDRAILS) .......................1 L.S. DRAINAGE CHANNEL AND REGRADING (COMPLETE) ..................................................1 L.S. REMOVE EXISTING CURB AND GUTTER ......................................................................40 L.F. REMOVE AND RELOCATE EXISTING WOODEN POSTS WITH WIRE.................................1 L.S REMOVE AND REPLACE CHAIN LINK FENCE ..............................................................1 L.S.. REMOVE AND REPLACE EXISTING CONCRETE HEADWALL ..........................................1 L.S. SITE GRADING .............................................................................................................1 L.S. EROSION AND SEDIMENT CONTROL PLAN ..................................................................1 L.S. THERMOPLASTIC DIRECTIONAL ARROW.........................................................................2 EA. DO NOT ENTER SIGN....................................................................................................1 EA. STOP SIGN....................................................................................................................1 EA. 24" WIDE SIDEWALK DRAIN..........................................................................................1 EA.
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MATCH EXIST. TOP OF SIDEWALK
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REMOVE EXIST. CONCRETE HEADWALL AND INSTALL 4 L.F. 15" PIPE WITH NEW CONC. HEADWALL AND CONCRETE COLLAR (FIELD VERIFY PIPE SIZE AND DEPTH)
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NOTE: FOR HANDICAP RAMP DETAILS SEE SHEET 10 OF 15
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Flow
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Flow
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PROPOSED ASPHALT PROPOSED SIDEWALK PROPOSED VALLEY GUTTER
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%%U LEGEND
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%%USECTION A-A
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%%USECTION B-B
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%%USECTION C-C
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X
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X
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X
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X
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X
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PROP. 4'-0"
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Exist. Guard Rail Post
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Exist. Chain Link Fence
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Exist. 15" R.C.P.
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Exist. Grade
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Exist. Grated Inlet Top El. 37.20 F.L. 34.30
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F.L. 36.89
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Exist. Concrete Headwall To Be Removed
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PROP. 4" CONCRETE HEADWALL REINFORCE WITH 4x4x WELDED 44 WELDED WIRE MESH
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PROP. 15" R.C.P. 4' LONG
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PROP. CONCRETE COLLAR SEE DETAIL SHEET 10
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PROP. FILL
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PROP. CUT
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Exist. Guard Rail Post
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Exist. Chain Link Fence
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Exist. Grade
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PROP. FILL
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PROP. CUT
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Exist. Pavement
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Exist. Pavement
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Exist. Guard Rail Post
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Exist. Chain Link Fence
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Exist. 15" R.C.P.
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F.L. 36.36
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A
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A
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B
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B
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C
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C
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Exist. Grade
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EL. 39.50
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EL. 39.00
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EL. 37.00
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REGRADE TO PROP. SAFETY END TREATMENT
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REGRADE TO DRAIN TO PROP. SAFETY END TREAMENT
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PROP. SIDEWALK DRAIN SEE DETAIL SHEET NO. 10
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%%USECTION D-D
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Exist. Grade
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PROP. CUT
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PROP. FILL
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PROP. 4'-0"
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D
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D
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PROP. 24'-0" B-B CURB AND GUTTER
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2'-0"
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SIDEWALK
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6:1
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6:1
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2'-0"
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VARIES
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VARIES
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EL. 37.00
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6:1
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6:1
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T.C. 39.55
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BENCH
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BENCH
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Exist. Headwall
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PROP. 6" DEEP RIVER ROCK (2"-4" ROUND STONE) (L=8'xW=5')
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COMPACTED FILL
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COMPACTED FILL
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MIN.
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Exist. Guard Rail Post (TO BE REMOVED)
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1.24%
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0.52%
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REMOVE AND REPLACE 8 L.F. CURB AND GUTTER
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Exist. Conc. Footing
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Exist. Conc. Footing
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Exist. Conc. Footing
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Exist. Conc. Footing
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Exist. Conc. Footing
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Exist. Conc. Footing
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X
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X
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REPLACED CHAIN LINK FENCE
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RELOCATED GUARD RAIL POST
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PROP. CONC. FOOTING
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X
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X
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Exist. Chain Link Fence
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Exist. Guard Rail Post
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Exist. Conc. Footing
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T.C. 38.62
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MATCH EXIST. ELEV.
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27'
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BASIS OF BEARING AS PER THE TEXAS COORDINATE SYSTEM NAD 83 TEXAS STATE PLANE SOUTH ZONE U.S.
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X
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E
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G
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N
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S
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R
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P
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S
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E
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F
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O
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E
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L
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N
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O
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I
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A
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T
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E
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T
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A
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T
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S
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O
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F
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R
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E
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E
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N
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I
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S
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A
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JOSE G. REYES, JR.
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93827
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2/5/2019
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TBM Found " Rebar 12" Rebar El. 39.58
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BM SQUARE CUT TOP CONC. BASE LIGHT POLE El. 39.54
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PROPOSED SITE PLAN FOR HARLINGEN HIGH SCHOOL PAVING AND SIDEWALK IMPROVEMENTS
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ADDRESS: 1201 MARSHALL AVENUE
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HARLINGEN HIGH SCHOOL SUBDIVISION NO. 2
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MATCH LINE STA. 12+00
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MATCH LINE STA. 12+00
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PROP. HANDICAP RAMP "C"
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PROP. HANDICAP RAMP "C"
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Exist. Sidewalk
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MATCH EXIST. TOP OF SIDEWALK
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Exist. Sidewalk
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Exist. Grated Inlet
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Exist. Swale
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Exist. Swale
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Exist. Headwall
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Exist. Swale
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MATCH EXIST. TOP OF SIDEWALK
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PROP. 4' SIDEWALK
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PROP. 6" WIDE RETAINING WALL (REINFORCE WITH NO. 4 REBARS AT 12" CENTERS)
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Exist. Grated Inlet
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Exist.
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Exist. Paved Drive
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%%URETAINING WALL AT INLET DETAIL
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NTS
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Exist. Grated Inlet
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Exist. Grade
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SEE RETAINING WALL AT INLET DETAIL THIS SHEET
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PROP. DO NOT ENTER SIGN
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PROP. CONC. FOOTING
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Exist. Conc. Footing
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(SEE BELOW LEFT)
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(SEE ABOVE RIGHT)
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(SEE BELOW LEFT)
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(SEE ABOVE RIGHT)
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SIDEWALK
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R27'
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T.C. 38.61
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PROP. THERMOPLASTIC DIRECTIONAL
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SIDEWALK
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SIDEWALK
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Exist. Grated Inlet
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Exist. Grade
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4'-0"
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6'-0"
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Exist. 5'
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Sidewalk
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Exist. Grade
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12"
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1'-7"±
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PROP. 4' CONC. SIDEWALK
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Exist. 5' Concrete Sidewalk
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5'
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MIN.
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4'-0"
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6'-0"
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PROP. 6" WIDE RETAINING WALL
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PROP. 4' SIDEWALK
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PROP. ADA RAILING SEE DETAIL SHT. 10
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Sidewalk
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PROP. ADA RAILING SEE DETAIL SHT. 10
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NOTE: ALL SOD REMOVED OR DAMAGED SHALL BE REPLACED WITH SAME.
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SCALE 1"=20'
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BASIS OF BEARING AS PER THE TEXAS COORDINATE SYSTEM NAD 83 TEXAS STATE PLANE SOUTH ZONE U.S.
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NTS
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NTS
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NTS
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NTS
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COMPACTION REQUIRED
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COMPACTION
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REQUIRED
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PROP. ADA STRIPING
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4' S/W
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4' S/W
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6"
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6"
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5'-0"
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5'-0"
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5'-0"
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%%U5'x5' LANDING DETAIL
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5'-0"
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STA. 2+36.50, STA. 4+42.75, & STA. 6+49.25
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PROP. 5'x5' LANDING
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PER DETAIL THIS SHEET
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PROP. 5'x5' LANDING
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PER DETAIL THIS SHEET
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PROP. 5'x5' LANDING
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PER DETAIL THIS SHEET
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NTS
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(STA. 2+36.50)
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(STA. 4+42.75)
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(STA. 6+49.25)
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ARROW (PER MUTCD STANDARDS)
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PROP. 4' WIDE CONCRETE SIDEWALK
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QUANTITIES ARE ONLY ESTIMATES CONTRACTOR TO VERIFY.
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NOTE:
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UTILITIES NOTE: Existing above ground utilities and topography have been plotted by direct field information. Underground utilities have been plotted from various sources and locators. Contractor will be required to establish their exact location, depth, and size. The contractor is also respon -sible for the replacement or repair of all cut or broken water lines, irrigation lines, force mains, sprinkler systems, gas lines, electrical lines, cables, etc.
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R10'
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EXIST. GUY POLE AND OVERHEAD GUY WIRE TO BE REMOVED AND RELOCATED BY OTHERS
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STA. 0+30.61 P.T. T.C. 39.87
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PROP. STOP SIGN
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PROP. ADA STRIPING
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PROP. 4' WIDE CONCRETE SIDEWALK
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PROP. 4' WIDE CONCRETE SIDEWALK
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MATCH EXIST. TOP OF CURB
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STA. 1+10.86 P.C. T.C. 38.85
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REMOVE AND REPLACE 7 L.F. CURB AND GUTTER
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REMOVE EXIST. CURB AND GUTTER
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MATCH EXIST. TOP OF CURBS
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EL. 38.08
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PROP. THERMOPLASTIC DIRECTIONAL
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ARROW (PER MUTCD STANDARDS)
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STA. 8+77.97 P.I. =STA. 0+00
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SAW-CUT
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PROP. 4' WIDE CONCRETE SIDEWALK
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PROP. 24" SIDEWALK DRAIN
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PROP. 5' VALLEY GUTTER
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SAWCUT
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PROP. 2' VALLEY GUTTER
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1.33%
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0.58%
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1.33%
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ADDENDUM #1
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DATE
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REV.
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HARLINGEN CONSOLIDATED INDEPENDENT SCHOOL DISTRICT
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HARLINGEN, TEXAS
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MV Jr.
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FEB., 2019
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JGR,Jr.
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18-104-4
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4
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15
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SIGLER, WINSTON, GREENWOOD
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AND ASSOCIATES
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SWG ENGINEERING, LLC
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WESLACO, TEXAS
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TEXAS FIRM REGISTRATION NO. F-592
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\\server\SWG\drafting\MANUEL\18-104-HISD\2-11-SCHOOL TOPOG
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EXISTING AND PROPOSED SITE PLANS
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2/12/2019 2:59 PM
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COPYRIGHT 2019 SIGLER, WINSTON, GREENWOOD AND ASSOCIATES
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SINCE 1945
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SCALE 1"=20'
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PROPOSED SIDEWALK IMPROVEMENTS
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PROP. 5' WIDE CONCRETE SIDEWALK
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MATCH EXIST. SIDEWALK (SEE DETAIL SHEET NO. 10)
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MATCH EXIST. FLOWLINE GUTTER
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PROP. HANDICAP RAMP "C"
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EXISTING SITE PLAN
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PROPOSED SITE PLAN
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L E. WASHINGTON AVE. (80' R.O.W.)
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Ex. Paved Alley
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Ex. Paved Drive
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R.O.W./Property Line
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R.O.W./Property Line
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2'
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2
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UTILITIES NOTE: Existing above ground utilities and topography have been plotted by direct field information. Underground utilities have been plotted from various sources and locators. Contractor will be required to establish their exact location, depth, and size. The contractor is also respon -sible for the replacement or repair of all cut or broken water lines, irrigation lines, force mains, sprinkler systems, gas lines, electrical lines, cables, etc.
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MATCH EXIST. PAVEMENT
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SCALE 1"=20'
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%%UESTIMATED SHEET QUANTITIES
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5 FT. WIDE REINFORCED CONCRETE SIDEWALK...............162 S.Y. ADA HANDICAP RAMPS.....................................................1 EA. SITE PREPARATION............................................................1 L.S. EROSION AND SEDIMENT CONTROL PLAN.........................1 L.F. TRAFFIC CONTROL PLAN...................................................1 L.S.
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C
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40'
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L E. WASHINGTON AVE. (80' R.O.W.)
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C
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40'
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Ex. Paved Alley
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Ex. Paved Drive
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Exist. Conc. Base For School Monument
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Exist. Conc. Base For School Monument
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Ex. Sidewalk
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Ex. Sidewalk
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NOTE: FOR HANDICAP RAMP DETAILS SEE SHEET NO. 10 OF 15
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PROPOSED SIDEWALK
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%%U LEGEND
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DOWEL INTO EXIST. SIDEWALK WITH EXPANSION JOINTS (TYP. BOTH SIDES)
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TBM Found " Rebar 12" Rebar El. 36.97
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BASIS OF BEARING AS PER THE TEXAS COORDINATE SYSTEM NAD 83 TEXAS STATE PLANE SOUTH ZONE U.S.
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BASIS OF BEARING AS PER THE TEXAS COORDINATE SYSTEM NAD 83 TEXAS STATE PLANE SOUTH ZONE U.S.
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93827
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2/5/2019
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TBM Found " Rebar 12" Rebar El. 37.13
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TBM Found " Rebar 12" Rebar El. 36.97
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TBM Found " Rebar 12" Rebar El. 37.13
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ADDRESS: 1920 E. WASHINGTON AVENUE
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HARLINGEN LAND & WATER CO. SUBDIVISION, BLK. 64
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FOR STEM PREPARATORY ACADEMY
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NOTE: ALL SOD REMOVED OR DAMAGED SHALL BE REPLACED WITH SAME.
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R.O.W.
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R.O.W.
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R.O.W.
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R.O.W.
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QUANTITIES ARE ONLY ESTIMATES CONTRACTOR TO VERIFY.
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NOTE:
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24'
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16'
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24'
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16'
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%%ULEGEND
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Right-of-Way Line.........
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Found 1/2" Rebar...................
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Set 1/2" Rebar...........................
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Set C.P.S.....................................
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Set Nail........................................
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Fence Line.....................
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Power Pole..............................P.P.
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X
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X
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Cable Box................................C.B.
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Man Hole.................................M.H.
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Vent Pipe.................................V.P.
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Irrigation Valve.........................I.V.
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Water Meter.............................W.M.
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Meter Pole................................M.P.
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Road Side Ditch......................R.S.D.
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Electrical Box..........................E.B.
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Water Valve.............................W.V.
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Fire Hydrant............................F.H.
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Light Pole................................L.P.
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Telephone Box.........................T.B.
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Cable Line......................
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C
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Telephone Cable Line....
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Drive.........................................DR.
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Over Head Powerline.....
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OHP
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Tree..........................................
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C
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Water Line......................
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Sewer Line.....................
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Gas Line.........................
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GAS
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GAS
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Gas Meter................................G.M.
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OHP
