B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_23-27_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
EE AC
UNIT
PP
PP
PP
PPPP
E EB
E ELE
METER
E ELE
METER
E EB
G
G
T
714.881
TR PALM
G
FIRE
VALVE
POST
W W
W W
W W
W
W
WW
W
W
W W
W W
W
W W
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
WWWWWWWWWWWWWWWWWWW
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
W
W
W
W
21.42'
39.97'
14.67'
.8
7'
9.06'
21.3'
12.0'
SS
SS
CO
FH2
N 13709028.55
E 2141638.35
N 13709015.37
E 2141651.53
N 13709013.38
E 2141653.48
N 13709015.38
E 2141733.29
N 13708980.51
E 2141733.07
N 13709015.42
E 2141741.24
N 13709013.50
E 2141743.27
N 13709034.80
E 2141742.92
N 13709055.39
E 2141740.59
CU-101
FINAL SUBMITTAL
K E
N A
L L
F
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E
A
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I C
H O
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H O
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S U
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SHEET ID
B
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G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
R A
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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 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'
BLDG 615
WEST WING
DWS DWS
BLDG 615
EAST WING
DWS
DWS
DWS
DWS
DWS
DWS
D W
S
D W
S
DWS
NEW 6 IN PVC C900 FIRE WATER
CONSTRUCTION NOTES
NEW 2.5 IN PVC SCH 80 DOMESTIC WATER
NEW DOUBLE CHECK VALVE
NEW GATE VALVE
REFER DETAIL B2, SHEET C-503
SEWER AND WATER LINE CROSSING, TYPICAL
WATER LINE ABOVE SEWER LINE. MAINTAIN
MINIMUM VERTICAL SEPARATION OF 12 IN.
NEW POST INDICATOR VALVE
NEW DRY BARREL FIRE HYDRANT
REFER DETAIL A1, SHEET C-503
REFER DETAIL A4, SHEET C-503
REFER DETAIL A3, SHEET C-504
AUG 12, 2019
(TYP SEWER/WATER CROSSING)
EX FIRE HYDRANT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C1
AutoCAD SHX Text C-301
AutoCAD SHX Text B1
AutoCAD SHX Text C-302
E
AC
UNIT
E AC
UNIT
PP
E EB
E ELE
METER
E ELE
METER
E EB
G
G
T
G
W
FP FL -
FP FL +FP FL -
FH / PORT 2
G
E TRANSFORMER
E ELE
METER
SS
SANITARY SEWER MH
APPEARS TO BE INACTIVE
TC: 718.29
INVERT: 712.36
N: 13709189.4600' E:2141604.2220'
RIM ELEVATION
718.3'
U P
C101
W
CO
SS
W
W
W W
W W
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
WWWWWWWWWWW
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
RIM = 715.42+-
INV OUT EAST 708.54+_
INV IN NW = 708.54+-
INV IN N = 708.60
RIM = 715.42
INV = 709.77
RIM = 716.00 +-
INV = 712.00
RIM = 717.30+-
INV = 710.59
FF ELEV = 715.12
FF ELEV = 713.89
RIM = 714.90+-
INV = 707.08
RIM = 715.42+-
INV IN W 706.60+_
INV IN N 706.60
INV OUT E = 706.60+-
NEW DOUBLE CLEANOUT
NEW DOUBLE CLEANOUT
NEW SS MANHOLE
NEW DOUBLE CLEANOUT
(REFER PLUMBING)
NEW DOUBLE CLEANOUT
(REFER PLUMBING)
NEW SS MANHOLE
72.34'
7.
