1 - HAMPTON / HANSON / MYERS PARK
152
28
1528
5
5 3
2225
9
!
(
9
)
!"
(
24 in
RCP
2236
2
236
4 ft
C
B
RC
"
)
3001
3001
"
)
ft
x4
0 ft BC
C
3005
3005
"
")
)
1626
1626
0
1629
1629
1635
1635
d
HAMPTON AVE CONSTRUCTION TIME
APPROXIMATELY 2 WEEKS
R
nce
vide
Pro
ft
C
2926
2
926
1620
1
620
SEGMENT 2
ft
x4
9 ft BC
2951
2951
1618
1618
"
)
)
""
)
2922
2922
2945
2945
1619
1
61
19
1610
1610
2929
2929
10
ft
Av
2918
2918
The Selected Alternative meets the City Design Standard
9f
2914
2914
1616
1
616
2927
2927
1
2910
2910
1611
1
611
Alleviate finished
floor flooding on residences by
providing the 100-year storm runoff Level of Service
1600
1600
)
""
)
2224
2224
6
16
1612
1
612
d
2228
2228
1546
1546
2921
2921
)
"
)"
f B
ton
" 9 RC
")
)
mp
Ha
!
(
2220
2
220
The Selected Alternative
Will:
1601
1601
1608
1
608
Alleviate street intersection flooding by providing
the 25-year storm runoff Level of Service
ft
10 C
R
2242
2242
1540
1540
2915
2915
4 ft
Rd
SELECTED ALTERNATIVE - SEGMENT 1
R
nce
vide
Pro
"
)
!
(
"
)
24 in
RCP
ft
x4
BC
!
(
)
"
)"
3011
3011
1
1634
1634
3015
3015
ft
C
30 9
30
1641
1641
8
"
)
WALKWAY TO BE REBUILT
10f
R
REBUILD FENCE , GATE, AND MAILBOX
AT 3034 HANSON DRIVE
"
")
)
3021
3021
3025
3
025
3017
3017
012
3012
3
3008
3008
008
)
""
)
)
""
)
3029
3029
3021
3021
10
R
3012
3012
3034
"
)
18
RC in
P
"
)"
)
1652
1
18 in
RCP
")
)
"
"
)
18 in
RCP
1434
1
4
30' Easement
1442
1442
18 in
RCP
REBUILD BRICK WALL
18 in
CP
in
18 P
RC
"
)
"
)
"
)
15 in
RCP
1506
1
506
1524
1524
"
)
")
Han
r
D
n
so
"
)
DRIVEWAY ACCESS AFFECTED
t
5f
ft x
10 CBC
R
1500
1
500
15
536
1536
3115
3033
3033
t
5f
ft x
10 CBC
R
HANSON DR CONSTRUCTION TIME
APPROXIMATELY 4 WEEKS
1727
1727
CONCRETE CURB REBUILD
t
5f
x C
ft
10 CB
R
"
)
3027
3027
15
i
CP n
18 in
RCP
)
"
)"
EXISTING SANITARY SEWER SERVICES,
WATERLINE SERVICES AND GAS
3026
3026 MAIN
SERVICES TO BE ADJUSTED FOR CLEARANCE
WITHIN HANSON DR AND HAMPTON AVE
RESET FENCE
1648
48
1648
ft
3026
3
026
3016
3016
RESET MAILBOX
1642
16
16
64
42
RESET GRATE
1401
1
401
1700
1
700
1516
1516
1411
r
D
k
Par
1425
1425
!
(
REBUILD BRICK WALL
10 f
tx
RCB 5 ft
C
rs
e
y
M
1415
1419
1
419
1431
1431
%
14
43
37
1437
1443
1443
1501
1
501
MYERS PARK DR CONSTRUCTION1507
1507
TIME APPROXIMATELY 2 WEEKS
SEGMENT 1
1
1513
513
1519
1519
529
529
1523
1523
Briar Flood Limits @ Hampton Peak During 10yr Storm
1108
1
108
1120
1120
ar
i
r
B
Legend
)
"
)"
"
)
1119
1119
Single Inlet
Double Inlet
%
Headwall
S
T
Slot Inlet
(
!
k
e
e
Cr
1111
1111
Junction Box
1
1844
1844
LAG
1902
1902
1910
1910
100-yr Flooding Limits
1800
1800
1918
1
918
100-yr Existing Limits
2002
2
002
Existing Pipes
2010
2
010
D DD Abandoned Pipes
D
Existing Open Channel
Modified Pipes
New Pipes
Tree Removal
Easements
Concrete curb
FEMA Streams
FEMA Floodplain
Estimated Total Cost = $1,100,000
.
0
70
140 Feet
1 inch = 67 feet
Hampton Storm
Drainage Analysis
100 YR Pipe System
SELECTED ALTERNATIVE SEGMENT 1