B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_36_-40_of_191.pdf
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1 2 3 4 5
D
C
B
A
US Army Corps of Engineers ®
JOINT BASE SAN ANTONIO
FORT SAM HOUSTON, TX
RENOVATION OF BUILDING 615
FINAL SUBMITTAL
AUGUST 12, 2019
323D ARMY BAND "FORT SAM'S OWN"
CONTRACT NUMBER : -
SOLICITATION NUMBER : W9126G19B3286
FORT SAM HOUSTON, TEXAS
714.498
EP
714.123
MISC CPSCLR GAS
713.574
BL
713.632
BL
714.078
BL
711.705
GATE POST
711.154
GATE POST
715.157
UGE +
712.681
CON
713.445
CON PT
715.385
CON
716.106
CON
716.789
CON
717.206
CON
716.809
CON 716.185
CON 714.214
CON 714.035
CON PC 713.881
CON
713.570
CON
713.426
CON
717.474
XP/ TOP WALL
U P
C101
716.41
716.00
715.72
715.44
715.72
716.58
716.35
715.03
714.15
714.15
714.80
714.52
714.48
715.34
715.34
713.97
713.90
711.69
713.90
713.30
713.30
713.97
711.69
713.20
713.20
714.46
714.16
713.14
713.14
711.63
711.63
714.38
714.21
714.72
715.38
714.97
714.47
715.68
716.52
4'
4'
4'
4'
11'
R1 0'
R1
R0.5'
R2
R2'
R2 .5
89.08'
21.75'15'
11.49'
716.35
715.71
715.03
714.21
714.97
715.85
714.47
715.68
714.40
714.47
715.00
715.25
714.40
713.78
713.75
713.60
713.20
713.00
716.42
714.75
716.
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BC
BC
BC
BC
BC
BC
FW
713.71
BC
FW
FW
FW
FW
FW
717.47
717.47
716.12
BC
BW
TC
TC
TC
715.85
716.35
716.00
716.00
716.22 717.40
TC
715.75
715.95
715.45
BC
BC
BC
BW
BW
FW
FW
FW
5'
FINAL SUBMITTAL
K E
N A
L L
F
R E
E S
E
A
N
I C
H O
L S
H O
U S
T O
N
T
E X
A S
J O
I N
T
B
A S
E
S
A
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O N
O
F
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T
S
M
H
U
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O N
T
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A S
R E
N O
V A
T I O
N
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F
B
U I L D
I N
G
S O
L I C
I T
A T
I O
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N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
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S U
B M
I T
T E
D
B
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D A
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C O
N T
R A
C T
C H
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K E
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B
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D R
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N
B
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I S
S U
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D
A T
E
SHEET ID
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
R A
M
R
A O
P
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R A
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A Y
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G U
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K e n a l l
C o n s u l t i n g
E n g i n e e r s
I n c
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R e g i s t e r e d
E n g i n e e r i n g
F i r m e e s e a n d
N i c h o l s
I n c e x a s
R e g i s t e r e d
E n g i n e e r i n g
F i
SCALE IN FEET
0 6'
12'
NEW SOD,
CONSTRUCTION NOTES
NEW STAIRWELL
NEW 4 IN SIDEWALK
REFER ARCHITECTURAL.
NEW 4 IN SIDEWALK
NEW 6 IN VERTICAL CURB
REFER DETAIL C-3 SHEET C-502 FOR DETAIL.
NEW FRENCH DRAIN CONNECT TO EX CATCH BASIN
REFER DETIAL C-1 SHEET C-507 FOR DETAIL.
NEW VERTICAL CURB
LIMITS OF NEW RAMP
LIMITS OF NEW HANDRAIL
E F
D E
F D
E F
D E
F D
E F
D E
F D
E F
D E
F D
E F
D E
F D
E F
D
E F
D E
F D
E F
D E
F D
E F
D
E F
D E
F D
E F
D E
F D
E F
D E
F D
E F
D E
F D
E F
D E
F D
E F
D
EFD EFD
EFD
EFD
EFD EFD EFD
EFD
EFD
EFD
EFD EFD EFD
F D
F D
F D
F D
C M
P
C M
P C
M P
C M
P C
M P
C M
P C
M P
C M
P
CMP CMP CMP
CMP
CMP
CMP CMP CMP
CMP
FD FD
CMP CMP
FD
FD
EX CB
NEW CURB RAMP
REFER DETAIL B-1 SHEET C-509FOR DETAIL.