.9
1'
W
W
CO
CO
SS
CO
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N
RIM = 717.00+-
INV = 711.30
NEW DOUBLE CLEANOUT
CO
CO
RIM = 717.30+-
INV = 710.36
NEW DOUBLE CLEANOUT
(REFER PLUMBING)
NEW OWS
REFER PLUMBING FOR DETAILS
N 13709136.39
E 2141734.34
N 13709206.60
E 2141734.86
N 13709206.20
E 2141665.19
N 13709183.82
E 2141665.20
N 13709124.50
E 2141665.13
N 13709006.17
E 2141659.34
N 13709005.41
E 2141736.96
N 13709051.01
E 2141750.02
CU-102
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
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N I T
A R
Y
S
E W
L
N
E
I M
P R
O V
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E N
T S
J O
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I N
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I O
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T E
C O
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R A
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K E
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I S
S U
E
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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
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R A
M
R
A O
P
E
D
D
A Y
A N
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H W
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T E
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N
F O
R
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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 10'
20'
BLDG 615
WEST WING
BLDG 615
EAST WING
DWS
DWS DWS DWS
DWS
D W
S D
W S
DWS
FD
FD
F D
F D
CMP
C M
P C
M P
C M
P C
M P
CMP CMP CMP
CMP
CMP
NEW 6 IN PVC C900 SEWER PIPE
CONSTRUCTION NOTES
NEW SANITARY SEWER MANHOLE
REFER DETAILS A1, A2, A3, AND A4, SHEET C-505
NEW DOUBLE CLEANOUT, REFER PLUMBING
NEW DOUBLE CLEANOUT, SHEET C-506
REFER DETAIL B1, SHEET C-506
SEWER AND WATER LINE CROSSING, TYPICAL
WATER LINE ABOVE SEWER LINE. MAINTAIN
MINIMUM VERTICAL SEPARATION OF 12 IN.
AUG 12, 2019
(TYP SEWER/WATER CROSSING)
AutoCAD SHX Text 710.50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EWS
AutoCAD SHX Text
EWS
AutoCAD SHX Text
EWS
AutoCAD SHX Text
EWS
AutoCAD SHX Text
EWS
AutoCAD SHX Text
EWS
AutoCAD SHX Text
EWS
AutoCAD SHX Text
EWS
AutoCAD SHX Text
EWS
AutoCAD SHX Text
EWS
AutoCAD SHX Text B3
AutoCAD SHX Text C-302
AutoCAD SHX Text C2
AutoCAD SHX Text C-301
AutoCAD SHX Text
3'0" TYP
4 IN CONCRETE SIDEWALK
CUSHION SAND
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
F
T
M
I N
NEW 6 IN FIRE WATER LINE
2 IN SAND LEVELING COURSE
fc' = 3000 PSI
I N
PEA GRAVEL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
COMPACTED BACKFILL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
I N
6 IN TxDOT GRADES 1, 2 OR 3 COMPACTED TO 95% RELATIVE
COMPACTION ASTM D-1557 (SEE NOTE 1)
NOTE 1: CRUSHED LIMESTONE - TYPE A, GRADES 1, 2 OR 3
OF 2014 TXDOT SPECIFICATIONS FOR CONSTRUCTION
AND MAINTENANCE OF HWYS, STREETS, & BRIDGES
3'0" TYP
4 IN CONCRETE SIDEWALK
CUSHION SAND
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
V A
R I E
S
NEW 6 ALUMINIZED CMP
2 IN SAND LEVELING COURSE
fc' = 3000 PSI
I N
PEA GRAVEL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
COMPACTED BACKFILL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
I N
6 IN TxDOT GRADES 1, 2 OR 3 COMPACTED TO 95% RELATIVE
COMPACTION ASTM D-1557 (SEE NOTE 1)
NOTE 1: CRUSHED LIMESTONE - TYPE A, GRADES 1, 2 OR 3
OF 2014 TXDOT SPECIFICATIONS FOR CONSTRUCTION
AND MAINTENANCE OF HWYS, STREETS, & BRIDGES
3'0" TYP
4 IN CONCRETE SIDEWALK
CUSHION SAND
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
V A
R I E
S
NEW 6 IN SEWER LINE
2 IN SAND LEVELING COURSE