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Over Head Guy Wire......
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OHGW
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ADDENDUM #1
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Exist. 36" Corrugated Pipe
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Exist. 36" Corrugated Pipe
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San. Sew. Manhole
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San. Sew. Manhole
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Exist. Detention Pond
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L LOZANO ST. (60' R.O.W.)
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NO.
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DRAWING
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DATE
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REV.
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HARLINGEN CONSOLIDATED INDEPENDENT SCHOOL DISTRICT
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HARLINGEN, TEXAS
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MV Jr.
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FEB., 2019
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JGR,Jr.
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18-104-5
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5
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15
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SIGLER, WINSTON, GREENWOOD
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AND ASSOCIATES
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SWG ENGINEERING, LLC
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WESLACO, TEXAS
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TEXAS FIRM REGISTRATION NO. F-592
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\\server\SWG\drafting\MANUEL\18-104-HISD\2-11-SCHOOL TOPOG
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EXISTING SITE PLAN FOR DR. ABRAHAM P. CANO FRESHMAN ACADEMY
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2/12/2019 2:59 PM
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COPYRIGHT 2019 SIGLER, WINSTON, GREENWOOD AND ASSOCIATES
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SINCE 1945
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M A T C H L I N E A - A S E E S H E E T N O. 66
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B.M. TOP OF NORTH BOLT EXIST. FIRE HYDRANT EL. 42.27
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JOSE G. REYES, JR.
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93827
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2/5/2019
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ADDRESS: 1701 LOZANO STREET
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HCISD NINTH GRADE ACADEMY SUBDIVISION
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55' R.O.W.
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Exist. Backflow Preventer
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SCALE 1"=20'
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BASIS OF BEARING AS PER THE TEXAS COORDINATE SYSTEM NAD 83 TEXAS STATE PLANE SOUTH ZONE U.S.
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UTILITIES NOTE: Existing above ground utilities and topography have been plotted by direct field information. Underground utilities have been plotted from various sources and locators. Contractor will be required to establish their exact location, depth, and size. The contractor is also respon -sible for the replacement or repair of all cut or broken water lines, irrigation lines, force mains, sprinkler systems, gas lines, electrical lines, cables, etc.
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Back to Back
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Back to Back
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Back to Back
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Exist. Storm Inlet
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R.O.W.
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R.O.W.
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%%ULEGEND
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Right-of-Way Line.........
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Found 1/2" Rebar...................
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Set 1/2" Rebar...........................
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Set C.P.S.....................................
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Set Nail........................................
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Fence Line.....................
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Power Pole..............................P.P.
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X
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Cable Box................................C.B.
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Man Hole.................................M.H.
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Vent Pipe.................................V.P.
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Irrigation Valve.........................I.V.
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Water Meter.............................W.M.
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Meter Pole................................M.P.
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Road Side Ditch......................R.S.D.
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Electrical Box..........................E.B.
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Water Valve.............................W.V.
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Fire Hydrant............................F.H.
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Light Pole................................L.P.
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Telephone Box.........................T.B.
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Cable Line......................
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C
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Telephone Cable Line....
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T
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Drive.........................................DR.
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Over Head Powerline.....
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OHP
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Tree..........................................
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C
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Water Line......................
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Sewer Line.....................
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Gas Line.........................
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GAS
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GAS
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Gas Meter................................G.M.
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OHP
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Over Head Guy Wire......
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OHGW
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School Bus Sign
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Exist. Detention Pond
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L LOZANO ST. (60' R.O.W.)
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Exist. Conc. Spillway
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NO.
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DATE:
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BY
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DATE
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REV.
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HARLINGEN CONSOLIDATED INDEPENDENT SCHOOL DISTRICT
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HARLINGEN, TEXAS
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MV Jr.
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FEB., 2019
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JGR,Jr.
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18-104-6
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6
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15
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SIGLER, WINSTON, GREENWOOD
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AND ASSOCIATES
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SWG ENGINEERING, LLC
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WESLACO, TEXAS
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TEXAS FIRM REGISTRATION NO. F-592
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\\server\SWG\drafting\MANUEL\18-104-HISD\2-11-SCHOOL TOPOG
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EXISTING SITE PLAN FOR DR. ABRAHAM P. CANO FRESHMAN ACADEMY
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2/12/2019 2:59 PM
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COPYRIGHT 2019 SIGLER, WINSTON, GREENWOOD AND ASSOCIATES
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SINCE 1945
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SCALE 1"=20'
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BASIS OF BEARING AS PER THE TEXAS COORDINATE SYSTEM NAD 83 TEXAS STATE PLANE SOUTH ZONE U.S.
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JOSE G. REYES, JR.
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93827
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2/5/2019
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ADDRESS: 1701 LOZANO STREET
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HCISD NINTH GRADE ACADEMY SUBDIVISION
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E x i s t. C o n c. D r i v e
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E x i s t. P a v e d D r i v e
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Exist. Conc. Headwall
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M A T C H L I N E A - A S E E S H E E T N O. 55
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UTILITIES NOTE: Existing above ground utilities and topography have been plotted by direct field information. Underground utilities have been plotted from various sources and locators. Contractor will be required to establish their exact location, depth, and size. The contractor is also respon -sible for the replacement or repair of all cut or broken water lines, irrigation lines, force mains, sprinkler systems, gas lines, electrical lines, cables, etc.
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Back to Back
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Back to Back
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Exist. Conc. Drive
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Exist. Conc. Drive
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R.O.W.
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%%ULEGEND
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Right-of-Way Line.........
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Found 1/2" Rebar...................
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Set 1/2" Rebar...........................
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Set C.P.S.....................................
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Set Nail........................................
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Fence Line.....................
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Power Pole..............................P.P.
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Cable Box................................C.B.
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Man Hole.................................M.H.
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Vent Pipe.................................V.P.
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Irrigation Valve.........................I.V.
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Water Meter.............................W.M.
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Meter Pole................................M.P.
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Road Side Ditch......................R.S.D.
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Electrical Box..........................E.B.
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Water Valve.............................W.V.
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Fire Hydrant............................F.H.
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Light Pole................................L.P.
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Telephone Box.........................T.B.
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Cable Line......................
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C
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Telephone Cable Line....
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Drive.........................................DR.
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Over Head Powerline.....
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OHP
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Tree..........................................
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Water Line......................
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Sewer Line.....................
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Gas Line.........................
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GAS
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GAS
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Gas Meter................................G.M.
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OHP
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Over Head Guy Wire......
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OHGW
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WV'S
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PP
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INLET
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Exist. 30" Corrugated Pipe
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Exist. 36" Corrugated Pipe
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Exist. 36" Corrugated Pipe
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PROP. 25' B-B CURB AND GUTTER
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SCALE 1"=20'
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9 SPACES AT 9'-0"=82'
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0+00
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REINSTALL STUDENT DROP OFF SIGN
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REMOVE 90 L.F. EXIST. CONC. SIDEWALK
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T.C. 39.30
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EXIST. IRRIGATION VALVE TO BE ADJUSTED TO FINISHED GRADE
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RELOCATE EXIST. STUDENT DROP SIGN
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Exist. Light Pole w/Conc. Base
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EXIST. ELECTRICAL BOX TO BE ADJUSTED TO FINISHED GRADE
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San. Sew. Manhole
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San. Sew. Manhole
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Exist. Detention Pond
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R=25'
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R=25'
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1+00
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2+00
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MATCH EXIST. TOP OF CURB (SAW-CUT)
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STA. 0+45.60 P.T. T.C. 37.94
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STA. 0+45.60 P.T. T.C. 37.94
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PROP. HANDICAP RAMP "D"
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SAW-CUT AND REMOVE 80 L.F. EXIST. CONC. CURB AND GUTTER
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MATCH EXIST. TOP OF CURB
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MATCH EXIST. TOP OF CURB
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MATCH EXIST. TOP OF CURB
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SAW-CUT AND REMOVE 100 L.F. EXIST. CURB AND GUTTER
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T.C. 39.30
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PROP. CURB AND GUTTER
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MATCH EXIST. TOP OF CURB (SAW-CUT)
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PROP. PARKING
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UTILITIES NOTE: Existing above ground utilities and topography have been plotted by direct field information. Underground utilities have been plotted from various sources and locators. Contractor will be required to establish their exact location, depth, and size. The contractor is also respon -sible for the replacement or repair of all cut or broken water lines, irrigation lines, force mains, sprinkler systems, gas lines, electrical lines, cables, etc.
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%%UESTIMATED SHEET QUANTITIES
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STA. 0+94.97 P.C. T.C. 38.34
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PROP. HANDICAP RAMP "B"
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NOTE: CONTRACTOR TO FIELD VERIFY LOCATION OF ELECTRICAL LINES AND IRRIGATION LINES AND MAKE NECESSARY ADJUSTMENTS TO MAINTAIN CLEARANCE
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PROP. DO NOT ENTER SIGN
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PROP. STOP SIGN
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EXIST. STUDENT DROP OFF SIGN
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EXIST. ONE WAY SIGN
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EXIST. STUDENT DROP OFF SIGN
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EXIST. STAFF PARKING SIGN
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L LOZANO ST. (60' R.O.W.)
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C
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Exist. Conc. Headwall
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NOTE: FOR HANDICAP RAMP DETAILS SEE SHEET 10 OF 15
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PROPOSED ASPHALT PROPOSED SIDEWALK PROPOSED CONCRETE
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%%U LEGEND
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Exist. Light Pole w/Conc. Base
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NO.
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DRAWING
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OF
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NO.
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DATE:
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CHECKED:
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DRAWN:
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BY
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DESCRIPTION
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DATE
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REV.
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HARLINGEN CONSOLIDATED INDEPENDENT SCHOOL DISTRICT
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HARLINGEN, TEXAS
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MV Jr.
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FEB., 2019
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JGR,Jr.
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18-104-7
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7
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15
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SIGLER, WINSTON, GREENWOOD
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AND ASSOCIATES
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SWG ENGINEERING, LLC
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WESLACO, TEXAS
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TEXAS FIRM REGISTRATION NO. F-592
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\\server\SWG\drafting\MANUEL\18-104-HISD\2-11-SCHOOL TOPOG
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2/13/2019 8:34 AM
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COPYRIGHT 2019 SIGLER, WINSTON, GREENWOOD AND ASSOCIATES
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SINCE 1945
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PROP. ADA SIGNAGE
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PROP. ADA STRIPING
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R=80'
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STA. 2+15.54 P.T.=P.C. T.C. 39.32 (HI.PT.)
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SAW-CUT EXIST. SIDEWALK
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A
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A
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Exist. Grade
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PROP. CUT
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PROP. FILL
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6:1
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VARIES
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PROP. FILL
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PROP. CUT
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37.79
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2%
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2%
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2%
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2%
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0.71%
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1.07%
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BASIS OF BEARING AS PER THE TEXAS COORDINATE SYSTEM NAD 83 TEXAS STATE PLANE SOUTH ZONE U.S.
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PROP. CONC.
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PROP. HANDICAP RAMP "D"
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2.00%
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2.00%
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B.M. TOP OF NORTH BOLT EXIST. FIRE HYDRANT EL. 42.27
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JOSE G. REYES, JR.
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93827
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2/5/2019
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PROPOSED SITE PLAN
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FOR DR. ABRAHAM P. CANO FRESHMAN ACADEMY
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PROPOSED PAVING AND SIDEWALK IMPROVEMENTS
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ADDRESS: 1701 LOZANO STREET
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HCISD NINTH GRADE ACADEMY SUBDIVISION
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9'
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TYP.
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TYP.
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M A T C H L I N E A - A S E E S H E E T N O. 88
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PROP. CONC. APRON PER DETAIL SHEET 10
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EXIST. WATER VALVES TO BE ADJUSTED TO FINISHED GRADE
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Exist. Backflow Preventor
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STA. 2+08.11 P.T.=E.C. T.C. 39.26
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RAIL SUPPORT
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PROP. 2-THERMOPLASTIC DIRECTIONAL ARROWS (PER MUTCD STANDARDS)
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PROP. 2-1 1/2" DIA. SCHEDULE 40 ELEC. CONDUITS (UNDERGROUND)
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2'-0"
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BENCH
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2'-0"
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BENCH
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NOTE: ALL SOD REMOVED OR DAMAGED SHALL BE REPLACED WITH SAME.
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2'
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2'
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2'
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Back to Back
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Back to Back
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Back to Back
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Exist.
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Exist.
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COMPACTION
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REQUIRED
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COMPACTION
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REQUIRED
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BASE BID - LEAVE EXISTING 4' FENCING
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ALT. #1 - REMOVE 4' FENCING/PROVIDE
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INSTALL 6' BLACK VINYL COATED CHAIN
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LINK FENCE, POST/FABRIC
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ALT. #2 - REMOVE 4' FENCING/PROVIDE
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6' ALUMINUM ORNAMENTAL PICKET FENCE
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PROP. ADA STRIPING
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6:1
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VARIES
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QUANTITIES ARE ONLY ESTIMATES CONTRACTOR TO VERIFY.
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NOTE:
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2" H.M.A.C PAVEMENT .................................................................................795 S.Y.
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PRIME COAT (MC-30) (0.2 GALS/S.Y.) ......................................................133 GAL.
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8" COMPACTED FLEXIBLE BASE ...................................................................956 S.Y.
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10" COMPACTED SUBGRADE...........................................................................956 S.Y.
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TENSAR TRIAX TX 140 GEOGRID....................................................................956 S.Y.
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24" CONCRETE CURB & GUTTER w/FIBEROUS REINFORCEMENT ................453 L.F.
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2 FT. WIDE REINFORCED VALLEY GUTTER w/FIBEROUS REINFORCEMENT....23 S.Y.
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5' PEDESTRIAN GATE.....................................................................................2 EA.
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STRIPING THERMOPLASTIC ............................................................................1 L.S.
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ADA SIGNAGE ...............................................................................................1 EA.
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ADA HANDICAP RAMP......................... ........................................................4 EA.
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INSTALL 24 FT. MANUAL SLIDING GATE (COMPLETE IN PLACE) ................1 EA.
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INSTALL 32 FT. MANUAL SLIDING GATE(COMPLETE IN PLACE) ..................1 EA.
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REMOVE EXISTING SIDEWALK ........................................................................75 L.F.
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REMOVE EXISTING CURB AND GUTTER ........................................................250 L.F.
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RELOCATE STUDENT DROP OFF SIGN ..........................................................1 EA.
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ADJUST WATER VALVES ...............................................................................3 EA.
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ADJUST ELECTRICAL BOX .............................................................................1 EA.
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DO NOT ENTER SIGN ....................................................................................1 EA.
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STOP SIGN ....................................................................................................1 EA.
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SITE GRADING ...............................................................................................1 L.S.
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EROSION AND SEDIMENT CONTROL PLAN ....................................................1 L.S
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1
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1