X
5% MAX
X
5% MAX
2% MAX
2% MAX
X
8.33% MAX
X
CS-402
E N
L A
R G
E
A
I N
A G
E
P
L A
N
I I
LEGEND
NEW AC PAVEMENT
NEW CONCRETE SIDEWALK
NEW SOD
NEW GRAVEL
TIFFWAY 419 BERMUDA
LANDSCAPE GRAVEL, 3-5 IN POLISHED MEXICAN BEACH GRAVEL
5% MAX
X
FLOW LINE IN GRASSY AREA
DRAIN TOWARD FL
DRAIN TOWARD FL
DRAIN AWAY FROM VERTICAL CURB
TOWARD EX CATCH BASIN
TOP OF CURB ELEV (REFER THIS SHT)
REFER DET C-3 SHEET C-502 FOR DETAIL.
REFER SHEETS C-501 AND C-502 FOR DETAILS.
REFER SHEETS C-501 AND C-502 FOR DETAILS.
TRANSITION FROM FRENCH DRAIN
TO BURIED CMP
REFER DETIAL A-1 SHEET C-508 FOR DETAIL.
FF ELEV = 714.15 FT
BLDG 615
EAST WING
INV IN @ 709.50
INV @ 710.38
INV @ 710.48
INV @ 710.73
CONFORM TO EX GRADE
AUG 12, 2019
IMAGE OF "3-5 IN POLISHED MEXICAN BEACH" GRAVEL
GRADE TO SOUTH/SOUTHEAST TO PROVIDE
POSITVE DRAINAGE (5 FOOT BEHIND NEW CURB/WALK)
PROVIDE 2 LAYERS OF 5 OZ WEED BARRIER UNDER
LANDSCAPE GRAVEL FOR WEED CONTROL
NOTE:
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AutoCAD SHX Text C-301
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AutoCAD SHX Text C-302
AutoCAD SHX Text
714.749
UGW715.313
UGW
715.342
UGW 715.656
BL
715.529
BL
715.314
UGL
715.251
UGL
T
715.741
CON6 CON7 + 715.684
CON8 +
715.219
CON6
715.196
CON6
715.360
COL 715.170
COL
715.720
CON6 -
714.881
TR PALM
W
714.664
CON
715.438
CON1
714.813
CON
715.028
CON
715.913
CON1715.056
CON
715.108
CON PT
715.367
CON
715.691
CON
716.269
CON1
715.973
CON7
715.898
CON7
715.975
CON7
716.167
CON7
716.201
CON7
716.289
CON7
716.456
CON7
716.546
CON7
716.090
CON8
716.018
CON8
714.975
COL
715.663
CON7 CLS
715.655
BL
715.540
BL -
FP FL -
FP FL +
714.279
BL
715.467
RFD
FP FL -
716.298
CON9
DRAIN
0.4' DIA.716.014
CON10 + 715.909
CON10
716.030
CON8
715.940
TV
715.870
BL
715.756
BL -
725.159
RAIL
716.15
715.30
716.30
716.64
716.70
715.93
716.48
715.98
716.24
716.39
716.00
715.92
715.74
715.67
716.34
716.25
716.22
716.11
716.09
716.01
715.03
715.03
715.24716.43
716.44
716.33
716.93 717.06
716.94 717.07
715.86
715.94
716.05
716.10
716.33
716.16
716.07
716.03
715.98
715.98
716.63
716.63
716.44
716.37
715.92
N 13709074.39
E 2141654.49
N 13709073.89
E 2141668.24
N 13709069.39
E 2141656.99
N 13709069.39
E 2141665.74
8.75'
.2
4'
.6
7'
5'
8.75'
4'
5'
4'
4'
N 13709036.89
E 2141645.81
N 13709041.89
E 2141661.24
N 13709041.89
E 2141665.74
N 13709019.42
E 2141659.24
N 13709017.42
E 2141680.53
N 13709024.67
E 2141678.03
R2'
R2.5'
R2'
716.60
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BC
BC
BC
BC
BC
BC
FW
FW
FW
FW
FW
BC
TC
TC
TC
716.84
716.75
716.72
716.65
716.61
716.59
716.51
716.43
TC
BC
BC
BC
BC
BC
BC
BC
BC
TC
TC
TC
TC
TC
TC
TC
RFD
RFD
RFD
RFD RFD
4'
4'
N 13709046.89
E 2141668.24
4'
14.79'
R2
49.47'
13'716.26
FW
.4
7'
6'
715.76
BC
FINAL SUBMITTAL
K E
N A
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F
R E
E S
E
A
C
H O
L S
H O
U S
T O
N
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E X
A S
J O
I N
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B
A S
E
S
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O N
O R
T
S
U
S T
O N
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E X
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N O
