2 & 3 - HAMPTON / BEVERLY / MALVERN
P
P
2608
1336
2627
2627
)
"
)"
D
1310
1
31
3
10
in
18 P
RC
P
D
"
)
D
!
(
2614
2
614
1325
1
325 - SEGMENTS 2 & 3
SELECTED ALTERNATIVE
1340
1
340
2711
11
D
2708
60
in
D
%
The Selected Alternative Will:
Alleviate street intersection flooding by providing
1333
1
333 of Service
333
the
25-year
storm
runoff
Level
1322
1
322
P
D
2618
2715
1100
1
100
2624
Alleviate finished floor flooding on residences by
providing the 100-year storm runoff Level of Service
2549
2
549
d
R
e
l
l
i
The Selected Alternative meets the City Design Standard
v
l
o
C
2632
2638
1
341
1341
2723
2644
2601
2727
DRIVEWAY ACCESS EFFECTED FOUNDATION
SUPPORT CONSTRUCTION TIME
APPROXIMATELY 6 WEEKS
2728
2611
SEGMENT 3
1400
1400
2735
1404
1
404
1115
1
115
2619
2734
14
140
2623
1
1409
1
409
2740
2746
SANITARY SEWER, WATERLINE AND GAS MAIN
RELOCATION WITHIN HAMPTON DRIVE
1412
1412
o
rw
A
od
1417
1
417
2635
Open Channel Banks
v
2752
Existing Open Channel
EXISTING CLOSED SYSTEM BETWEEN
HEADWALL AND BEVERLY DRIVE DOES NOT
2707
2707
MEET CITY STANDARD
20' Easement
3 ft
7 ft x C
RCB
(
)!
!
("
"
)
DRIVEWAY ACCESS AFFECTED
60 in
RCP
%
2701
2
701
01
3 ft
7 ft x C
RCB
2758
32
2
271
13
3
2713
Existing 36" CMP
To Remain Down To Beverly Dr
2229
60 in
RCP
"
"
))
2219
RESET STREET SIGN
SHERWOOD AVENUE
CONSTRUCTION TIME
APPROXIMATELY
4 WEEKS
2211
36 in
RCP
RESET LIGHT POLE
72
RC in
P
D
2306
ly Dr
2300
2226
2210
0
2222
Abandon Existing
36" CMP
2218
1518
1
518
51
DRIVEWAY ACCESS AFFECTED
!
(
2214
2136
2136
in
72 P
RC
RESET LIGHT POLE
2108
2108
2225
2
225
2219
Existing 48" CMP To
T Be
Replaced Down To Outlet
2229
2215
2201
220
201
!
(
)
"
)"
"
)
!
(
"
)
2217
2205
2205
!
(
2233
24 in
RCP
1532
1532
RESET FIREHYDRANT
2903
1
540
1540
HAMPTON AVE SOUTH OF
MALVERN CONSTRUCTION TIME
APPROXIMATELY 6 MONTHS 11546
546
)
!
("
2909
2909
4 ft
ft x
10 CBC
R
MALVERN ROAD
2147
2
147CONSTRUCTION TIME
2145
2
145
APPROXIMATELY
2 MONTHS
24 in
RCP
2825
4 ft
ft x
10 CBC
R
EXISTING GAS MAIN TO BE RELOCATED.
EXISTING WATER SERVICES TO BE ADJUSTED
FOR CLEARANCES WITHIN BEVERLY DRIVE
"
)
t
4f
tx C
8 f CB
R
"
")
)
2241
2
112
11
2112
2242
2236
2915
2232
2228
2220
2910
2212
2
2210
2210
)
"
Slot Inlet
2922
2945
2945
2941
2941
2926
2926
"
)
2921
%
LAG
2917
3005
300
05
5
Existing Pipes
D DD Abandoned Pipes
3019
3019
3004
3004
3025
D
2928
2928
New Pipes
3012
2924
2
924
3029
2920
920
4 ft
10 ft x
RCBC
3035
2900
3026
3
3016
016
3034
3
034
"
)
18
RC in
P
in
P
"
)"
)
140 Feet
1600
1 inch = 67 feet
1524
1516
100
1442
YR Pipe System
SELECTED ALTERNATIVE SEGMENTS 2 & 3
)
"
18 in
RCP
)
"
"
)
t
5f
ft x
10 CBC
R
1536
Hampton Storm
1500
Drainage 1506
Analysis
1434
18 in
RCP
1
RCP
15
R
"
)
"
)
t
5f
ft x
10 CBC
R
70
in
P
RC
""
)
)
1604
1
604
1608
3115
3115
3
RC
3032
3
032
"
)
3027
1
.