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2
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"
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DIA. SCH. 40 ELEC. CONDUITS (UNDERGROUND)..................................620 LF
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THERMOPLASTIC DIRECTIONAL ARROW (PER MUTCD)....................................2 EA.
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CONCRETE APRON..........................................................................................1 L.S.
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ADJUST IRRIGATION VALVE ..........................................................................1 EA.
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%%USECTION A-A
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NTS
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PROP. 6' HIGHx24 L.F. MANUAL ROLL GATE
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POSSIBLE WATER LINE LOCATION CONTRACTOR TO FIELD VERIFY AND MAKE NECESSARY ADJUSTMENTS TO MAINTAIN CLEARANCE
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SAW-CUT AND REMOVE 80 L.F. EXIST. CURB AND GUTTER
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MATCH EXIST. TOP OF CURB
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EXIST. IRRIGATION VALVE TO BE ADJUSTED TO FINISHED GRADE
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PROP. 5' WIDE CONCRETE SIDEWALK
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PROP. 5' WIDE CONCRETE SIDEWALK
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5 FT. WIDE REINFORCED CONCRETE SIDEWALK.............................................249 S.Y.
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PROP. HANDICAP RAMP "C"
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PROP. 5' PEDESTRIAN GATE
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5.0' MIN.
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5.0' MIN.
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Exist. Storm Inlet
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R.O.W.
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R.O.W.
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55' R.O.W.
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TRAFFIC CONTROL PLAN ..............................................................................1 L.S.
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3 FT. WIDE REINFORCED VALLEY GUTTER w/FIBEROUS REINFORCEMENT....258 S.Y.
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SIDEWALK
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STA. 2+15.54. T.C. 39.32 (HI.PT.)
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39.17
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38.71
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STA. 1+58.84 P.R.C. T.C. 38.86
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STA. 1+58.84 P.R.C. T.C. 38.86
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STA. 0+94.97 P.C. T.C. 38.34
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38.19
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0.95%
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0.64%
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0.81%
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0.81%
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0.81%
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0.81%
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0.81%
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(HI.PT.)
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REMOVE AND REPLACE EXIST. FENCE
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2%
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2%
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1.60%
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1.00%
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0.47%
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0.35%
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0.88%
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2.16%
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0.55%
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1.28%
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ADDENDUM #1
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REMOVE AND REPLACE EXIST. GATE/PEDESTRIAN ACCESS .......................1 L.S.
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Conduit
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Conc. Base L.P.
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Conc. Base L.P.
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Student Drop Off Sign
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School Bus Sign
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Conduit
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UG
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UG
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UG
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UG
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UG
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UG
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E x i s t. S i d e w a l k
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Exist.
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Exist.
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Exist.
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Exist.
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Exist.
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E x i s t . C o n c r e t e A r e a
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L LOZANO ST. (60' R.O.W.)
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C
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SCALE 1"=20'
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UTILITIES NOTE: Existing above ground utilities and topography have been plotted by direct field information. Underground utilities have been plotted from various sources and locators. Contractor will be required to establish their exact location, depth, and size. The contractor is also respon -sible for the replacement or repair of all cut or broken water lines, irrigation lines, force mains, sprinkler systems, gas lines, electrical lines, cables, etc.
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NO.
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BY
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DESCRIPTION
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DATE
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REV.
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HARLINGEN CONSOLIDATED INDEPENDENT SCHOOL DISTRICT
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HARLINGEN, TEXAS
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MV Jr.
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FEB., 2019
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JGR,Jr.
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18-104-8
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8
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15
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SIGLER, WINSTON, GREENWOOD
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AND ASSOCIATES
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SWG ENGINEERING, LLC
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WESLACO, TEXAS
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TEXAS FIRM REGISTRATION NO. F-592
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\\server\SWG\drafting\MANUEL\18-104-HISD\2-11-SCHOOL TOPOG
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2/12/2019 2:59 PM
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COPYRIGHT 2019 SIGLER, WINSTON, GREENWOOD AND ASSOCIATES
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SINCE 1945
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BASIS OF BEARING AS PER THE TEXAS COORDINATE SYSTEM NAD 83 TEXAS STATE PLANE SOUTH ZONE U.S.
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JOSE G. REYES, JR.
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93827
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2/5/2019
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PROPOSED SITE PLAN
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FOR DR. ABRAHAM P. CANO FRESHMAN ACADEMY
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PROPOSED PAVING AND SIDEWALK IMPROVEMENTS
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ADDRESS: 1701 LOZANO STREET
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HCISD NINTH GRADE ACADEMY SUBDIVISION
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E x i s t. C o n c. D r i v e
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E x i s t. P a v e d D r i v e
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Exist. Conc. Drive
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Exist. San. Sew. Manhole
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Exist. Detention Pond
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Exist. Conc. Headwall
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Exist. Conc. Spillway
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M A T C H L I N E A - A S E E S H E E T N O. 77
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30'
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PROP. CONC.
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RAIL SUPPORT
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PROP. 2-1 1/2" DIA. SCHEDULE 40 ELEC. CONDUITS (UNDERGROUND)
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REMOVE AND REPLACE EXIST. FENCE
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NOTE: ALL SOD REMOVED OR DAMAGED SHALL BE REPLACED WITH SAME.
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Back to Back
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Back to Back
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BASE BID - LEAVE EXISTING 4' FENCING
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ALT. #1 - REMOVE 4' FENCING/PROVIDE
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INSTALL 6' BLACK VINYL COATED CHAIN
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LINK FENCE, POST/FABRIC
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ALT. #2 - REMOVE 4' FENCING/PROVIDE
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6' ALUMINUM ORNAMENTAL PICKET FENCE
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Exist. Conc. Slab
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Exist. Conc. Drive
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PROP. 6' HIGHx32 L.F. MANUAL ROLL GATE
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PROP. 5' PEDESTRIAN GATE
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REPLACEMENT
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LIMITS OF FENCE
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R.O.W.
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REMOVE AND REPLACE EXIST. FENCE
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REMOVE AND REPLACE EXIST. GATE/PEDESTRIAN ACCESS
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ADDENDUM #1
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DATE
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REV.
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HARLINGEN CONSOLIDATED INDEPENDENT SCHOOL DISTRICT
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HARLINGEN, TEXAS
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MV Jr.
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FEB., 2019
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JGR,Jr.
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18-104-9
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9
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15
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SIGLER, WINSTON, GREENWOOD
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AND ASSOCIATES
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SWG ENGINEERING, LLC
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WESLACO, TEXAS
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TEXAS FIRM REGISTRATION NO. F-592
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\\server\SWG\drafting\MANUEL\18-104-HISD\2-11-SCHOOL TOPOG
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2/12/2019 2:59 PM
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COPYRIGHT 2019 SIGLER, WINSTON, GREENWOOD AND ASSOCIATES
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SINCE 1945
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SCALE 1"=20'
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%%UESTIMATED SHEET QUANTITIES
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EXISTING SITE PLAN
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PROPOSED SITE PLAN
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8" PVC SDR-35 SANITARY SEWER PIPE ....................................................200 L.F. 48" DIA. FIBERGLASS MANHOLE ...................................................................3 EA.. REMOVE AND REPLACE EXISTING CONCRETE APRON(3' WIDE) ....................50 L.F. REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK(3' WIDE) ...............18 L.F. REMOVE AND REPLACE EXISTING CHAIN LINK FENCE ..................................1 L.S. REMOVE AND DISCARD EXISTING MANHOLES ................................................3 EA. EROSION AND SEDIMENT CONTROL PLAN .....................................................1 L.S. EXISTING SANITARY SEWER LINE TO BE PLUGGED IN PLACE (2 PLACES)...1 L.S. SITE PREPARATION..........................................................................................1 L.S. TRENCH AND SHORING PROTECTION (FOR TRENCHES DEEPER THAN 5') ...1 L.S. SANITARY SYSTEM INVESTIGATION..................................................................1 L.S.
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UTILITIES NOTE: Existing above ground utilities and topography have been plotted by direct field information. Underground utilities have been plotted from various sources and locators. Contractor will be required to establish their exact location, depth, and size. The contractor is also respon -sible for the replacement or repair of all cut or broken water lines, irrigation lines, force mains, sprinkler systems, gas lines, electrical lines, cables, etc.
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BOGGUS STADIUM
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Elect. Box
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T R A C K
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T R A C K
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Transformer & Elect. Box
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Conc. Sidewalk
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Conc. Sidewalk
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Elect. Box
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Transformer & Elect. Box
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Conc. Sidewalk
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Conc. Sidewalk
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EXIST. MANHOLE TOP EL. 39.25 F.L. 34.67
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STA. 0+00 PROP. MANHOLE TOP EL. 40.70 F.L. 35.25
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STA. 2+00 PROP. MANHOLE TOP EL. 39.25 F.L. 34.59
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STA. 1+10 PROP. MANHOLE TOP EL. 40.40 F.L. 34.89
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N.T.S.
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%%U FIBERGLASS MANHOLE DETAIL %%U
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DIA.
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PIPE SPRING LINE
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1/2"
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PIPE
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6'-0" MIN.
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48" DIA.
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14" MIN
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%%UGENERAL NOTES:%%U
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3/4" MIN
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THICKNESS
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H.D.P.E. ADJUSTMENT RINGS AS MANUFACTURED BY "LADTECH INC." OR APPROVED EQUAL
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NAT. GR.
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INSTALL MANHOLE TOP RIMS 3" ABOVE FINISHED GRADE FOR LOCATIONS OUTSIDE OF PAVEMENT BUT WITHIN R.O.W.
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STANDARD 30" MANHOLE RING & COVER WITH RAINGUARD INFLOW PROTECTOR AS MANUFACTURED BY "L.F.M. INC." OR APPROVED EQUAL (COVER TO BE DUCTILE IRON, EAST JORDAN IRON WORKS MODEL 1432 OR APPROVED EQUAL.)
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MANHOLE REINFORCED CONC. RING
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SLOPE 1:1
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No. 3 SPIRAL REBAR
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TOP OF CONC.
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1. CONCRETE MIX TO BE PREPARED W/FIBROUS REINFORCEMENT AND DESIGNED FOR 3000 P.S.I. P.S.I. COMPRESSIVE STRENGTH @ 28 DAYS. 2. MANHOLE TO BE INSTALLED BY INSERTING INTO WET CONCRETE. 3. BACKFILL UNIFORMLY AROUND MANHOLE. 4. BEFORE ATTEMPTING TO INSTALL ANY MANHOLE BE SURE EXCAVATION HAS BEEN SHORED PROPERLY. 5. MANHOLE THICKNESS TO BE AS RECOMMENDED BY MANUFACTURER, HOWEVER NO LESS THAN 3/4" IN THICKNESS.
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FACTORY INSTALLED INSERTA-TEE FITTING
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PROVIDE " (HALF) INCH OF 12" (HALF) INCH OF PARSON RPM RAPID SET FIBER REINFORCED PATCHING MATERIAL FOR MANHOLE INVERTS
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NO. 5 REBARS @ 12" CENTERS
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6" CLEARANCE REQ.D
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2-NO. 5 REBARS ON A CROSS PATTERN
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NO. 3 LIFT HOOKS
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PROP. 8"x108 L.F. PVC SDR-35 SANITARY SEWER LINE (SLOPE 0.0033'/,)
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EXIST. SANITARY SEWER LINE TO BE ABANDONED AND GROUTED WITH FLOWABLE FILL.
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EXIST. SANITARY SEWER LINE TO BE PLUGGED SOLID
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EXIST. SANITARY SEWER LINE TO BE PLUGGED SOLID
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CAUTION: CONTRACTOR TO TAKE PRECAUTION DIGGING CLOSE TO ELECTRICAL BOX. LOCATION OF ELECTRICAL LINE(S) UNKNOWN. CONTRACTOR SHALL CONTACT UTILITY COMPANY PRIOR TO CONSTRUCTION.
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CAUTION: CONTRACTOR TO TAKE PRECAUTION DIGGING CLOSE TO ELECTRICAL BOX. LOCATION OF ELECTRICAL LINE(S) UNKNOWN. CONTRACTOR SHALL CONTACT UTILITY COMPANY PRIOR TO CONSTRUCTION.
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REMOVE AND REPLACE EXIST. CONC. APRON (SAW CUT 5' WIDEx50 L.F.)
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REMOVE AND REPLACE EXIST. CONC. SIDEWALK (SAW CUT 5' WIDEx8 L.F.)
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REMOVE AND REPLACE EXIST. CONC. SIDEWALK (SAW CUT 3' WIDEx10 L.F.)
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NOTE: EXIST. CHAIN LINK FENCING TO REMOVED AND REPLACED
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EXIST. CONC. APRON
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EXIST. CONC. SIDEWALKS
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EXIST. SANITARY SEWER LINE (FIELD VERIFY LINE SIZE AND DEPTH)
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EXIST. SANITARY SEWER LINE (FIELD VERIFY LINE SIZE AND DEPTH)
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EXIST. SANITARY SEWER LINE (FIELD VERIFY LINE SIZE AND DEPTH)
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PROP. 8"x92 L.F. PVC SDR-35 SANITARY SEWER LINE (SLOPE 0.0033'/,)
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SCALE 1"=20'
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NOTE: ALL SOD REMOVED OR DAMAGED SHALL BE REPLACED WITH SAME.
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TYPICAL TRENCH CROSS SECTION FOR PVC SDR 26 AND SDR 35 SANITARY SEWER LINES
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NATURAL GROUND
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BACKFILL WITH NATIVE MATERIAL COMPACTED TO 95% OF STANDARD PROCTOR DENSITY, AS DETERMINED BY TEST ASTM D-698, TAMPED IN 8" LAYERS.
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PVC PIPE, SIZE AND TYPE AS SPECIFIED ON PLANS AND SPECS.
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GRAVEL BEDDING AND HAUNCHING WILL BE REQUIRED TO THE TOP OF PIPE.
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NTS
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10'x10' MIN. SQUARE CUT (SAW CUT)
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6"
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10'-0" MIN.
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12" MIN.
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12" MIN.
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EXIST. CONCRETE
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PROP. CONCRETE
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NOTE: EXIST. CONCRETE TO BE PROTECTED AGAINST DAMAGE. ANY DAMAGED AREAS SHALL BE REPAIRED AT CONTRACTORS EXPENSE.
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NOTE: CONSTRUCTION AREA SHALL BE PROTECTED BY CONSTRUCTION BARRIERS AT ALL TIMES.
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BASIS OF BEARING AS PER THE TEXAS COORDINATE SYSTEM NAD 83 TEXAS STATE PLANE SOUTH ZONE U.S.
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BASIS OF BEARING AS PER THE TEXAS COORDINATE SYSTEM NAD 83 TEXAS STATE PLANE SOUTH ZONE U.S.
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B.M. SQUARE CUT TOP CONCRETE BASE LIGHT POLE EL. 42.37
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B.M. SQUARE CUT TOP CONCRETE BASE LIGHT POLE EL. 42.37
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SCALE: SCALE: HORIZ. 1"=20' VERT. 1"=20'
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E
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JOSE G. REYES, JR.
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93827
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2/5/2019
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FOR BOGGUS STADIUM
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PROPOSED SANITARY SEWER IMPROVEMENTS
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EXISTING AND PROPOSED SITE PLANS
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ADDRESS: 198 N. 13th STREET
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HARLINGEN LAND & WATER CO. SUBDIVISION, BLK. 64
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EXISTING
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TRACK AND FIELD
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BOGGUS STADIUM
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EXISTING
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TRACK AND FIELD
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RESTRICTED AREA:
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NO VECHILES, CONSTRUCTION
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EQUIPMENT OR PERSONAL ALLOWED
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WITHIN TRACK AND FIELD AREA DEPICTED
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EXIST. SANITARY SEWER LINE (FIELD VERIFY LINE SIZE AND DEPTH)
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RESTRICTED AREA:
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NO VECHILES, CONSTRUCTION
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EQUIPMENT OR PERSONAL ALLOWED
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WITHIN TRACK AND FIELD AREA DEPICTED
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QUANTITIES ARE ONLY ESTIMATES CONTRACTOR TO VERIFY.
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NOTE:
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EXIST. SANITARY SEWER LINE (FIELD VERIFY LINE SIZE AND DEPTH)
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CAUTION: CONTRACTOR TO TAKE PRECAUTION DIGGING CLOSE TO ELECTRICAL BOX. LOCATION OF ELECTRICAL LINE(S) UNKNOWN. CONTRACTOR SHALL CONTACT UTILITY COMPANY PRIOR TO CONSTRUCTION.
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Elect. Box
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EXIST. SANITARY SEWER LINE (FIELD VERIFY LINE SIZE AND DEPTH)
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EXIST. MANHOLE TOP EL. 40.70 F.L. 35.25
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Elect. Box
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E x. C o n c r e t e A p r o n
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E x. C o n c r e t e A p r o n
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PROP. 8"x108 L.F. PVC SDR-35 SANITARY SEWER LINE (SLOPE 0.0033'/,)
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PROP. 8"x92 L.F. PVC SDR-35 SANITARY SEWER LINE (SLOPE 0.0033'/,)
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STA. 2+00 PROP. MANHOLE TOP EL. 39.25 F.L. 34.59
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STA. 1+08 PROP. MANHOLE TOP EL. 40.40 F.L. 34.89
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STA. 0+00 PROP. MANHOLE TOP EL. 40.70 F.L. 35.25
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%%ULEGEND
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Right-of-Way Line.........
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Found 1/2" Rebar...................
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Set 1/2" Rebar...........................
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Set C.P.S.....................................
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Set Nail........................................
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Fence Line.....................
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Power Pole..............................P.P.
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X
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X
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Cable Box................................C.B.
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Man Hole.................................M.H.
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Vent Pipe.................................V.P.
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Irrigation Valve.........................I.V.
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Water Meter.............................W.M.
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Meter Pole................................M.P.
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Road Side Ditch......................R.S.D.
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Electrical Box..........................E.B.
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Water Valve.............................W.V.
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Fire Hydrant............................F.H.
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Light Pole................................L.P.
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Telephone Box.........................T.B.
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Cable Line......................
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C
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Telephone Cable Line....
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T
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Drive.........................................DR.
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Over Head Powerline.....
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OHP
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Tree..........................................
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C
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Water Line......................
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Sewer Line.....................
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S
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S
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W
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W
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Gas Line.........................
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GAS
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GAS
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Gas Meter................................G.M.
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OHP
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T
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Over Head Guy Wire......
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OHGW
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C
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ADDENDUM #1
Page 11: SWG - Holchemont · swg. baker potts rd. 33. 30. 15. 32. 31. 32. 1. 2. beckham rd. 3. 11. 10. 14. 12. 34. 4. 5. 125. 1. 2. 1. 3. 4. 5. 35. 9. 2. 14. 13. 12. 7. 10. 11. 6. 8. 36. druary

