CI
68LF-18"RCP
15" RCP
FL= 10.00
TOP EL.= 18.12
INV = 5.75
S-#14A
S-#15
S-#15A
S-#15B
TOP EL.= 18.56
S-15A
242FL-30" RCP
95FL-34"x53" ERCP
24" RCP
FL -1.10
FL 0.17(LT)
18" RCP
261' OF 8" V.C. @ 0.40%%%
CI# S-38
44'-24"x38"
17'-30" RCP
W. INV = 1.49
S. INV  = 0.19
DBL. 24"x 38" ELLIP. RCP
FL -1.07
CI# S-36
33'-15" RCP
E. INV 1.51
E. INV 7.85
285LF-36" RCP
12" FL 7.39
FL  4.00
FL  2.92
W. INV = 6.47
S. INV = 5.17
N. INV = 5.22
5'-30"
38'-15"
35'-30"
?
H-5A
WA-9A
WA-8A
30" RCP
OR-6B
OR-8A
WE-61C
FI-2
FI-1
12" PVC
6" ADS
18"RCP
36" CMP
BN-18
BN-16A
BN-21B
BN-21A
BN-21
BN-20
BN-17
BN-16
BN-15A
BN-15
BN-14
BN-19
36" RCP
OR-10A
H-7
H-6
FLUME
12" RCP
BOT. EL. 17.70
15" CMP
10" ADS
INLET# WE-69B
INLET# WE-69A
NO-DD
NO-CC
NO-AA
OR-16A
INLET# WE-40A
18" CMP
WE-F
WE-E
WE-D
12" ADS
18" ADS
WE-A
WE-B
WE-C
WE-G
WE-H
WE-120B
WE-120A
WE-EE
WE-DD
WE-CC
WE-BB
36"RCP
25 YR. 19.83
STAGE WATER ELEV.
POND PEAK
STR. 39
STR. 38
STR. 37
STR. 35
STR. 36
STR. 34
STR. 33
STR. 32
STR. 30
STR. 24
STR. 23
STR. 20
STR. 19
STR.16
STR.15
STR.14
STR.14A
STR.14B
STR.14C
15" ADS
15"CMP
24" CMP?
18" CMP?
12"ADS
30"RCP
15"RPC
MLK-34A
24"RCP
MLK-34
MLK-33
MLK-32
FO-1A
BN-13
BN-12
BN-11
BN-10
BN-9
BN-8
BN-7
BN-6
BN-5
BN-4
BN-3
BN-B
BN-A
BN-2
BN-1
ES-8
ES-5
ES-6
ES-7
ES-4
ES-3
ES-2
SP-4   POND
ES-1
SP-1
SP-2
SP-3
WA-6
EN-4A
EN-4B
FR-1B
FR-1A
WH-9A
WH-7A
WH-5A
WH-3A
WH-2A
WH-1A
MLK-22
KI-3
KI-5
MLK-23
MLK-1A
MLK-2A
MLK-7A
MLK-7B
MLK-18
MLK-16B
MLK-16C
MLK-16D
MLK-16E
MLK-16F
MLK-16G
24"
36"
15"
WE-110A
WE-110B
WE-109B
WE-109A
WE-106A
WE-103A
RW-5
RW-3
RW-4
RW-1
RW-2
WS-28A
WS-25A
VE-20
WE-17S
WE-16B
WE-10A
PM-4
PM-3
PM-2
PM-1
EN-5
EN-4
EN-3
EN-2
HR-8
HR-7
EN-1
HR-6
HR-5
HR-4
HR-3
HR-2
HR-1
WL-5
WL-4
WL-3
WL-2
WL-1
WH-10
WH-9
WH-8
WH-7
WH-6
WH-5
WH-4
WH-3
WH-2
WH-1
MLK-16A
BE-1
BE-2
WE-8C
WE-8B
WE-3A
WE-8A
WE-6E
WE-6D
WE-6C
WE-7E
WE-6B
WE-6G
WE-7F
RO-4
RO-3
RO-2
RO-1
WE-20B
WE-20A
WE-03A
WE-3B
WE-7A
WE-9A
POND
VE-19
VE-18
VE-16
VE-12
VE-17
VE-15
VE-14
VE-13
VE-11
VE-10
VE-9
VE-8
VE-7
VE-6
VE-5
VE-4
VE-3
VE-2
VE-1
WA-5
WA-4
WA-2
HI-14
HI-13
HI-12
HI-11
HI-10
HI-9
HI-8
HI-7
HI-6
HI-5
HI-4
HI-2
HI-1
CE-7
CE-6
CE-5
CE-3
CE-2
CE-1
NO-10
NO-9
NO-8
NO-7
NO-5
NO-4