P
)
"
)"
Estimated Total3020
Cost
3026
Segment 3 = $0
Segment 2 = $3,120,000
0
3021
3020
3012
3
012
FEMA Floodplain
1612
3017
"
")
)
)
"
)"
2916
4ft
10ft x
RCBC
3000
3
000
2910
16
3015
"
)
)
"
)"
3021
Modified Pipes
FEMA Streams
3011
3008
Existing Open Channel
Easements
1626
4 ft
ft x
10 CBC
R
2
SANITARY SEWER, WATERLINE AND
GAS MAIN
3013
3013
WITHIN HAMPTON
DRIVE TO BE RELOCATED
2909
3005
3
)
"
)"
100-yr
Flooding Limits
2911
2905
2
3001
4 ft
ft x
10 CBC
R
REPAIR SPEED BUMP
2927
2
927
2
"
)
4 ft
ft x C
B
RC
2951
2935
2
935
Open Channel Bank
4 ft
ft x
10 CBC
R
Junction Box
"
)
S
T
3001
DRIVEWAY ACCESS AFFECTED
"
")
)
32
3
2
2918
2
9
1610
1610
2929
2
929
9
29
v
nA
(
!
2142
Headwall
2927
"
)
ft
x4
9 ft BC
RC
2136
2152
2148
Double Inlet
2914
pto
)"
"
)
Single Inlet
m
Ha
2204
2
204
2200
2200
4 ft
ft x
10 CBC
R
Legend
2
)
"
)"
2224
SEGMENT
2216
2921
t
4f
tx C
9 f CB
R
Ma
d
R
n
r
lve
1600
1
600
RESET HORSEHEAD POST MONUMENT
!
(
)
"
)"
5
1
EXISTING CLOSED SYSTEM
ALONG HAMPTON AVE
1522
1522
BETWEEN BEVERLY DR AND HANSON DR DOES
NOT MEET CITY STANDARD
2821
2821
Existing
g 36" CMP
T Be Replaced
To
2
2118
118
REPAIR
SPEED
2124
2
124 BUMP
1519
1519
2815
815
2815
2206
2206
2200
200
2200
BEVERLY DRIVE CONSTRUCTION TIME
APPROXIMATELY 4 MONTHS
2151
2151
21
51
2310
D
in
CP
CP
2314
14
d
r
e
v
e
B
!
("
")
)
48 in
RCP
D
!
(
!
(
!
(
n
72 i
RCP
2117
"
)
!
(
"
)
2201
36 in
RCP
48 in
RCP
"
"
))
18 in
RCP
D
4 in
24
P
2121
2121
36 in
RCP
"
)
"
)!
(
2207
"
)
!
(
"
)
48 in
RCP
48 in
RCP
R
nce
vide
Pro
!
(
2125
2
125
1
)
"
)"
!
(
18 in
RCP
2215
2714
2
714
HAMPTON AVE / PORTION OF BEVERLY DR
2
NORTH OF MALVERN
RD TO 2752 HAMPTON AVE
1
511
1511
2
318
2318
CONSTRUCTION TIME APPROXIMATELY 6 MONTHS
)
!"
(
2223
2708
2708
INTERSECTION DRAINAGE PROBLEM DOES NOT
1501
1
501
MEET CITY STANDARD
S
T
EXISTING SANITARY SEWER, WATERLINE AND
MAIN WITHIN BEVERLY DR TO BE
2700
2
70GAS
0
RELOCATED
1423
1423
1
e
Sh
2627
1