SWG

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TYPICAL PLACEMENT OF DETECTABLEWARNING SURFACE ON SLOPING RAMP RUN.

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AND ASSOCIATES, LLC
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REV.
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DATE
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DESCRIPTION
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BY
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DRAWN:
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CHECKED:
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DATE:
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SHEET:
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OF
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\\SERVER\SWG\DRAFTING\MANUEL\18-104-HISD\2-11-SCHOOL TOPOG.DWG
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2/12/2019 2:59 PM
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SIGLER, WINSTON, GREENWOOD
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SWG ENGINEERING, LLC
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WESLACO, TEXAS
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TEXAS FIRM REGISTRATION NO. F-592
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SINCE 1945
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PROJECT NO.
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MV Jr.
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FEB., 2019
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COPYRIGHT 2019 SWG ENGINEERING, LLC
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10
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15
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JGR, Jr.
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4"
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c OF PARKING SPACE
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1'-0"
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1'-6"
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3"
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L
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8"
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23°
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1'-8" R
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2'-0" R
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5°
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BLUE REFLECTIVE PAINT
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2'-0"
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1'-0"
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8"
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1'-0"
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6" R
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HANDICAP SYMBOL DETAIL
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HARLINGEN CONSOLIDATED INDEPENDENT SCHOOL DISTRICT
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HARLINGEN, TEXAS
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18-104-10
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CONSTRUCTION DETAILS
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#4 DOWELS SHALL BE INSTALLED
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ON EACH SIDE OF DRIVE IF
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THERE IS A SIDEWALK IN PLACE
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5' SIDEWALK
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MINIMUM
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VARIES
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6"
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R=6'
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R=6'
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NO. 4 BARS @ 12" C-C
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EA-WAY ONLY
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GUTTER LINE
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20" LONG #4 DOWELS
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AT 24" SPACING AS SHOWN
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10" INTO EXISTING CONCRETE
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SEE
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DETAIL A
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CONCRETE TO BE STRAIGHT
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EDGE CUT (SAW-CUT) AT CURB AND
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AT GUTTER LINE
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20' BB STD. ALLEY
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45' BB COMMERCIAL (MAX.)
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CONSTRUCTION
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JOINT DETAIL
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NEW CURB
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#4 DOWEL
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EXISTING
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CURB
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PLAN
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EXPANSION JOINT
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6" CONCRETE
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3000 PSI
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DRIVEWAY
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BACK OF
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CURB
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20" LONG #4 DOWELS
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AT 24" SPACING AS SHOWN
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10" INTO EXISTING CONCRETE
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GUTTER
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COPYRIGHT 2019 SWG ENGINEERING, LLC
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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24'/32' GATE
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6'-0"
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18"%%C
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1 5/8" DIA. HORIZ.
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BRACE
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2" DIA. FRAME
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(TYPICAL)
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3'-0" MIN.
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(TYPICAL)
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4" DIA. GATE POST
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CHAIN LINK ROLLING GATE DETAILS
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TYPICAL STREET SECTION
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PROPOSED. CONC CURB & GUTTER (TYPE "A") 2'
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LIMIT FOR ROADWAY EXCAVATION PAVEMENT (BOTH SIDES)
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PROPOSED ROADWAY
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PROP. 2" ASPHALT CONC. PAVEMENT(TYPE "D") APPROX. 228#//S.Y.
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PROP. PRIME COAT MC-30 (0.20 GAL./S.Y.)
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PROPOSED 24' B-B ROADWAY
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2'
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1'
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1'
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12'
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12'
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10' PAVEMENT
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10' PAVEMENT
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1'
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1'
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2'
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PROP. 4"(MIN.) BASE MATERIAL BELOW CONC. CURB & GUTTER TO 2' BEOND BACK OF CURB
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PCJ
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PROP. 8" GRAVEL BASE MATERIAL (TXDOT ITEM 247, TYPE E GRADE 4 COMPACTED TO 98% OF STANDARD PROCTOR DENSITY @ -2% TO +2% OPTIMUM MOISTURE AND PLASTICITY INDEX NOT GREATER THAN 10
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PROP 10" SUBGRADE PREPARED TO 95% STANDARD PROCTOR DENSITY AT OR ABOVE OPTIMUM MOISTURE (-2% TO +2%) WITH TENSAR TRIAX TX 140 GEOGRID
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2'
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2'
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AS PER CITY OF HARLINGEN STANDARDS
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4' MIN
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PLANTING OR OTHER NON- WALKING SURFACE IF DROPOFF IS NOT PROTECTED
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RAMP LIMITS OF PAYMENT
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DENOTES PLANTING OR NON-WALKING SURFACE.
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8.3% RAMP
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8.3% RAMP
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5' MIN. SHARED LANDING
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CONCRETE RAIL SUPPORT
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CROSS SLOPE NOT TO EXCEED 2% ON ANY PORTION OF RAMP OR TRANSITION TO STREET.
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4' RAMP WIDTH
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RAMP LIMITS OF PAYMENT
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DENOTES PLANTING OR NON-WALKING SURFACE.
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4' OR 5' SIDEWALK
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LANDING
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2% MAX.
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2% MAX.
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EQUAL RAMP SLOPE
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8.3%
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CROSS SLOPE NOT TO EXCEED 2% ON ANY PORTION OF RAMP OR TRANSITION TO STREET.
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4' RAMP WIDTH
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RAMP LIMITS OF PAYMENT
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DENOTES PLANTING OR NON-WALKING SURFACE.
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4' OR 5' SIDEWALK
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LANDING
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2% MAX.
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EQUAL RAMP SLOPE
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8.3%
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EQUAL RAMP SLOPE
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8.3%
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2.0%
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LANDING
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4' OR 5' SIDEWALK
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2% MAX.
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TYPICAL SIDEWALK DRAIN DETAIL
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CONCRETE RAIL SUPPORT
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PROP. 4" THICK CONC. HEADWALL REINFORCE WITH 4x4x WELDED 44 WELDED WIRE MESH
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EXIST. GRADE
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EXIST. 15" R.C.P.
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EXIST. 15" R.C.P.
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PROP. 15" R.C.P. EXTENSION
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PROP. 15" R.C.P. EXTENSION
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MATCH EXIST. FLOWLINE
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TYPICAL HEADWALL DETAIL
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LOCATE SET SCREWS IN BASE FLANGE
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AT 90%%d FROM CENTERLINE OF H.R. RUN
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AND ON SIDE AWAY FROM WALKING SURFACE.
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7/8"
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7/8"
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1/2"
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2 5/8"
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1/2"
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4 1/4"
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7/16"%%c
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HOLES
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1/2"%%C SET
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SCREWS
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6"
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3/8"
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2 1/2"
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3 5/8"
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TYPE 2
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RETANGULAR FLAT
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BASE FLANGE
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X = RAMP LENGTH (HORIZONTAL PROJECTION OR RUN)
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MIN.
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Y = RAMP RISE
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1:12 TO 1:20 SLOPE (SLOPE > 1:20 IS NOT 1:20 IS NOT DEFINED AS A RAMP SO NO HANDRAILS ARE REQUIRED)
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NOTE Slope = Y:X, where X is a level plane.Slope = Y:X, where X is a level plane.
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12"
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MIN.
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12"
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MIN.
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12"
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60"
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26"
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4"
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1 1/2" O.D. CARBON STEEL STRUCTUAL
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TUBING ASTM A500 GRADE B OR C,
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OR ASTM A501.
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42"
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POST BASE TO BE
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RECTANGULAR FLAT
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BASE FLANGE
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38"
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PROP. RAMP
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PROP. 5' CONC. SIDEWALK
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LANDING
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PROP. RAMP
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PROP. CONC. CURB
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PROP. CONC. CURB
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LANDING
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C
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A
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WHEELCHAIR RAMP
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B
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WHEELCHAIR RAMP
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WHEELCHAIR RAMP
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D
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WHEELCHAIR RAMP
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SIDEWALK DETAILS
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CONCRETE CURB & GUTTER
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2"R.
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STANDARD CURB & GUTTER TYPE A
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ROADWAY
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CLASS C
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MISDEMEANOR
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CLASS C
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MISDEMEANOR
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VAN
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ACCESSIBLE
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RESERVED
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PARKING
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ACCESSIBLE
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VAN
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RESERVED
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PARKING
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1'-0"
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1'-6"
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1'-0"
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9"
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1'-0"
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9"
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2'-6"
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7'-0"
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SUBSTITUTE THIS SIGN FOR ONE SHOWN AT VAN ACCESSIBLE PARKING SPACES
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PARKING SIGNAGE: HANDICAPPED
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2" GALV.
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STEEL PIPE
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12" X 48" DEEP
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CONC. PIER
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NOT TO SCALE
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STOP SIGN DETAIL
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4' MIN.
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4"
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3"
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1 1/2"
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3"
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%%UCROSS SECTION
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%%UPLAN VIEW
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4' MIN.
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(MAXIMUM)
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3" SAND
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A
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A
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GREASED DOWEL
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WIRE TIE
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1" CHAMFER
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PROPOSED SIDEWALK
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PROP. OR EXIST. CURB AND GUTTER
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%%UCURB AND SIDEWALK ABUTTMENT
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NOTE: 1. EXPANSION JOINTS SHALL BE PLACED EVERY 20' EXPANSION JOINTS SHALL BE PLACED EVERY 20' 2. DUMMY JOINTS SHALL BE PLACED EVERY 5' DUMMY JOINTS SHALL BE PLACED EVERY 5' 3. ALL CONCRETE SHALL BE 3000 PSIALL CONCRETE SHALL BE 3000 PSI
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2%%% MAX
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NOTE: ALL SIDEWALKS AND WHEELCHAIR RAMPS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT (ADA) GUIDELINES.
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9"
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3"
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12" DOWEL #4 REBAR @ 4' SPACING
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EXIST. GROUND
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1. SAND COMPACTED TO 90% OF STD. ASTM D698 PROCTOR 2. HEIGHT TO MATCH EXISTING CURB OR AS DIRECTED BY CITY REPRESENTATIVE.
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NO. 3 REBARS 3 REBARS @ 18" O.C.E.W.
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EXPANSION JOINT-20' C-C
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No. 4 SMOOTH DOWEL BAR, 18" LG.
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30 LB. FELT PAPER
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EXPANSION JOINT
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No. 4 SMOOTH DOWEL BAR, 18" LG.
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EXIST. GROUND
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AS PER CITY OF HARLINGEN STANDARDS
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5' VALLEY GUTTER
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PARABOLIC DEPRESSION
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EXIST. SIDEWALK
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MATCH EXIST. GRADE
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PROP. SIDEWALK
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No. 4 SMOOTH DOWEL BAR, 18" LG.
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EXPANSION BITUMINUS JOINT
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%%UTYPICAL DETAIL EXIST. TO PROP. SIDEWALK
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DETECTABLE WARNING DETAILS
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No. 4 @ 6"
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No. 3 @ 18"
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DETECTABLE WARNING SURFACE (DOMES TO RUN PARALLEL TO PEDESTRIAN TRAVEL)
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FACE OF CURB
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6" MIN
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BACK OF CURB
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2'-0" MIN.
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4" MAX
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BEGIN BEVEL
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S
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1
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5"
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RIPRAP
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%%U ELEVATION %%U
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%%U SAFETY END TREATMENT - TYPE "C" OR TYPE "P" %%U
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5"
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RIPRAP
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PIPE "L" * CONC.
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DIA. FT. RIPRAP
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12" 4' 0.30
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18" 7' 0.44
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24" 10'-3" 0.61
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SUMMERY OF 1 SLOPE END
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B
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B
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A A
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(Width = Dia. + 36") MULTIPLE PIPES (Varies With No. Of Pipes)
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LIMIT OF PIPE FOR PAY QUANTITY
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SAFETY END TREATMENT SLOPE END DETAILS
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NOTE: SLOPE END TREATMENTS TO BE PROVIDED AND INSTALLED BY PERMITTEE.
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PROP. F.L.
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TOP OF BEVELED PIPE
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WIRE REINFORCEMENT SHALL BE A 6" BY 6" NO. 6 PLAIN ELECTRIC WELDED REINFORCING FABRIC OR ITS EQUAL
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PIPE REINFORCING MAY EXTEND PAST BREAK LINE AND BE FIELD BENT INTO RIPRAP
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3" RADIUS (APPROX.)
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BREAK LINE
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CONC. PIPE
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BEGIN BEVEL
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FLOWLINE
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TOE WALL FOOTING
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CORRUGATED OR CONCRETE PIPE
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PIPE JOINT
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MATCH SLOPE AS SHOWN IN PLANS
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PROP. RIPRAP
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PIPE JOINT
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AS PER CITY OF HARLINGEN STANDARDS
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TREATMENT TYPE "C" OR TYPE "P"
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TYPICAL DETAIL FOR REINFORCING
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VARIES 3" MIN. 4" MAX.
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*ESTIMATED C.Y. FOR EACH SLOPE END TREATMENT AS PER DIAMETER
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FILLET WELD
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ALLEY AND COMMERCIAL TURNOUTS
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8.3%
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8.3%
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24"
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STEEL FLOOR
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PLATE
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GALVANIZED
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2-1/4"
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1/8"
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5/8"
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3"x3"x1/4"
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ANGLE (CONT.)
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1/2"X3"
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STEEL ANCHOR
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12" O.C.
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5/8" BAR (CONT.)
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3/16"
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3"
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3"
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SIDEWALK
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GALVANIZED
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STEEL FLOOR
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PLATE
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24"
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DETAL "I"
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PLANE JOINT
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WEAKED
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TYPICAL
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8"
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12"
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8"
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12"
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19-1/2"
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WELDS
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EQUALLY
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SPACED
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4 TACK
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TACK
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WELDS
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4" S/W
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1. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AND ALL GALVANIZING
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DAMAGED BY FABRICATION OR INSTALLATION SHALL RECEIVE TWO COATS
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OF ALUMIINUM PAINT (GALVONOX OR EQUAL).
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NOTES:
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2%%%
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2%%%
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6" TYPE I OR TYPE II
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AGGREGATE BASE
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6"
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DETAIL A
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SECTION
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STANDARD ALLEY OR COMMERCIAL TURNOUT
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SECTION B-B
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SECTION A-A
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DETAIL "I"
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PLAN
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PLAN VIEW
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PARALLEL CURB RAMP
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%%UPRIMARY SIGN
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%%UPENALTY SIGN
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NOT TO SCALE
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%%USUPPLEMENTARY SIGN
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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SECTION B-B
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NOT TO SCALE
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SECTION A-A
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X
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E
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G
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N
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S
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R
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P
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S
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E
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F
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O
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E
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L
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N
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O
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I
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A
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T
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E
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T
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A
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T
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S
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O
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F
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R
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E
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E
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N
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I
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S
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A
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JOSE G. REYES, JR.
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93827
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2/5/2019
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NO. 4 BARS @ 12" C-C
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EA-WAY ONLY
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BACK OF
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SIDEWALK
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B
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B
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A
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A
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NOT TO SCALE
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NO. 5 AT 12" CENTERS, E.F.
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EXIST. 15" R.C.P. (FIELD VERIFY SIZE AND DEPTH)
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R.C.P.
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PROP. 15"
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TYPICAL CONCRETE
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COLLAR DETAIL
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3"
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CLEAR
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EDGE OF SIDEWALK
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EPOXY ANCHOR
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ADHESIVE TO BE APPLIED
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TO BASE OF PLATE
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(HILTI USA)
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3"
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NOTE:
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RAMPS AND RAILING
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EJ
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DJ
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DJ
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DJ
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DJ
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EJ
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5'
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5'
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5'
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5'
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RADIUS VARIES
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NO. 4 DIAGONAL BARS 4 DIAGONAL BARS EQUALLY SPACED
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4 - NO. 4 @ 12" CENTERS
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WIDTH
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VARIES
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%%U3' VALLEY GUTTER
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NOT TO SCALE
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%%U2' VALLEY GUTTER
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NOT TO SCALE
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2.00%
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2.00%
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PROP. 5' CONC. SIDEWALK
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7'
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2' MIN
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FACE OF CURB
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NOTES:
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1. 2-3/8" OD 12 GA. GALVANIZED
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STEEL SIGN POST
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2. MAINTAIN 32" ADA CLEARANCE ON ALL
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SIDEWALKS
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3. INSTALL AT LEAST FIVE FEET AWAY FROM
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WOOD POWER POLES
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4. INSTALL POST AT LEAST THREE FEET AWAY
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FROM ALL FIRE HYDRANTS
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POST CAP
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ADDENDUM #1
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that slope downward in the direction toward which traffic must
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turn in detouring. When both right and left turns are provided
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for, the chevron striping may slope downward in both directions
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from the center of the barricade.
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Identification markings may be shown only on back side of
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Barricades shall not be placed parallel to traffic unless
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GENERAL NOTES
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CK:
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Type III Barricades are to be used at each end of
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construction projects closed to all traffic.
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U-channel
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STANDARD PLANS
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TEXAS DEPARTMENT OF TRANSPORTATION
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CK:-
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NEG NO.:
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DW:-
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CK:-
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DN:-
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Traffic Operations Division
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DN
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BARRICADE AND CONSTRUCTION
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STANDARDS
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LR
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500
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1500
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750
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hollow core
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625
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1 1/4 " hex head
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2 1/2 " wood
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screws
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1500
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rail
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50x100x900
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plastic or wood
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plastic or wood
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plastic
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or wood
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35mm square
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perforated
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tubing
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SEE
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DETAIL A
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45mm square
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perforated
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tubing
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1525
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DETAIL A
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DETAIL B
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SPLICE PLATE
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74
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12
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12
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25
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25
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19
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13
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7/16 " Dia.
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5/16 " Dia.
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3/8 " Dia. x
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3" long bolts
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130
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Radius
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35mm square
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perforated
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tubing
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Splice
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Plate
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Splice
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Plates
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35mm square
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perforated
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tubing
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45mm square
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perforated
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tubing
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1/4 " Dia. x
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2 1/2 " long
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bolts
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45mm
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Tube
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Sleeve
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Tube
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Sleeve
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1/4 " Dia. x
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2 1/2 " long
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bolts
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3/8 " Dia. x
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3/8 " Dia. x
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3" long bolts
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3/8 " Dia. x
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2 1/4 " long bolt
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3/8 " Dia. x
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3" long bolts
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1500
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perforated
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tubing
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SEE
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DETAIL B
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35mm square
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7/16 " Dia.
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1200
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900
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400
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510
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400
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140
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1500
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860
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hollow
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poly-vinyl
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10 PVC
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160 long
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inserted through
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900
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390
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60 x 75
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inverted
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poly-vinyl
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U-channel
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1100
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900
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500
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support
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stiffner
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(optional)
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FOR TYPE III BARRICADES
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self tapping screws
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support stiffner
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FRP rail
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cross section
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FRP "C" channel
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DTN
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GB
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All dimensions are in millimeters unless otherwise noted.
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20mm
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54
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44
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750
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150
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500
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500
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45mm square
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1525
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125x125x1500
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150
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500
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500
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100x100x1500
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50x150x1500
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100x100x150
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BC(2)-98(M)
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500
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Width of
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Reflective
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Sheeting
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175 min.
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45
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o
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150
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150
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500
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200
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TYPICAL STRIPING DETAIL FOR BARRICADE RAIL
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barricade rails. Maximum height of letters shall be 25mm.
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Barricades shall be made using pre-qualified materials.
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supports
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plastic support
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support
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(optional and
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may be placed
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on inside
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of support)
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(optional)
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(4 per rail)
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supports
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support and base
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Optional FRP skid
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Striping of rails, for the right side of the roadway,
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should slope downward to the left. For the left side of the
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roadway, striping should slope to the right.
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TYPICAL PANEL DETAIL
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Stiffner may be inside or outside of support.
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Skids
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BASE
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SUPPORT
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Skids
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TYPE III BARRICADE (SKID)
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Skid
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38x89mm wood
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or
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DN80
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fiberglass
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tubing
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Barricades extending across a roadway should have stripes
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FOR SKID OR POST TYPE BARRICADES
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* For dimensions of components refer to TxDOT approved
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products list.
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PERSPECTIVE
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PLAN
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Each roadway of a divided highway
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shall be barricaded in the same manner.
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R11-2 &
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M4-10R or L signs.
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Detour
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Roadway
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(Use M4-10R or L
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sign only when
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Detour begins at