NO-3
NO-2
NO-1
WE-75A
WE-77A
WE-75
WE-72A
WE-73A
OR-14C
OR-14B
OR-14A
OR-9A
WE-70A
WE-61B
WE-61A
WE-60A
WE-60
WE-59B
WE-59A
OR-8B
OR-6A
INLET# OR-4A
CO-24
CO-23
CO-22
CO-19
CO-18
CO-20
CO-21
CO-17
CO-16
CO-15
CO-14
CO-13
CO-12
CO-11
CO-10
CO-9
CO-8
CO-7
CO-6
CO-5
CO-4
CO-3
CO-2
CO-1
MLK-21
MLK-20
MLK-19
MLK-18A
MLK-17
MLK-16
MLK-15
MLK-14
MLK-12
MLK-11
MLK-13
MLK-10
MLK-9
MLK-8
MLK-3
MLK-2
MLK-5
MLK-7
MLK-6
MLK-4
MLK-1
HA-5
HA-4
WA-9
WA-10
WA-8
WA-7
WA-3
L-2
L-1
H-8
H-9
H-5
H-4
H-3
H-1
INLET# H-2
WE-04
WE-03
E-1
WE-02
WS-29
WS-28
WS-30
WS-27
WS-26
WS-18B
WS-25
WE-24
WE-23
WE-22
WE-21
WS-20
WS-19
WE-18
WE-17N
WE-16
WE-15
WE14
WE-13
WE-12
WE-11
WE-10
WE-9
WE-8
WE-7D
WE-6F
WE-4
WE-5
WE-3D
WE-2C
WE-1
WE-14A
WE-15A
WE-16A
WE-18A
WE-17A
\A1;PROPOSED
HAYBALES
\A1;246 SQ. FT.
RIP-RAP
TOP OF BERM
EL. 9.0
C.O.
INV. 7.31
CONST. 172 LF~
6" UNDERDRAIN @
S = 0.56%
C.O.
INV. 6.35
C.O.
INV. 7.32
CONST. 173 LF~
6" UNDERDRAIN @
S = 0.56%
\A1;PROPOSED
SILTFENCE
0.5' MINIMUM DEPTH
AS NECESSARY TO MAINTAIN
SWALES FROM LOT 11 TO LOT 17
ADD FILL TO EAST SIDE OF
CONST. 240 LF~
BULKHEAD - SEE
DETAIL SHT. C-11
INV. 4.62
TOP EL. 5.75
15" HDPE BASIN
\A1;CONST. 38 LF~
4" PVC @
S = 0.11%
\A1;4" PVC
INV. 4.60
15" HDPE BASIN
TOP EL. 6.50
INV. 4.66
CONST. 33 LF~
4" PVC @
S = 0.11%
15" HDPE BASIN
TOP EL. 6.50
INV. 4.70
\A1;CONST. 50 LF~
4" PVC @
S = 0.11%
95 SQ. FT. RIP-RAP
(18" EACH SIDE OF WEIR)
15" HDPE BASIN
TOP EL. 6.00
INV. 4.75
6' WEIR
CREST EL. 6.37
SEE DETAIL SHT. C-11
S-5
CURB INLET
GRATE EL. 8.07
INV. 5.39 (N)
INV. 2.75 (E)
S-6
CURB INLET
GRATE EL. 8.07
INV. 5.39 (N)
INV. 2.67 (W)
INV. 2.42 (E)
\A1;CONST. 27 LF~
15" RCP @
S = 0.31%
S-7
TYPE "C" INLET
GRATE EL. 7.70
24"W SLOT EL. 6.70 (NW,SE)
INV. 1.85 (W)
INV. 0.98 (N)
CONST. 126 LF~
18" RCP @
S = 0.45%
CONST. 187 LF~
24" RCP @
S = 0.19%
S-8
TYPE "C" INLET
GRATE EL. 8.00
24"W SLOT EL. 7.00 (NW&S)
INV. 0.62 (S,NW)
S-9
TYPE "C" INLET
GRATE EL. 8.40
INV. EL. 0.42 (SE,NW)
CONST. 169 LF~
24" RCP @
S = 0.12%
S-10
TYPE "E" INLET
GRATE EL. 9.20
24"W SLOT EL. 7.40 (SE)
24"W SLOT EL. 8.00 (NW)
INV. 0.16 (NW,SE)
CONST. 142 LF~
24" RCP @
S = 0.18%
CONST. 73 LF~
24" RCP @
S = 0.20%
S-11
M.E.S.