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U I L D
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R A
C H
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K E
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B
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B
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I S
S U
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A T
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SHEET ID
B
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D
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F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
R A
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F O
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I C
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K e n a l l
C o n s u l t i n g
E n g i n e e r s
I n c
T e x a s
R e g i s t e r e d
E n g i n e e r i n g
F i e e s e a n d
N i c h o l s
I n x a s
R e g i s t e r e d
E n g i n e e r i n g
F i
SCALE IN FEET
0 6'
12'
NEW SOD, TIFFWAY 419 BERMUDA
CONSTRUCTION NOTES
NEW 4 IN SIDEWALK
REFER ARCHITECTURAL.
NEW 6 IN VERTICAL CURB
NEW VERTICAL CURB
NEW TRENCH DRAIN CONNECT TO EX FRENCH DRAIN
NEW VERTICAL CURB
NEW EXTERIOR PORCH
X
E F
D
EX TREE
E F
D E
F D
E F
D E
F D
E F
D E
F D
E F
D E
F D
E F
D E
F D
E F
D E
F D
E F
D E
F D
E F
D E
F D
E F
D
E F
D
E F
D
E F
D
E F
D
E F
D
E F
D
E F
D
E F
D
E F
D
E F
D
E F
D
X
X
X
2% MAX
2% MAX
2% MAX
2% MAX
CS-403
E N
L A
R G
A
I N
A G
E
P
L A
N
I I I
LEGEND
NEW AC PAVEMENT
NEW CONCRETE SIDEWALK
NEW SOD
NEW GRAVEL
END VERTICAL CURB
5% MAX
NEW 2 IN AC PAVEMENT OVER 6 INCH BASE
TOP OF CURB ELEVS (REFER THIS SHT)
REFER DET C-1 SHEET C-502 FOR DETAIL.
REFER SHEETS C-501 AND C-502 FOR DETAILS.
REFER DETIAL C-1 SHEET C-501 FOR DETAIL.
REFER DETAIL C- 3 SHEET C-502 FOR DETAIL.
REFER DETAIL C-3 SHEET C-502 FOR DETAIL.
REFER DETAILS C-3 AND B-3 SHEET C-507 FOR DETAIL.
BLDG 615
WEST WING
CONFORM TO EX GRADE
AUG 12, 2019
IMAGE OF "3-5 IN POLISHED MEXICAN BEACH" GRAVEL
TRENCH DRAIN NOTE
1) U/S END ELEV = S/W ELEV LESS 10 IN
2) D/S END ELEV = U/S ELEV LESS LENGTH OF TRENCH
DRAIN X 1% SLOPE
3) REFER C-3, SHT C-507 FOR ELEV DETAIL.
PROVIDE 2 LAYERS OF 5 OZ WEED BARRIER UNDER
LANDSCAPE GRAVEL FOR WEED CONTROL
NOTE:
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711.947
CON713.336
CON
710.622
UGE -
712.721
STV
712.802
CON4 712.923
CON4
713.442
CON4
713.812
CON4
713.163
EP
712.724
EP
712.024
EP
712.328
EP
712.892
EP -
711.884
CON5
712.650
COD
714.690
BH B-3
715.157
UGE +
713.983
UGE -
714.202
UGW
715.204
UGW1 -
714.280
UGL
715.219
CON6
715.196
CON6
715.287
CON6
715.442
CON6 715.311
CON6
715.720
CON6 -
714.687
BL +
714.419
BL
714.135
BL
U P
714.15
715.03
715.03
715.34
715.34
715.00 714.20
713.03
713.90
713.70
713.00
713.06
714.70
713.80
712.97
713.00
713.00
712.50
713.64
713.87
713.73
713.81
713.30
713.97
711.69
713.20
713.14 711.63
713.08
713.23
712.50
N 13709099.17
E 2141726.54
N 13709099.17
E 2141754.90
N 13709065.87
E 2141755.16
77.07
N 13709019.67
E 2141755.24
6.5'
28.05'
4'
4'
4'
4'
R10'
R2'
R2'
713.00
713.00
714.70
715.04
713.00
713.00
712.50
712.50
711.80
712.00
712.73
712.90
712.90
712.90
713.00
712.77
712.27
714.50
4' 55.81'
R0.