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barricade)
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SG20-6
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R11-2
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M4-10L
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DETOUR
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ROAD
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CLOSED
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NAME
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ADDRESS
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CITY
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STATE
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CONTRACTOR
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CONTRACTOR
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as specified elsewhere in the plans.
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2). Advance signing, including construction warning signs, and detour signing shall be
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mounting height in center of roadway.
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SG20-6 sign
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9 meters
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3.0 meter
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separation
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(optional, and
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may be placed on
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the inside
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of support)
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1200 min., 2400 max.
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1200
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1). R11-2 and M4-10 signs should be mounted on independent supports at 2100 millimeter
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or 15 x 127
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20 x 152
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1200 min., 2400 max.
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38
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2.66
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1200 min., 2400 max.
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160
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Standards Engineer
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Traffic Operations Division - TE
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Texas Department of Transportation
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125 East 11th Street
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Austin, Texas 78701-2483
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Phone (512) 416-3335
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Fax (512) 416-3161
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E-mail [email protected]
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Stiffener
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stiffener
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35mm PERFORATED SQUARE STEEL TUBE
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Barricade striping should
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slant downward in the
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direction of detour.
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Barricade rails are to be
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reflectorized on side
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facing traffic
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Barricades shall NOT be used as a sign support.
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2.4 meter max.
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3/8 " Dia. x
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4 1/2 " long bolt
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4 1/2 " long bolt
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500
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1500
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790
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1500
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rail
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plastic
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or wood
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500
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500
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1200 min., 2400 max.
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3/8 " carriage bolts
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1/2 " machine bolts
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plastic
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or wood
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50x150x100
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plastic or wood
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50x150x1500
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75
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140
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Steel
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Channel
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Bracket
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25
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Joining
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Plate
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Joining
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Plate
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JOINING PLATE
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7/16 " Dia.
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hole
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obtained by writing or faxing:
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Flat rail
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WOOD/PLASTIC TYPE III BARRICADE OPTION
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WOOD/PLASTIC/FIBERGLASS TYPE III BARRICADE OPTION
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PERFORATED STEEL/WOOD/PLASTIC TYPE III BARRICADE OPTION
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perforated tubing
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I-Beam rails
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NOTE: If flat rails are used, refer to
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Wood/Plastic Option for vertical
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placement of rails
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(Option: tube sleeve and base may be welded)
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BARRICADES
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(SKID MOUNT TYPE)
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Mid-rail stiffener
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(optional)
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PLASTIC/FIBERGLASS TYPE III BARRICADE OPTION
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DN80 FRP Post
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DN80 FRP Post
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A list of compliant products and their sources may be
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an adequate clear zone is provided (see BC(1)).
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DISTRICT
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STATE
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COUNTY
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HIGHWAY
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SHEET
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REVISIONS
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6
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CONTROL
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SECTION
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JOB
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FEDERAL AID PROJECT
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FEDERAL
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REGION
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C TxDOT February 1998
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February 1998
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18-104-11
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\\SERVER\SWG\DRAFTING\MANUEL\18-104-HISD\2-11-SCHOOL TOPOG.DWG
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2/12/2019 2:59 PM
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11 OF 15
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1"-2"
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LEGEND
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Type III Barricade Channelizing Devices Flag
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Flagger Sign Post
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4"
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100'-150'
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X
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X
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X
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X
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PASS
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WITH
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CARE
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END
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ROAD
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AHEAD
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YIELD
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TO
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TRAFFIC
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DO
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NOT
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PASS
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ONE LANE
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BRIDGE
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100'-150'
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X
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X
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X
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X
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ROAD
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AHEAD
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DO
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NOT
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PASS
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ONE LANE
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BRIDGE
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1"-2"
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40'
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40'
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G20-2a
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48" X 24"
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R4-2
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24" X 30"
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SR1-2b
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48" X 36"
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48" X 48"
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48" X 48"
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R4-1
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24" X 30"
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CW20-1D
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48" X 48"
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CW20-1D
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48" X 48"
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R10-6
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24" X 36"
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SW3-3
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48" X 48"
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48" X 48"
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R4-1
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24" X 30"
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STOP
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RED
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HERE ON
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Signals
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Minimum
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11' - Rural
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10' - Urban (Urban Street
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Speed Conditions 30-40 mph)
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Type B High Intensity
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Flashing Warning Light
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or Flashing Beacon.
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Raised Pavement
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Markers on 40'
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c-c.
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White Edge Line
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24" Stop Line
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Double Yellow Line
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LEGEND
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Type III Barricade Channelizing Devices Flag
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Flagger Sign Post
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Minimum
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11' - Rural
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10' - Urban (Urban Street
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Speed Conditions 30-40 mph)
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White Edge Line
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24" Stop Line
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24" Stop Line
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24" Stop Line
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4"
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TCP (2-8a)
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Two-Way Traffic Control
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With Yield Signs
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(SEE NOTE 6)
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TCP (2-8b)
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Two-Way Traffic Control
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With Traffic Signal
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R10-6
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24" X 36"
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STOP
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RED
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HERE ON
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SR1-2
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42" X 42" X 42"
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YIELD
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TO
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TRAFFIC
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SR1-2b
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48" X 36"
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SR1-2
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42" X 42" X 42"
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WARNING SIGN SEQUENCE IN OPPOSITE DIRECTION SAME AS BELOW
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WARNING SIGN SEQUENCE IN OPPOSITE DIRECTION SAME AS BELOW
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Raised Pavement Markers Type II-A-A (40' spacing)
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7' minimum
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(SEE NOTE 7)
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(SEE NOTE 7)
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ONCOMING
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ONCOMING
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Temporary or Portable Traffic
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GENERAL NOTES:
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TRAFFIC CONTROL PLAN
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TCP(2-8)-03
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8-95
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4 "
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36"
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48"
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"
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Background - White
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Reflective
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Legend - Black
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SR1-2b
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2 "R
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5. Traffic control by YIELD AHEAD symbol signs for one lane two-way
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traffic control operations should be limited to structures less than
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signals should be used on other roadways.
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6. If power is available, a flashing beacon should be attached to the
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YIELD AHEAD symbol sign for emphasis.
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7. YIELD and TO ONCOMING TRAFFIC signs and other regulatory signs shall
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1.
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1 "
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48" x 36"
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6" D
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6" E
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4 "
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4 "
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4 "
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6" D
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TCP (2-8a)
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TCP (2-8b)
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3. Raised reflective pavement markers shall be placed 40' c-c on
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400' long and roadways with less than 4000 ADT. Portable traffic
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be installed at 7' minimum mounting height.
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(FLAGS-SEE NOTE 1)
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(FLAGS-SEE NOTE 1)
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ROAD WORK
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WORK
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WORK
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END
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G20-2a
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48" X 24"
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ROAD WORK
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SW3-2a
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Taper lengths have been rounded off.
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L=Length of Taper (FT.) W=Width of Offset (FT.) S=Posted Speed (MPH)
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*
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*
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*
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30
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35
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40
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45
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50
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55
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60
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Posted
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Speed
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L=
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WS
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60
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2
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Formula
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10'
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Offset
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11'
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Offset
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12'
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Offset
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Minimum Desirable
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Taper Lengths
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L=WS
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150'
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205'
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265'
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450'
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500'
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550'
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600'
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165'
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225'
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295'
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495'
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550'
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605'
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660'
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180'
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320'
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600'
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660'
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*
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*
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*
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65
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650'
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715'
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780'
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On a
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Taper
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30'
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35'
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40'
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45'
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50'
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55'
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60'
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65'
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On a
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130'-165'
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120'-150'
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110'-140'
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100'-125'
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90'-110'
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80'-100'
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70'-90'
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60'-75'
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Tangent
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Suggested Maximum
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Spacing of Device
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Minimum
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Sign Spacing
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X
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Distance
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120'
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160'
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240'
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320'
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400'
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500'
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700'
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245'
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540'
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720'
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600'
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70
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700'
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770'
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70'
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140'-175'
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840'
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800'
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*
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*
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*
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Conventional Roads Only
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2. Advance Warning signing shown for one direction.
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X
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X
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SCW5-3
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PASS
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WITH
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CARE
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R4-2
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24" X 30"
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X
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X
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SCW5-3
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1-97
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SHORT SHORT TERM INTERMEDIATE LONG TERM MOBILE DURATION STATIONARY TERM STATIONARY STATIONARY
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TYPICAL USAGE:
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XX
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M.P.H.
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SCW1-4R
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48" X 48"
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24" X 24"
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SCW13-1
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50' - 100'
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100' MIN.
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XX
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M.P.H.
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SCW1-4R
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48" X 48"
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24" X 24"
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SCW13-1
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100' MIN.
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50' - 100'
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centerline between ROAD WORK AHEAD signs and stop lines.
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8. A list of approved Portable Traffic Signals can be found on compliant
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products list.
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4-98
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Unless otherwise stated in the plans, flags attached to signs are REQUIRED.
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4. For intermediate term situations, when it is not feasible to remove and restore pavement markings, the channelization must be made dominant by using a very close spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations a maximum channelizing device spacing of 10 feet is recommended. The 10 foot channelizing device spacing recommendation is intended for the area of conflicting information and not the entire work zone.
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3-03
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Texas Department of Transportation
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FILE:
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DATE:
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Traffic Operations Division
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DN:
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CK:
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DW:
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CK:
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JOB
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COUNTY
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CONT
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SECT
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DIST
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REVISIONS
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HIGHWAY
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SHEET NO.
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168
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TXDOT
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TXDOT
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TXDOT
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TXDOT
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December 1985
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C TxDOT
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18-104-12
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\\SERVER\SWG\DRAFTING\MANUEL\18-104-HISD\2-11-SCHOOL TOPOG.DWG
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2" max.
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3"-4"
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1. Where positive redirectional
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2. Plastic construction fencing
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safety as required in the plans.
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3. Vertical Panels on flexible support
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capability is provided, drums
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may be omitted.
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SB
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SB
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SB
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SB
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6" min.
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4" min.
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3" min.
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3" min.
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20"
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45
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o
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20"
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TYPICAL STRIPING DETAIL FOR BARRICADE RAIL
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may be used with drums for
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TYPICAL PANEL DETAIL
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Typical Plastic Drum
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may be omitted if drums are used.
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FOR SKID OR POST TYPE BARRICADES
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Detour
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Roadway
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R11-2
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M4-10L
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DETOUR
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ROAD
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CLOSED
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NAME
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ADDRESS
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CITY
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STATE
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CONTRACTOR
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30 feet
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48"
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2" min.
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28" min.
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28" min.
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Flat rail
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3"-4"
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6" min.
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4" min.
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2" min.
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28" min.
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6"
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6"
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4' min., 8' max.
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TYPE III BARRICADE (POST AND SKID) TYPICAL APPLICATION
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CULVERT WIDENING OR OTHER ISOLATED WORK WITHIN THE PROJECT LIMITS
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shoulder width is less than 4 feet.
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than 12 feet, steady-burn lights
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5. Drums must extend the length of the culvert widening.
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Barricades shall NOT be used as a sign support.
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42"
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4"
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4"
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4"
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4"
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2"
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2"
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2"
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EDGELINE
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CHANNELIZER
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PLAN VIEW
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PLAN VIEW
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2. Advance signing shall be as specified elsewhere in the plans.
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PERSPECTIVE VIEW
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PERSPECTIVE VIEW
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3"-4"
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2" min.
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42" min.
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Width of Reflective Sheeting 7 inches.
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10'
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8" nominal
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These drums are not required on one-way roadway
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Stiffner
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1. Signs should be mounted on independent supports at a 7 foot mounting height in center of roadway. The signs should be a minimum of 10 feet behind Type III Barricades.
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The three rails on Type III barricades shall be reflectorized orange and reflective white stripes on one side facing one-way traffic and both sides for two-way traffic. Barricade striping should slant downward in the direction of detour.
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Each roadway of a divided highway shall be barricaded in the same manner.
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may be substituted for drums when the
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4. When the shoulder width is greater
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Increase number of plastic drums on the side of approaching traffic if the crown width makes it necessary. (minimum of 2 and maximum of 4 drums)
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TYPE III BARRICADES
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28" Cones shall have a minimum weight of 9 1/2 lbs.
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Stiffner may be inside or outside of support, but no more than 2 stiffeners shall be allowed on one barricade.
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A minimum of two drums shall be used across the work area.
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10' max.
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10' max.
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10' max.
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1. Traffic cones and tubular markers shall be a minimum of 28 inches in height when
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1. This device is intended only for use in place of a vertical panel to
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2" min.
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2" min.
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4" min. orange
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4" min. white
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4" min. orange
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4" min. white
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42" 2-piece cones shall have a minimum weight of 30 lbs. including base.
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TRAFFIC CONTROL FOR MATERIAL STOCKPILES
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Approx. 50'
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Approx. 50'
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Drums, vertical panels or 42" cones
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STOCKPILE
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Min. 2 drums or 1 Type III barricade
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Min. 2 drums or 1 Type III barricade
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used either on freeways or at nighttime.
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2. Cones or tubular markers shall be predominantly orange, fluorescent red-orange, or
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fluorescent yellow-orange. They should be kept clean and bright for maximum
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visibility.
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3. Cones used only for daytime operations do not require the reflectorized bands.
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4. Cones and tubular markers used for nighttime operations shall be reflectorized.
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Reflectorized material shall have a smooth, sealed outer surface that displays
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the same approximate color during the day and night. The reflectorized bands
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5. When used at night, appropriate personnel shall ensure that cones and tubular
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markers remain in their proper location and in an upright position.
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6. Reflectorization of 28"cones shall consist of a minimum 6 inch band placed at
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least 3 inches but not more than 4 inches from the top, supplemented by a minimum
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4 inch band spaced a minimum of 2 inches below the 6 inch band.
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7. Reflectorization of 42" cones shall be provided by alternating 4 to 6" orange and
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white stripes with orange on top.
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8. Reflectorization of tubular markers shall be a minimum of two 3 inch bands placed
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a maximum of 2 inches from the top with a maximum of 6 inches between bands.
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9. One-piece cones or tubular markers are generally suitable for temporary usage (up
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to 8 hours) with other channelization devices such as vertical panels, drums or
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two-piece cones for long term usage. Care should be taken to ensure they remain in
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their proper location and in an upright position.
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10.Cones or tubular markers used on each project shall be of the same size and shape.
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11.The handle may be designed as a hook or other shape, fabricated from non-rigid
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materials similar to the cone material, and may extend up to a maximum of 8 inches
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above the top of cone. Length of the handle shall not be considered with regard to
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the overall height of the cone.
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channelize traffic by indicating the edge of the travel lane. It is
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not intended to be used in transitions or tapers.
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2. This device shall not be used to separate lanes of traffic (opposing
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or otherwise) or warn of objects.
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3. This device is based on a 42 inch, two-piece cone with an alternate
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striping pattern: four 4 inch retroreflective bands, with an
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approximate 2 inch gap between bands. The color of the band should
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correspond to the color of the edgeline (yellow for left edgeline,
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white for right edgeline) for which the device is substituted or for
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which it supplements. The reflectorized bands shall be retroreflective
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Type C encapsulated bead (High Specific Intensity) conforming to
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Departmental Material Specification DMS-8300, unless otherwise noted.
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4. The base must weigh a minimum of 30 lbs.
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at 50' maximum spacing
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On one-way roads downstream drums or barricade may be omitted here
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Channelizing devices parallel to traffic should be used when stockpile is within 30' from travel lane.
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BC(10)-07
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8' max. length Type III Barricades
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Two-Piece cones
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One-Piece cones
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Tubular Marker
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shall be retroreflective Type C (High Specific Intensity) conforming to
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Departmental Material Specification DMS-8300, unless otherwise noted.
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G20-6
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SB
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CONES
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3" to 4"
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2" to 6"
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Legend Plastic drum Plastic drum with steady burn light or yellow warning reflector Steady burn warning light or yellow warning reflector
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Alternate
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Alternate
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Desirable stockpile location is outside clear zone.
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9-07
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BARRICADE AND CONSTRUCTION CHANNELIZING DEVICES STANDARD
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FILE:
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DATE:
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DN:
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CK:
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DW:
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CK:
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JOB
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COUNTY
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CONT
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SECT
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DIST
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REVISIONS
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HIGHWAY
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SHEET NO.
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109A
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TXDOT
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TXDOT
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TXDOT
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TXDOT
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11-4-02
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1. Refer to the Compliant Work Zone Traffic Control Devices List (CWZTCD) for details of the Type III Barricades and a list of all materials used in the construction of Type III Barricades. 2. Type III Barricades shall be used at each end of construction projects closed to all traffic. 3. Barricades extending across a roadway should have stripes that slope downward in the direction toward which traffic must turn in detouring. When both right and left turns are provided, the chevron striping may slope downward in both directions from the center of the barricade. Where no turns are provided at a closed road striping should slope downward in both directions toward the center of roadway. 4. Striping of rails, for the right side of the roadway, should slope downward to the left. For the left side of the roadway, striping should slope downward to the right. 5. Identification markings may be shown only on the back of the barricade rails. The maximum height of letters and/or company logos used for identification shall be 1". 6. Barricades shall not be placed parallel to traffic unless an adequate clear zone is provided. 7. Warning lights shall NOT be installed on barricades. 8. Where barricades require the use of weights to keep from turning over, the use of sandbags with dry, cohesionless sand is recommended. The sandbags will be tied shut to keep the sand from spilling and to maintain a constant weight. Sand bags shall not be stacked in a manner that covers any portion of a barricade rails reflective sheeting. Rock, concrete, iron, steel or other solid objects will NOT be permitted. Sandbags should weigh a minimum of 35 lbs and a maximum of 50 lbs. Sandbags shall be made of a durable material that tears upon vehicular impact. Rubber (such as tire inner tubes) shall not be used for sandbags. Sandbags shall only be placed along or upon the base supports of the device and shall not be suspended above ground level or hung with rope, wire, chains or other fasteners. 9. Sheeting for barricades shall be retroreflective Type C (High Specific Intensity) conforming to Departmental Material Specification DMS-8300 unless otherwise noted.
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18-104-13
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\\SERVER\SWG\DRAFTING\MANUEL\18-104-HISD\2-11-SCHOOL TOPOG.DWG
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2/12/2019 2:59 PM
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13 OF 15
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Texas Department of Transportation
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Traffic Operations Division
Page 15: SWG - Holchemont · swg. baker potts rd. 33. 30. 15. 32. 31. 32. 1. 2. beckham rd. 3. 11. 10. 14. 12. 34. 4. 5. 125. 1. 2. 1. 3. 4. 5. 35. 9. 2. 14. 13. 12. 7. 10. 11. 6. 8. 36. druary

