B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_20-22_of_191.pdf
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B615 Final Design Plans Sheet 20 - 22 of 191
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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
N D
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
T
O N
O
F
O R
T
S
M
H
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 T
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
S
W G
B
U S
A
R M
Y
C
O R
P
E
N G
I N
E E
R S
S O
U T
H W
E S
T E
R
V
I S
I O
N
F O
W
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 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
AutoCAD SHX Text A1
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
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
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
P
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
W
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 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, 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
E
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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