5'
R1'
712.80
715.04
714.97
712.84
R2' R0.5'
1'
1'
5'
713.13
6'
BW
BW BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
FW
BW
BC
FW
BC
BC
BC
BC
BC
FW
FW
FW
FW
BC
BC
RFD
RFD
RFD
RFD
RFD
4'
N 13709064.32
E 2141742.12
FINAL SUBMITTAL
K E
N A
L L
F
R E
E S
E
A
C
H O
L S
H O
U S
T O
N
T
E X
A S
J O
I N
T
B
A S
E
S
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O N
O R
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S
U
S T
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U I L D
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C H
E C
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N
B
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S U
E
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A T
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B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
R A
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R
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P
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F O
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T R
I C
T
K e n a l l
C o n s u l t i n g
E n g i n e e r s
I n c
T e x a s
R e g i s t e r e d
E n g i n e e r i n g
F i e e s e a n d
N i c h o l s
I n x a s
R e g i s t e r e d
E n g i n e e r i n g
F i
SCALE IN FEET
0 6'
12'
F
D
F
D
F
D
F
D
E F
D E
F D
E F
D
E F
D E
F D
E F
D E
F D
E F
D E
F D
E F
D E
F D
E F
D E
F D
E F
D
E F
D E
F D
E F
D
E F
D E
F D
E F
D
E F
D
E F
D E
F D
E F
D E
F D
E F
D
E F
D
E F
D E
F D
E
F D
E
F D
E
F D
E
F
D
E
F D
E
F
D
E
F
D
E
F D
E
F D
E
F D
E
F
D
E
F D
E
F D
E
F D
E
F
D
E
F D
E
F D
E
F
D
E
F
D
EX CB
NEW SOD, TIFFWAY 419 BERMUDA
CONSTRUCTION NOTES
NEW STAIRWELL
NEW 4 IN SIDEWALK
REFER ARCHITECTURAL.
NEW 6 IN VERTICAL CURB
LIMITS OF NEW HANDRAIL
5% MAX
X
X
2% MAX
2% MAX
2% MAX
CS-404
E N
L A
R G
A
I N
A G
E
P
L A
N
I V
LEGEND
NEW AC PAVEMENT
NEW CONCRETE SIDEWALK
NEW SOD
NEW GRAVEL
NEW LANDSCAPE GRAVEL
3-5 IN POLISHED MEXICAN BEACH GRAVEL
NEW TRENCH DRAIN CONNECT TO EX FRENCH DRAIN
REFER DETAILS A-3 SHEET C-509 FOR DETAIL.
REFER SHEETS C-501 AND C-502 FOR DETAILS.
NEW SOD, TIFFWAY 419 BERMUDA
REFER DETAIL C- 3 SHEET C-502 FOR DETAIL.
REFER DETAILS C-3 AND B-3 SHEET C-507 FOR DETAIL.
BLDG 615
EAST WING
FF ELEV = 713 FT
FF ELEV = 713 FT
CONFORM TO EX GRADE
AUG 12, 2019
NEW STAIR/STOOP
REFER DETAIL A- 1 SHEET C-502 FOR DETAIL.
IMAGE OF "3-5 IN POLISHED MEXICAN BEACH" GRAVEL
TRENCH DRAIN NOTE
1) U/S END ELEV = S/W ELEV LESS 10 IN
2) D/S END ELEV = U/S ELEV LESS LENGTH OF TRENCH
DRAIN X 1% SLOPE
3) REFER C-3, SHT C-507 FOR ELEV DETAIL.