SWG

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SECTION B-B
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BALED HAY FOR EROSION CONTROL
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as flat as possible to maximize the
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1. The ditch sideslopes should be graded
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less than 1/2 acre.
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for less than 3 months.
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the baled hay should be less than 50'.
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2. Where the installation will be required
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3. Where the contributing drainage area is
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exceeds 10%, the length of slope upstream
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100'. If the slope of the disturbed soil
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flows over disturbed soil for less than
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1. Where the runoff approaching the baled hay
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parallel to the ground.
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where possible 1/2
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a minimum of 50 Lbs.
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modified by the Engineer.
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of vegetative matter.
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polypropylene string. The bales shall be composed entirely
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the adjacent bales. The bales shall be placed with bindings
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The first stake shall be angled towards the previously
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laid bale to force the bales together.
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2. Hay bales shall be bound by either wire or nylon or
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4. Hay bales shall be placed in a row with ends tightly abutting
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3. Hay bales shall be embedded in the soil a minimum of 4" and
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3. Hay bales shall be embedded in the soil a minimum of 4" and
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1. Hay bales shall be a minimum of 30" in length and weigh
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5. Hay bales shall be securely anchored in place with 3/8 " Dia.
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rebar or 2" x 2" wood stakes, driven through the bales.
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6. The guidelines shown hereon are suggestions only and may be
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the additional following considerations apply:
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For Baled Hay installations in small ditches,
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5 GPM/FT of cross sectional area. Baled hay
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overland runoff. A two year storm frequency
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area along a contour to intercept sediment from
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near the downstream perimeter of a disturbed
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be filtered. The installation should be
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may be used to calculate the flow rate to
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may be used at the following locations:
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sized to filter a maximum flow thru rate of
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A Baled Hay installation may be constructed
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BALED HAY USAGE GUIDELINES
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baled hay.
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sediment has filled to the top of the
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drainage flowrate thru the hay.
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2. The ditch should be graded large enough
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to contain the overtopping drainage when
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or more often during wet weather when loss of
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Bales should be replaced usually every 2 months
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structural integrity is accelerated.
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of bale
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PROFILE VIEW
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2
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Hay Bales
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Overlap tops of
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3:1 Max.
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4" min. to
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1/2 height
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toward adjacent
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Angle stakes
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PLAN VIEW
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adjacent bale
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Angle stakes toward
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Ditch Flowline
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bale
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3:1 Max.
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GENERAL NOTES
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B
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the height of the bale.
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of bale
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4" min. to
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1/2 height
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toward previously
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laid bale
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Angle first stake
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B
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bales with hay
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Fill voids between
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3/8 " Dia. rebar
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Flow
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wood stakes
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or 2" x 2"
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Wire, nylon or
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polypropylene
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binding
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1. The guidelines shown hereon are suggestions only and
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may be modified by the Engineer.
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4' min. steel or wood posts spaced at 6' to 8'.
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upstream direction. Minimum trench size
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shall be 6" square. Backfill and hand tamp.
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side and approx. 2" across trench bottom in
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Place 4" to 6" of fabric against the trench
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wooden posts (or 4 T-Clips or sewn
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using 4 evenly spaced staples for
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Fasten fabric to top strand of welded wire mesh (W.W.M.)
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by hog rings or cord at a max. spacing of 15".
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vertical pockets for steel posts).
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Hardwood posts shall have a min. cross section of 1.5" x 1.5".
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Attach the W.W.M. & fabric on end posts
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Softwood posts shall be 3" min. dia. or nominal 2"x4".
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max. opening size shall be
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Galv. W.W.M. (12.5 Ga. min.)
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6 times with hog rings.
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sheets or rolls a min. of
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successive reinforcement
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2" x 4".
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Connect the ends of
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TEMPORARY SEDIMENT CONTROL FENCE
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Flow
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Woven filter
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fabric
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A
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Flow
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2"
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A
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90%%d
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GENERAL NOTES
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storm frequency may be used to calculate the flow rate
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to intercept sediment from overland runoff. A 2 year
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is not recommended to control erosion from a drainage
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flow through rate of 100 GPM/FT . Sediment control fence
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Sediment control fence should be sized to filter a max.
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downstream perimeter of a disturbed area along a contour
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A sediment control fence may be constructed near the
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SEDIMENT CONTROL FENCE USAGE GUIDELINES
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Backfill & hand tamp.
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to be filtered.
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area larger than 2 acres.
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SECTION A-A
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2
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3' min. width
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Filter fabric
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Flow
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6"
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2"
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90%%d
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Embed posts 18" min.
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or anchor if in rock.
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Anchor Trench
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%%U PLAN VIEW %%U
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%%U SECTION C-C %%U
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2"X4" WELDED
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WIRE FENCE
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FLOW
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FIBER
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FILTRATION
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N.T.S.
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FLOW
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8.0' MIN.
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N.T.S.
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FIBER FILTRATION
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TUBE OR COMPOSIT
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WITH ROCK SOCKS
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CURB & GUTTER
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WOOD ANCHOR
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CURB INLET
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WOOD ANCHOR
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C
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C
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CURB INLET
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2. The coarse aggregate should be open graded with a size of 4" to 8".
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indicated on the plans, but not less than 50'.
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1. The length of the type 1 construction exit shall be as
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constructed as directed by the Engineer.
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3. The approach transitions should be no steeper than 6:1 and
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6. The guidelines shown hereon are suggestions only and may
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bituminous concrete, portland cement concrete or other material
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4. The construction exit foundation course shall be flexible base,
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5. The construction exit shall be graded to allow drainage to a
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trapping device
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Drain to sediment
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50' Min.
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Foundation course
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CONSTRUCTION ENTRANCE / EXIT (TYPE 1)
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PROFILE
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be modified by the Engineer.
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sediment trapping device.
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4' Min.
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GENERAL NOTES
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as approved by the Engineer.
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Approach transition
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8" Min.
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6:1 Min.
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6" min.
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Coarse Aggregate
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PLAN
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50' Min.
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4' Min.
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Approach transition
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15' Min.
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AND ASSOCIATES, LLC
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DATE
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DESCRIPTION
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DRAWN:
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REV.
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BY
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CHECKED:
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DATE:
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SHEET:
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OF
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SIGLER, WINSTON, GREENWOOD
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SWG ENGINEERING, LLC
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WESLACO, TEXAS
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TEXAS FIRM REGISTRATION NO. F-592
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SINCE 1945
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PROJECT NO.
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MV Jr.
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FEB., 2019
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14
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15
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JGR, Jr.
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HARLINGEN CONSOLIDATED INDEPENDENT SCHOOL DISTRICT
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HARLINGEN, TEXAS
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18-104-14
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TEMPORARY EROSION, SEDIMENT & WATER POLLUTION CONTROL MEASURES FENCED & BALED HAY
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COPYRIGHT 2019 SWG ENGINEERING, LLC
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\\server\SWG\drafting\MANUEL\18-104-HISD\14-15-POLLUTION CONTROL AND NOTES
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2/12/2019 3:02 PM
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JOSE G. REYES, JR.
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93827
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2/5/2019
Page 16: SWG - Holchemont · swg. baker potts rd. 33. 30. 15. 32. 31. 32. 1. 2. beckham rd. 3. 11. 10. 14. 12. 34. 4. 5. 125. 1. 2. 1. 3. 4. 5. 35. 9. 2. 14. 13. 12. 7. 10. 11. 6. 8. 36. druary