fc' = 3000 PSI
I N
PEA GRAVEL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
COMPACTED BACKFILL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
I N
6 IN TxDOT GRADES 1, 2 OR 3 COMPACTED TO 95% RELATIVE
COMPACTION ASTM D-1557 (SEE NOTE 1)
NOTE 1: CRUSHED LIMESTONE - TYPE A, GRADES 1, 2 OR 3
OF 2014 TXDOT SPECIFICATIONS FOR CONSTRUCTION
AND MAINTENANCE OF HWYS, STREETS, & BRIDGES
3'0" TYP
2 IN HOT MIX ASPHALT
PRIME COAT
TACK COAT
12 IN MIN
EXISTING PAVEMENT
F
T
M
I N
SAW CUT
PAVEMENT EDGE
EXISTING STONE BASE
CUSHION SAND
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
NEW 6 IN FIRE WATER LINE
6 IN TxDOT GRADES 1, 2 OR 3 COMPACTED TO 95% RELATIVE
COMPACTION ASTM D-1557 (SEE NOTE 1)
PEA GRAVEL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
COMPACTED BACKFILL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
I N
I N
NOTE 1: CRUSHED LIMESTONE - TYPE A, GRADES 1, 2 OR 3
OF 2014 TXDOT SPECIFICATIONS FOR CONSTRUCTION
AND MAINTENANCE OF HWYS, STREETS, & BRIDGES
3'0" TYP
2 IN HOT MIX ASPHALT
PRIME COAT
TACK COAT
12 IN MIN
EXISTING PAVEMENT
V A
R I E
S
SAW CUT
PAVEMENT EDGE
EXISTING STONE BASE
CUSHION SAND
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
NEW 6 IN SEWER LINE
PEA GRAVEL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
COMPACTED BACKFILL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
I N
I N
6 IN TxDOT GRADES 1, 2 OR 3 COMPACTED TO 95% RELATIVE
COMPACTION ASTM D-1557 (SEE NOTE 1)
NOTE 1: CRUSHED LIMESTONE - TYPE A, GRADES 1, 2 OR 3
OF 2014 TXDOT SPECIFICATIONS FOR CONSTRUCTION
AND MAINTENANCE OF HWYS, STREETS, & BRIDGES
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
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
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
U T
I L I T
Y
S
E C
T I O
O
F
C-301
NOT TO SCALE
C1
C-301
TRENCH RESURFACING BELOW SIDEWALK
FIREWATER LINE
C2
C-301
TRENCH RESURFACING BELOW SIDEWALK
SEWER LINE
C4
C-301
TRENCH RESURFACING BELOW SIDEWALK
ALUMINIZED CMP
A1
C-301
TRENCH RESURFACING BELOW AC PAVEMENT
FIREWATER LINE
A2
C-301
TRENCH RESURFACING BELOW AC PAVEMENT
SEWER LINE
AUG 12, 2019
3'0" TYP
SOD
F
T
Y P
CUSHION SAND
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
NEW 6 IN FIRE WATER LINE
PEA GRAVEL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
COMPACTED BACKFILL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
I N
I N
3'0" TYP
SOD
V A
R I E
S
CUSHION SAND
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
NEW 6 IN SEWER LINE
PEA GRAVEL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
COMPACTED BACKFILL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
I N
I N
3'0" TYP
SOD
V A
R I E
S
CUSHION SAND
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
NEW 6 IN ALUMINIZED CMP
PEA GRAVEL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
COMPACTED BACKFILL
COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557
I N
I N
US Army Corps of Engineers ®
SHEET ID
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
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
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
U T
I L I T
Y
S
E C
T I O
O
F
C-302
NOT TO SCALE
B1
C-302
TRENCH RESURFACING BELOW GRASSY AREA
FIREWATER LINE
B3
C-302
TRENCH RESURFACING BELOW GRASSY AREA
SEWER LINE
A1
C-302
TRENCH RESURFACING BELOW GRASSY AREA
ALUMINIZED CMP
AUG 12, 2019
717.137
UGW -
716.608
CON2
716.074
CON
716.472
CON
716.895
CON2
716.692
CON
716.910
CON PC
717.224
CON2 PC
716.456
CON7
716.546
CON7
716.548
CON7
716.656
CON7
716.737
CON7716.796
CON7
717.074
CON7
717.141
CON7
717.369
CON7 716.584
CON7
716.623
CON7
717.405
CON7
716.234
CON10
716.666
CON10 CLS
DRAIN
0.4' DIA.716.014