PROVIDE 2 LAYERS OF 5 OZ WEED BARRIER UNDER
LANDSCAPE GRAVEL FOR WEED CONTROL
NOTE:
AutoCAD SHX Text
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711.628
CU
710.964
CU - CU + H1.25 V-0.01
710.953 T
711.947
CON713.336
CON
711.454
CON
711.120
CON
713.812
CON4
714.498
EP
714.123
MISC CPSCLR GAS
713.163
EP
713.574
BL
713.632
BL
714.078
BL
711.154
GATE POST
712.585
CON
712.681
CON
713.445
CON PT
715.385
CON
714.214
CON 714.035
CON PC 713.881
CON
713.570
CON
713.80
713.97
713.90
711.69
713.73
713.81
713.90
713.30
713.30
713.97
711.60
711.60
711.69
713.20
713.20
714.46
714.16
713.14
713.14
711.63
711.63
714.38
714.21
714.72
714.47
713.23
4' 4'
11'
R1 0'
R1
R0.5'
R2'
R2
21.75'15' 12.85'
11.49'
18'
9'
23' APPROX
714.21
714.47
714.40
714.40
713.78
713.75
713.60
713.20
712.90
712.90
713.00
711.10
711.10
56.40'
5'
BC
BC
BC
BC
BC
BC
FW
FW
FW
713.71
BC
716.00
716.00
SDSTORM
MANHOLE
SDSTORM
MANHOLE
FINAL SUBMITTAL
K E
N A
L L
F
R E
E S
E
A
C
H O
L S
H O
U S
T O
N
T
E X
A S
J O
I N
T
B
A S
E
S
T
O N
O R
T
S
U
S T
O N
T
E X
A S
R E
N O
V A
T I O
N
O
F
B
U I L D
I N
G
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
R A
M
R
A O
P
E
R A
M
R
A O
P
E
D
D
A Y
A N
A N
D A
P
E
A N
S I
D
A U
G U
W G
B
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S O
U T
H W
E S
T E
V
I S
I O
N
F O
R
S
T R
I C
T
K e n a l l
C o n s u l t i n g
E n g i n e e r s
I n c
T e x a s
R e g i s t e r e d
E n g i n e e r i n g
F i e e s e a n d
N i c h o l s
I n x a s
R e g i s t e r e d
E n g i n e e r i n g
F i
SCALE IN FEET
0 6'
12'
EX PARKING STALLS
EX PERIMETER FENCE
NEW SOD, TIFFWAY 419 BERMUDA
CONSTRUCTION NOTES
NEW STAIRWELL
NEW 4 IN SIDEWALK
REFER ARCHITECTURAL.
NEW 4 IN SIDEWALK
NEW 6 IN VERTICAL CURB
NEW CURB RAMP
NEW LANDSCAPE GRAVEL
NEW HANDICAPPED ACCESSIBLE PARKING
NEW CROSSWALK STRIPING
8.33% MAX
8.33% MAX
2 % MAX
CS-405
E N
L A
R G
A
I N
A G
E
P
L A
N
V
NEW 2 IN AC PAVEMENT OVER 6 INCH BASE
3-5 IN POLISHED MEXICAN BEACH GRAVEL
REFER SHEETS C-501 AND C-502 FOR DETAILS.
REFER SHEETS C-501 AND C-502 FOR DETAILS.
REFER DETAIL C- 3 SHEET C-502 FOR DETAIL.
REFER DETAIL A-1 SHEET C-508 FOR DETAIL.
REFER DETAIL B-3 SHEET C-509 FOR DETAIL.
REFER DETAIL C-1 SHEET C-508 FOR DETAIL.
REFER DETAIL C-1 SHEET C-501 FOR DETAIL.