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SWG

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%%UCONCRETE NOTES:
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FIBROUS REINFORCING OF CONCRETE
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(CURB AND GUTTER)
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GENERAL
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THIS SECTION COVERS FIBROUS CONCRETE REINFORCEMENT, INCLUDING ALL MATERIALS, LABOR, EQUIPMENT, AND
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SERVICE NECESSARY TO COMPLETE THE WORK. ALL MATERIALS PROVIDED SHALL CONFORM TO THE APPLICABLE LOCAL
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BUILDING CODES AND ASTM STANDARDS.
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AMOUNT OF FIBROUS REINFORCING REQUIRED
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APPROVED FIBROUS CONCRETE REINFORCEMENT MATERIAL AT THE RATE OF 1.5 LBS. PER CUBIC YARD OF CONCRETE
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SHALL BE ADDED TO BATCH OF CONCRETE DELIVERED TO THE PROJECT SITE.
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FIBROUS CONCRETE REINFORCEMENT
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ONE HUNDRED (100%%%) PERCENT VIRGIN POLYPROPYLENE FIBRILLATED FIBERS SPECIFICALLY MANUFACTURED FOR USE AS
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CONCRETE REINFORCEMENT, CONTAINING NO REPROCESSED OLEFIN MATERIALS. FIBROUS CONCRETE REINFORCEMENT
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SHALL BE AS MANUFACTURED BY THE FIBERMESH COMPANY, CHATTANOOGA, TENNESSEE, OR APPROVED EQUAL.
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PHYSICAL CHARACTERISTICS --
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(1) SPECIFIC GRAVITY: 0.91
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(2) TENSILE STRENGTH: 70 TO 110 KSI
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(3) FIBER LENGTHS: ½", 3/4", 1-1/2", 2" PER MANUFACTURER.
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FIBROUS CONCRETE REINFORCEMENT MATERIAL PROVIDED BY THIS SECTION SHALL PRODUCE CONCRETE CONFORMING TO
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THE REQUIREMENT FOR EACH TYPE AND CLASS OF CONCRETE REQUIRED AS INDICATED ON THE DRAWINGS AND
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SPECIFIED ELSEWHERE IN THESE SPECIFICATIONS UNDER
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CONCRETE.
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REINFORCEMENT MATERIALS WILL IMPROVE CERTAIN QUALITIES OF THE CONCRETE TO WHICH IT IS BEING ADDED, AND
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FIBROUS CONCRETE REINFORCEMENT WILL BE ADDED TO THE CONCRETE AT THE TIME THE CONCRETE IS BATCHED, AND
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THE BATCHED CONCRETE SHALL THEN BE MIXED IN STRICT ACCORD WITH THE FIBROUS CONCRETE REINFORCEMENT
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MANUFACTURER
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S INSTRUCTIONS AND RECOMMENDATIONS FOR UNIFORM AND COMPLETE DISPERSION.
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PLACE AND FINISH THE CONCRETE AS SPECIFIED IN THE
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CONCRETE
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SECTION OF THESE SPECIFICATIONS.
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%%USITE PREPARATION
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SITE PREPARATION SHOULD CONSIST OF THE FOLLOWING:
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1. CLEARING AND THE STRIPPING OF VEGETATION, ROOTS AND REMOVAL OF ANY
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MATERIALS CONTAINING SIGNIFICANT ORGANIC MATERIAL FROM THE BUILDING AREA
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AND AREAS TO BE PAVED SHOULD BE PERFORMED. SOILS WITH ORGANICS MORE
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THAN TEN PERCENT (10%%%) BY VOLUME ARE CONSIDERED TO BE ORGANIC SOILS AND
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CAN HAVE DELETERIOUS EFFECT.
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2. THE EXPOSED SUBGRADE SURFACE SHOULD THEN BE PROOF ROLLED WITH A LOADED
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HEAVY EARTHWORK PIECE OF MACHINERY SUCH AS A MOTORIZED ARTICULATED
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SCRAPER, MAINTAINER OR DUMP TRUCK TO DETECT SOFT OR LOOSE ZONES,
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FOLLOWED BY PROPER SOIL REPLACEMENT, IF NECESSARY.
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3. THE SUBGRADE SHOULD THEN BE SCARIFIED TO AT LEAST NINE (9) INCHES;
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MOISTURE CONDITIONED BETWEEN 1%%% DRY TO 3%%% WET OF OPTIMUM MOISTURE
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AND COMPACTED TO A MINIMUM OF 95%%% OF THE MAXIMUM DRY DENSITY
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DETERMINED BY ASTM D-698 (STANDARD PROCTOR).
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4. STRUCTURAL FILL MAY CONSIST OF INORGANIC SILTY CLAYS OR SANDY LEAN CLAYS
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WITH A LIQUID LIMIT OF LESS THAN 35 AND A PLASTICITY INDEX BETWEEN 10
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AND 15. THE FILL REQUIREMENTS AND COMPACTION SHOULD BE IN ACCORDANCE
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WITH RECOMMENDATIONS FOUND IN THE APPENDIX FOR SELECT FILL. BUILDING
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PADS MAY NEED SELECT FILL CONSISTING OF COMBINATION OF CUT AND FILL AFTER
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INITIAL SITE PREPARATION. THE SITE GRADE MAY BE RAISED ABOVE THE
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EXISTING GRADE FOR DRAINAGE PURPOSES.
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%%UMANHOLES AND INLETS
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TEXAS HIGHWAY DEPARTMENT SPECIFICATIONS ITEM 465
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“
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MANHOLES AND INLETS
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”
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, ITEM 471,
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FRAMES,
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GRATES, RINGS AND COVERS
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”
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AND ITEM 479,
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ADJUSTING MANHOLES AND INLETS
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”
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ARE THE GOVERNING
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SPECIFICATIONS. MANHOLES AND INLETS MAY BE EITHER PREFABRICATED OR CONSTRUCTED ON THE JOB.
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INLETS OF THE TYPE
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A
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VARIETY AS SHOWN ON THE PLANS SHALL BE MEASURED AS EACH INLET
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COMPLETE IN PLACE. MANHOLES SHALL BE MEASURED AS EACH MANHOLE COMPLETE IN PLACE.
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ADJUSTING EXISTING MANHOLES AND INLETS AS DESCRIBED ON THE PLANS SHALL BE MEASURED AS EACH
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MANHOLE OR INLET ADJUSTED COMPLETE IN PLACE.
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THE PAY ITEMS SHALL BE THE UNIT PRICE BID FOR EACH
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INLET (TYPE A)
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,
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MANHOLES
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, OR
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ADJUSTING
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MANHOLES AND INLETS
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AS CALLED FOR ON THE PLANS, WHICH PRICES SHALL BE FULL COMPENSATION FOR
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FURNISHING ALL REQUIRED MATERIALS, INCLUDING BRICK, CONCRETE, REINFORCING STEEL, FRAMES, GRATES,
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RINGS AND COVERS, EXCAVATION AND BACKFILL, TOOLS, LABOR, EQUIPMENT AND INCIDENTALS REQUIRED
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TO COMPLETE THE WORK.
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%%UTRENCH PROTECTION AND SHORING
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%%UDESCRIPTION
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THIS ITEM SHALL GOVERN FOR FURNISHING AND CONSTRUCTING TEMPORARY SHORING TO HOLD THE
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SURROUNDING EARTH, WATER OR BOTH OUT OF THE WORK AREA AND TO THE LINES AND GRADES SHOWN
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DETAILS AND DESIGN CALCULATIONS BEARING THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER FOR
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THE CONTRACTOR SHALL FURNISH SHORING THAT MEETS OR EXCEEDS THE DESIGN REQUIREMENTS.
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MATERIALS MAY BE NEW OR USED. MATERIALS SHALL NOT PRESENT A HAZARD TO THE PUBLIC, SHALL BE
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STRUCTURALLY ADEQUATE AND SHALL FULFILL THE INTENDED SHORING PURPOSE.
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%%UCONSTRUCTION METHODS
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THE CONSTRUCTION METHODS USED FOR TEMPORARY SHORING SHALL BE IN ACCORDANCE WITH THE
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APPLICABLE SPECIFICATIONS AND THE DESIGN REQUIREMENTS.
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%%UMEASUREMENT
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THIS ITEM WILL BE MEASURED BY THE SQUARE FOOT OF SURFACE AREA OF A VERTICAL PLANE BETWEEN
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THE TOP OF THE SHORING AND THE MINIMUM PROTECTION GRADE LINE SHOWN ON THE PLANS.
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THIS IS AN ESTIMATED PLAN QUANTITY MEASUREMENT ITEM, AND THE QUANTITY TO BE PAID FOR WILL BE
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THAT QUANTITY SHOWN IN THE PROPOSAL.
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%%UPAYMENT
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THE WORK PERFORMED AND MATERIALS FURNISHED IN ACCORDANCE WITH THIS ITEM AND MEASURED AS
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PROVIDED UNDER
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MEASUREMENT
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”
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WILL BE PAID FOR AT THE UNIT PRICE BID FOR
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TEMPORARY SPECIAL
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SHORING
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. THIS PRICE SHALL BE FULL COMPENSATION FOR FURNISHING AND PLACING ALL TEMPORARY
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SHORING MATERIALS; FOR DESIGN OF THE SHORING; FOR ALL NECESSARY EXCAVATION; FOR THE REMOVAL
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OF THE SHORING OR PORTIONS THEREOF; AND FOR ALL LABOR, TOOLS, EQUIPMENT AND INCIDENTALS
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NECESSARY TO COMPLETE THE WORK.
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NO PAYMENT WILL BE MADE FOR SPECIAL SHORING MADE NECESSARY DUE TO THE SELECTION OF AN
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OPTIONAL DESIGN OR SEQUENCE OF WORK THAT CREATES THE NEED FOR SHORING.
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%%UTRENCHING, BEDDING AND BACKFILL
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THE WIDTH OF THE TRENCH SHALL BE MINIMIZED, BUT SHALL BE AMPLE TO ALLOW THE PIPE TO BE LAID
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AND JOINTED PROPERLY AND TO ALLOW THE BACKFILL TO BE PLACED AND COMPACTED AS NEEDED. THE
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TRENCH SIDES SHALL BE KEPT AS NEARLY VERTICAL AS POSSIBLE. AS USED HEREIN, A TRENCH SHALL
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BE DEFINED AS THAT OPEN CUT PORTION OF THE EXCAVATION UP TO ONE FOOT ABOVE THE PIPE. THE
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WIDTH OF THE TRENCH SHALL BE SUFFICIENT BUT NO GREATER THAN NECESSARY, TO ENSURE WORKING
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ROOM TO PROPERLY AND SAFELY PLACE AND COMPACT HAUNCHING MATERIALS. THE SPACE MUST BE
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WIDER THAN THE COMPACTION EQUIPMENT USED IN THE PIPE ZONE. A MINIMUM CLEARANCE OF 4 INCHES
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BELOW AND ON EACH SIDE OF ALL PIPES TO THE TRENCH WALLS AND FLOOR SHALL BE PROVIDED.
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BEDDING CLASSES A, B, OR C, AS DESCRIBED IN ASTM C 12 (ANSI A 106.2), WATER ENVIRONMENT
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FEDERATION (WEF) MANUAL OF PRACTICE (MOP) NO. 9 OR AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)
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MOP 37 SHALL BE USED FOR ALL RIGID PIPES, PROVIDED THAT THE PROPER STRENGTH PIPE IS USED
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WITH THE SPECIFIED BEDDING TO SUPPORT THE ANTICIPATED LOAD(S). EMBEDMENT CLASSES IA, IB, II OR
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III, AS DESCRIBED IN ASTM D-2321 (ANSI K65.171) SHALL BE USED FOR ALL FLEXIBLE PIPES, PROVIDED
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THE PROPER STRENGTH PIPE IS USED WITH THE SPECIFIED BEDDING TO SUPPORT THE ANTICIPATED LOAD,
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EXCEPT THAT ASTM D-2680 MAY BE USED IF THE PIPE STIFFNESS IS 200 PSI OR GREATER. SECONDARY
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BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL
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IS SPECIFIED. DEBRIS, LARGE CLODS OR STONES GREATER THAN SIX INCHES IN DIAMETER, ORGANIC
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MATTER, OR OTHER UNSTABLE MATERIALS SHALL NOT BE USED FOR BACKFILL. BACKFILL SHALL BE
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PLACED IN SUCH A MANNER AS NOT TO DISTURB THE ALIGNMENT OF THE PIPE.
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%%UFIBERGLASS MANHOLE SPECIFICATION
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FIBERGLASS REINFORCED POLYESTER MANHOLE SHALL BE MANUFACTURED FROM COMMERCIAL GRADE
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POLYESTER RESIN OR OTHER SUITABLE POLYESTER OR VINYL ESTER RESINS WITH FIBERGLASS