CON10 + 715.909
CON10
716.874
CON8 -
716.180
BL +
715.929
BL -
715.870
BL
716.985
CON PC
717.150
CON
717.270
CON PT
718.207
TW
717.252
BL1717.341
BL1
717.941
XP/ TOP WALL
717.381
CON +
717.464
CON
717.231
CON
717.107
BL -
717.074
COL 1.45 SQ
715.03
714.78
717.30
717.10
717.10
716.91
716.87
717.21 717.14
717.20
717.10
717.04
716.93 716.87
717.10
716.82
714.78
717.04
716.95
716.92
716.85
716.76 716.67
716.81
716.67
716.76
716.63
716.47
716.44
716.70
714.72
714.82
714.72
714.72
714.82
714.97
714.70
716.53
716.55
4'
4'
BEGIN PAV CONS
N 13709210.63
E 2141674.35
717.71
R2'
R2.5'
N 13709185.66
E 2141668.24
N 13709175.17
E 2141657.74
N 13709175.17
E 2141665.74
N 13709170.67
E 2141659.29
N 13709170.67
E 2141665.74
N 13709148.50
E 2141659.38
N 13709148.50
E 2141665.74
4'
4'
4'
18.8'
.6
7'
.1 9'
18.87'
715.42
4'
717.45
4'
R2'
R2' 5'
N 13709205.13
E 2141671.73
N 13709205.79
E 2141672.52
10.46' 46.07'
4'
717.43
717.26
BW
BW
BW
BW
BW
BW
BW
BW
BW
BC
BC
BC
BC
BC
BC
BC
BC
TC
TC
TC
TC
TC
717.64
717.45
717.55
717.20
717.15
716.97
716.94
BC
BC
BC
BC
BC
BC
BC
TC
TC
TC
TC
TC
TC
TC
717.60
TC
BC
718.20
718.00 717.47
BC
BC
TC
TC TC
RFD
RFD
RFD
4'
3'
N 13709132.31
E 2141668.22
N 13709127.62
E 2141671.65
CS-401
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
E N
L A
R G
A
I N
A G
E
P
L A
N
I
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'
2% MAX
2% MAX
2% MAX
2% MAX
2% MAX
2% MAX
X
X
X
X
BLDG 615
WEST WING
NEW SOD TIFFWAY 419 BERMUDA
CONSTRUCTION NOTES
NEW STAIRWELL
NEW 4 IN SIDEWALK
REFER ARCHITECTURAL.
NEW 6 IN VERTICAL CURB
REFER DETAIL C- 3 SHEET C-502 FOR DETAIL.
NEW VERTICAL CURB, HT 717 FEET
NEW VERTICAL CURB
NEW TRENCH DRAIN CONNECT TO EX FRENCH DRAIN
REFER DETAILS C-3 AND B-3 SHEET C-507 FOR DETAIL.
NEW VERTICAL CURB
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 DETAIL C-3 SHEET C-502 FOR DETAIL.
REFER DETAIL C-1 SHEET C-501 FOR DETAIL.
NEW EXTERIOR PORCH
REFER ARCHITECTURAL.
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
BEGIN VERTICAL CURB
NEW VERTICAL CURB
LEGEND
NEW AC PAVEMENT
NEW CONCRETE SIDEWALK
NEW SOD
NEW GRAVEL
NEW 2 IN AC PAVEMENT OVER 6 INCH BASE
TOP OF CURB ELEV (REFER THIS SHT)
REFER DET C-1 SHEET C-502 FOR DETAIL.
REFER DETAIL C-3 SHEET C-502 FOR DETAIL.
5% MAX
FF ELEV = 714.78
FF ELEV AT TOP OF INTERIOR STAIR = 717.10
CONFORM TO EX GRADE
AUG 12, 2019
GRADE TO SOUTH/SOUTHEAST TO PROVIDE
POSITVE DRAINAGE (5 FOOT BEHIND NEW CURB/WALK)
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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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
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'
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
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:
AutoCAD SHX Text
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AutoCAD SHX Text C4
AutoCAD SHX Text C-301
AutoCAD SHX Text A1
AutoCAD SHX Text C-302
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
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'
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:
AutoCAD SHX Text
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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
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RFD
4'
N 13709064.32
E 2141742.12
FINAL SUBMITTAL
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SHEET ID
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
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SCALE IN FEET
0 6'
12'
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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:
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