LEGEND
NEW AC PAVEMENT
NEW CONCRETE SIDEWALK
NEW SOD
NEW GRAVEL
CONFORM TO EX GRADE
AUG 12, 2019
IMAGE OF "3-5 IN POLISHED MEXICAN BEACH" GRAVEL
PROVIDE 2 LAYERS OF 5 OZ WEED BARRIER UNDER
LANDSCAPE GRAVEL FOR WEED CONTROL
NOTE:
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2 IN HOT MIX AC
6 IN ABC COMPACTED TO 95%
RELATIVE
COMPACTION, ASTM D-1557
6 IN SCARIFIED AND RECOMPACTED
SUBGRADE NOT LESS THAN 95% STD
PROCTOR DENSITY (ASTM D-1557) (TYP)
I N
I N
I N
I N
V
R
I E
S
R E
F E
R
P
L A
N S
CONCRETE SIDEWALK
fc' = 3000 PSI
RAISED VERTICAL
CURB
BUILDING BEYOND
2 IN SAND COMPACTED TO 95 PCT
RELATIVE COMPACTION, ASTM D1557
SCARIFY 6 IN SUBGRADE
COMPACTED TO 95 PCT RELATIVE
COMPACTION, ASTM D1557
4 IN
I N
6 IN
I N
IN EJ
9 IN TxDOT GRADES 1, 2 OR 3 COMPACTED
TO 95% RELATIVE COMPACTION
ASTM D-1557
6" X 6" W2.9 x W2.9
WELDED WIRE MESH
CONCRETE SIDEWALK
fc' = 3000 PSI
TACK COAT
2 IN HOT MIX AC
6 IN
I N
6 IN
I N
I N
I N
BUILDING BEYOND
2 IN SAND COMPACTED TO 95 PCT
RELATIVE COMPACTION, ASTM D1557
SCARIFY 6 IN SUBGRADE
COMPACTED TO 95 PCT RELATIVE
COMPACTION, ASTM D1557
IN EJ
9 IN TxDOT GRADES 1, 2 OR 3 COMPACTED
TO 95% RELATIVE COMPACTION
ASTM D-1557
6 IN TxDOT GRADES 1, 2 OR 3 COMPACTED
TO 95% RELATIVE COMPACTION
ASTM D-1557
6" X 6" W2.9 x W2.9
WELDED WIRE MESH
CONCRETE SIDEWALK
fc' = 3000 PSI
SOD
6 IN
I N
6 IN
I N
I N
I N
BUILDING BEYOND
2 IN SAND COMPACTED TO 95 PCT
RELATIVE COMPACTION, ASTM D1557
SCARIFY 6 IN SUBGRADE
COMPACTED TO 95 PCT RELATIVE
COMPACTION, ASTM D1557
IN EJ
9 IN TxDOT GRADES 1, 2 OR 3 COMPACTED
TO 95% RELATIVE COMPACTION
ASTM D-1557
6" X 6" W2.9 x W2.9
WELDED WIRE MESH
CONCRETE SIDEWALK
fc' = 3000 PSI
I N
6 IN
I N
I N
BUILDING BEYOND
2 IN SAND COMPACTED TO 95 PCT
RELATIVE COMPACTION, ASTM D1557
SCARIFY 6 IN SUBGRADE
COMPACTED TO 95 PCT RELATIVE
COMPACTION, ASTM D1557
IN EJ
6" X 6" W2.9 x W2.9
WELDED WIRE MESH
US Army Corps of Engineers ®
SHEET ID
U
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
R
R
D E
S I G
N E
D
B
Y
R
R
S U
B M
I T
T E
D
B
Y
K
F
N I
S I Z
E
C H
E C
K E
D
B
Y
D
D
A N
S I
D
F I L
M
E
I S
S U
E
D
A T
E
A U
G U
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
F I
U M
B E
R
1 2 3 4 5
D
C
B
A
J O
I N
T
B
A S
E
S
T
O N
O R
T
S
U
S T
O N
T
E X
A S
R E
N O
V A
B
D
G
W G
B
K E
N A
L L
F
R E
E S
E
A
C
H O
L S
H O
U S
T O
N
T
E X
A S
FINAL SUBMITTAL
F O
R
S
T R
I C
T
P A
V E
M E
D
E W
A
K
T
A I
O
F
C-501
NOT TO SCALE
C1
C-501
AC PAVEMENT SECTION
C3
C-501
CONC SIDEWALK W/RAISED VERTICAL CURB
B1
C-501
CONC SIDEWALK W/FLUSH CURB
ADJACENT TO PAVEMENT
B3
C-501
CONC SIDEWALK W/FLUSH CURB
ADJACENT TO GRASSY AREA
AUG 12, 2019
A1
C-501
CONC SIDEWALK
File details come from the government source that posted it.