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REINFORCEMENTS. MANHOLE SHALL BE A ONE PIECE UNIT, MANUFACTURED TO MEET OR EXCEED ALL
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SPECIFICATIONS OF A.S.T.M. D-3753 LATEST EDITION, WITH A MINIMUM 1/2" WALL THICKNESS.
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%%UFLEXIBLE BASE
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TEXAS HIGHWAY DEPARTMENT SPECIFICATIONS ITEM 247
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FLEXIBLE BASE TY A GRADE 1 (CRUSHED LIMESTONE)
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, IS
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THE GOVERNING SPECIFICATION. THIS ITEM INCLUDES PREPARATION OF SUBGRADE AFTER COMPLETION OF GRADING.
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ALL SUBGRADE MATERIAL SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 90%%% OF THE DENSITY AS
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DETERMINED IN ACCORDANCE WITH THE STANDARD PROCTOR DENSITY TEST.
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EXISTING BASE AND PAVEMENT DESIGNATED TO BE REMOVED AND DISCARDED.
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NEW FLEXIBLE BASE SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95%%% OF THE DENSITY AS DETERMINED IN
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ACCORDANCE WITH THE STANDARD PROCTOR DENSITY TEST.
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FLEXIBLE BASE (OF THE COMPACTED THICKNESS SPECIFIED) WILL BE MEASURED BY THE SQUARE YARD OF FINISHED
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SURFACE.
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THE PAY ITEM SHALL BE THE UNIT PRICE BID PER SQUARE YARD FOR
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FLEXIBLE BASE (OF THE COMPACTED
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THICKNESS SPECIFIED)
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, WHICH PRICE SHALL BE FULL COMPENSATION FOR ALL MATERIALS, HAULING, COMPACTION,
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LABOR, TOOLS, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK AS DESCRIBED ABOVE.
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%%UASPHALT PAVEMENT
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TEXAS HIGHWAY DEPARTMENT SPECIFICATIONS ITEM 340
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HOT MIX ASPHALTIC CONCRETE PAVEMENT
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IS THE
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GOVERNING SPECIFICATION.
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AFTER THE NEW CALICHE BASE, OR REWORKED BASE, MATERIAL HAS BEEN PROPERLY PREPARED AND COMPACTED TO
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95%%% OF STANDARD PROCTOR DENSITY, AS DETERMINED BY AND INDEPENDENT LABORATORY, AND PROPERLY CURED, IT
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WILL BE PRIMED WITH 0.20 GALLONS PER SQUARE YARD OF MC-30.
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TACK COAT SHALL BE EITHER RC-250, AND APPROVED EMULSION, OR AC-20 CUT BACK WITH KEROSENE APPLIED AT
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THE RATE OF 0.05 GALLON PER SQUARE YARD.
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ASPHALT PAVEMENT SHALL BE
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HOT MIX ASPHALTIC CONCRETE PAVEMENT,
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(CLASS A), TYPE
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D
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AT THE RATE AS
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SHOWN ON THE PLANS.
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THE STABILITY FOR THE ASPHALT PAVEMENT DESCRIBED ABOVE SHALL NOT BE LESS THAN 35.
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THE ASPHALT PAVEMENT DESCRIBED ABOVE WILL BE MEASURED BY THE SQUARE YARD, COMPLETE IN PLACE.
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ASPHALT PAVEMENT WILL BE PAID FOR UNDER THE BID ITEM FOR CUT AND REPLACING EXISTING PAVEMENT.
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%%USPRINKLING, ROLLING, ASPHALTS, OILS, AND EMULSIONS
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TEXAS HIGHWAY DEPARTMENT SPECIFICATIONS ITEMS 204 SPRINKLING, 210 ROLLING (FLAT WHEEL), 2123 ROLLING
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(PNEUMATIC TIRED) AND 300 ASPHALTS, OILS AND EMULSIONS ARE THE GOVERNING SPECIFICATIONS.
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THE WATER FOR SPRINKLING SHALL BE SECURED BY THE CONTRACTOR FROM THE IRRIGATION COMPANY, OR OTHERS,
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AND ALL SOURCES OF WATER SUPPLY WILL BE PAID FOR UNDER THE OTHER VARIOUS BID ITEMS TO WHICH IT IS
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APPLICABLE.
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2019 SWG ENGINEERING, LLC
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ON THE PLANS AND IN ACCORDANCE WITH THIS ITEM.
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UNLESS OTHERWISE SHOWN ON THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY
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%%UDESIGN
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OF THE TEMPORARY SPECIAL SHORING DESIGN. THE CONTRACTOR SHALL SUBMIT, TO THE ENGINEER,
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REVIEW AND APPROVAL.
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%%UMATERIALS
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IN OTHER WORDS, FIBROUS CONCRETE
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EXECUTION
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IN THE AMOUNT SPECIFIED.
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WILL NOT ALTER ANY OF THE OTHER QUALITIES.
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AND ASSOCIATES, LLC
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REV.
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DATE
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DESCRIPTION
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BY
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DRAWN:
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CHECKED:
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DATE:
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SHEET:
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OF
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SIGLER, WINSTON, GREENWOOD
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SWG ENGINEERING, LLC
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WESLACO, TEXAS
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TEXAS FIRM REGISTRATION NO. F-592
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SINCE 1945
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PROJECT NO.
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MV Jr.
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FEB., 2019
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15
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15
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JGR, Jr.
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HARLINGEN CONSOLIDATED INDEPENDENT SCHOOL DISTRICT
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HARLINGEN, TEXAS
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18-104-15
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GENERAL NOTES AND SPECIFICATIONS
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\\server\SWG\drafting\MANUEL\18-104-HISD\14-15-POLLUTION CONTROL AND NOTES
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2/12/2019 3:02 PM
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GENERAL NOTES: DETECTABLE WARNING DETAILS, PEDESTRIAN FACILITIES
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GENERAL NOTES 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE OF APPROACH SIDEWALKS AS DIRECTED. 2. THE MINIMUM SIDEWALK WIDTH IS 5'. WHERE THE SIDEWALK IS ADJACENT TO THE BACK OF CURB, A 6' THE MINIMUM SIDEWALK WIDTH IS 5'. WHERE THE SIDEWALK IS ADJACENT TO THE BACK OF CURB, A 6' SIDEWALK WIDTH IS ENCOURAGED. WHERE A 5' SIDEWALK CAN NOT BE PROVIDED DUE TO SITE CONSTRAINTS, A MINIMUM 3' SIDEWALK WITH 5'X 5' PASSING AREAS AT INTERVALS NOT TO EXCEED 200' IS REQUIRED. 3. LANDINGS SHALL BE 5'X 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY DIRECTION. LANDINGS SHALL BE 5'X 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY DIRECTION. 4. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 4'X 4' WHOLLY CONTAINED MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 4'X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. 5. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP SURFACES IS 2%. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP SURFACES IS 2%. 6. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS PLANTING OR OTHER NON-WALKING SURFACE OR BECAUSE THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. THERWISE, PROVIDE FLARED SIDES. 7. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT REFLECTIVE VALUE AND TEXTURE MAY BE ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT REFLECTIVE VALUE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. 8. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 9. SMALL CHANNELIZATION ISLANDS, WHICH DO NOT PROVIDE A MINIMUM 5'X 5' LANDING AT THE TOP OF CURB SMALL CHANNELIZATION ISLANDS, WHICH DO NOT PROVIDE A MINIMUM 5'X 5' LANDING AT THE TOP OF CURB RAMPS, SHALL BE CUT THROUGH LEVEL WITH THE SURFACE OF THE STREET. 10. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AS SHOWN IN THE CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AS SHOWN IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 11. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 12. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER AN ACCESSIBLE ROUTE HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER AN ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 13. CURB RAMPS AND LANDINGS SHALL BE CONSTRUCTED AND PAID FOR IN ACCORDANCE WITH ITEM 531 CURB RAMPS AND LANDINGS SHALL BE CONSTRUCTED AND PAID FOR IN ACCORDANCE WITH ITEM 531 "SIDEWALKS". 14. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 15. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 16. CURBS SHOWN ON SHEET 1 WITHIN THE LIMITS OF PAYMENT ARE CONSIDERED PART OF THE CURB RAMP FOR CURBS SHOWN ON SHEET 1 WITHIN THE LIMITS OF PAYMENT ARE CONSIDERED PART OF THE CURB RAMP FOR PAYMENT, WHETHER IT IS CONCRETE CURB, GUTTER, OR COMBINED CURB AND GUTTER. 17. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE.
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1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS OF RAISED TRUNCATED CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. 4. SHADED AREAS ON DETAILS INDICATE THE APPROXIMATE LOCATION FOR THE DETECTABLE WARNING SURFACE SHADED AREAS ON DETAILS INDICATE THE APPROXIMATE LOCATION FOR THE DETECTABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS A DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE CORNER RADIUS. 7. TXDOT MAINTAINS A LIST OF QUALIFIED DETECTABLE WARNING MATERIALS. DETAILS ARE PROVIDED HEREIN FOR TXDOT MAINTAINS A LIST OF QUALIFIED DETECTABLE WARNING MATERIALS. DETAILS ARE PROVIDED HEREIN FOR THE PLACEMENT OF LANDSCAPE PAVERS. FOR OTHER MATERIALS, REFER TO THE MANUFACTURER'S PRODUCT MANUAL FOR PROPER INSTALLATION.
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GENERAL NOTES: DETECTABLE WARNING DETAILS
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%%USTEEL NOTES:
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1.
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%%UALL REINFORCING STEEL TO BE AMERICAN MADE
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2. CHAMFER ALL EXPOSED CONC. CORNERS 1"
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3. REINFORCING STEEL CLEARANCES
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FACES EXPOSED TO WATER = 2-1/2"
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FACES EXPOSED TO EARTH = 3"
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FACES EXPOSED TO AIR = 2"
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4. LAP OR ANCHOR ALL STEEL A MINIMUM OF 30 DIA'S.
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ALL HORIZ. STEEL CONTINUOUS AROUND CORNERS.
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5. ALL REINFORCING STEEL TO BE 60KSI
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6. ALL CONCRETE STRUCTURES TO HAVE A COMPRESSIVE
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STRENGTH OF 3000 P.S.I. AT 28 DAYS.
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COPYRIGHT
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X
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E
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G
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N
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S
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R
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P
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S
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F
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L
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O
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A
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JOSE G. REYES, JR.
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93827
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2/5/2019
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ADDENDUM #1

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RD MAGAZINE VOL 2

RD MAGAZINE VOL 2

rd n°170 - cdn.

rd n°170 - cdn.

2b Mossgiel Rd - K Property

2b Mossgiel Rd - K Property

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RD MAGAZINE VOL 6

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DMR- BAOFENG RD-5R.

DMR- BAOFENG RD-5R.

RD MAGAZINE VOL 4

RD MAGAZINE VOL 4

RD MAGAZINE VOL 9

RD MAGAZINE VOL 9

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RD N 070-2020-INO-D

RD N 070-2020-INO-D

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RESPIRO 100 / RESPIRO 100 RD RESPIRO 150 / RESPIRO 150 RD · 2020-06-19 · 27 english !& # 061 $ ) &$ $+ " &" $ "& '%&( ! ! $$& . $ $' "+!& & !' &% " '%'!& + ! "' 3 $ $" & 3 %&"

RESPIRO 100 / RESPIRO 100 RD RESPIRO 150 / RESPIRO 150 RD · 2020-06-19 · 27 english !& # 061 $ ) &$ $+ " &" $ "& '%&( ! ! $$& . $ $' "+!& & !' &% " '%'!& + ! "' 3 $ $" & 3 %&"

CURRICULUM VITA SUSAN W. ARENDT PHD, RD, CHE

CURRICULUM VITA SUSAN W. ARENDT PHD, RD, CHE

PROFESSIONAL - ZEROzero-zero.co.jp/zero1.7/pdf/history/2015PRO.pdf · 流氷プロ 4 trd, hl-100/ヘルメット潜水服 tmα rd/tmα dry suits rd/tm α rd ラジアルカラー

PROFESSIONAL - ZEROzero-zero.co.jp/zero1.7/pdf/history/2015PRO.pdf · 流氷プロ 4 trd, hl-100/ヘルメット潜水服 tmα rd/tmα dry suits rd/tm α rd ラジアルカラー