INV. 0.00
TOB EL. 8.00
NWL EL. 4.82
25 YR HWL EL. 7.09
BOT EL. -1.20
\A1;MATCH EXISTING
PAVEMENT
CONST. 65 LF~
2' B.W. SWALE
@ S = 0.46%
CONST. 130 LF~
2' B.W. SWALE
@ S = 0.85%
CONST. 160 LF~
2' B.W. SWALE
@ S = 0.50%
CONST. 133 LF~
2' B.W. SWALE
@ S = 0.53%
CONST. 38 LF~
2' B.W. SWALE
@ S = 0.53%
CONST. 54 LF~
2' B.W. SWALE
@ S = 1.48%
CONST. 280 LF~
2' B.W. SWALE
@ S = 2.30%
2-36" ADS
2-30" ADS
30" FDOT
18"
48"
42"
18'
30"
54"
12"
24"ADS
18"CMP
18"ADS
18"RPC
48"RCP
15"RCP
24"RPC
30"RCP?
24"CMP
4"PVC
20"ADS
12"RCP
12"CMP
CURRENT
30" CMP
30"CMP
36"CMP
DEAD EOP
VACUME
12"PVC
18"CMP DOUBLE
24"CMP OBLONG
6" ADS FRENCH DRAIN
6"ADS
8"ADS
24' RCP
12"AVC
38"RCP
48"CMP
48" CMP
32" CMP
42" CMP
54" CMP
BURRIED
42" RCP
42"CMP
WE-5A ??
60" CMP
12" CMP
CULVERT
MH FLUME INLET
12"RPC
CMP
EOP
6' H X 10'W
9'H X 10'W
INLET# BE-2
EOP# OA-18
EOP #PA-17
EOP #PA-19
8" RCP
X 2
20" CMP
30" CMP X2
24" CMP
24" ACP
24" RCD
BOX CULVERT
DITCH
CONCRETE
CONCRETE DITCH
35.3'
42.5'
27.6'
275.6'
48.1'
29.6'
147.4'
29.7'
186.9'
31.3'
208.3'
80.0'
13.2'
46.0'
37.1'
18.1'
224.7'
41.3'
41.5'
17.1'
13.9'
260.1'
31.6'
39.2'
31.4'
272.4'
34.0'
32.1'
38.9'
30.1'
21.2'
42.2'
33.5'
133.8'
33.9'
52.7'
30.2'
110.9'
35.4'
47.2'
EX.8"PIPE
FLOW UNKOWN
N. INV.=15.38
TOP EL.=18.50'
EX.18"PIPE
EX.12"PIPE
EX.C.B.
E. INV.=13.60
W. INV.=13.72
S. INV.=15.10
TOP EL.=18.63
W. INV.=15.38
NW. INV.=15.86
SE. INV.=15.89
S. INV.=15.64
TOP EL.=19.04'
NE. INV.=15.73
EX.18"VCP PIPE
EX.24"RCP
TOP EL. =17.80
S.E. INV.=13.90
E. INV. =9.82
W. INV. =9.90
N. INV.=11.42
(ADDITIVE ALT.)
GROUT FILL 175LF EXIST. 24" CMP
ADDITIVE ALT.)
(TO BE GROUTED
EX.24"CMP
W. INV.= 13.63
S.INV.=13.18
N .INV.= 13.15
EX.STORM M.H.
TOP EL.= 15.63
S.INV. =13.44
N. INV. =13.55
W. INV. =13.77
TOP EL. =16.17
GROUT FILL 452LF EXIST. 24" CMP
EXIST. STORM M.H.
GROUT FILL & ABANDON
TOP EL.= 14.24
E .INV.= 11.56
S.INV.=11.70
W.INV. EL. =11.55
E.INV. EL. =11.43
15" METAL PIPE
GRATE EL. =13.98
EX.18"RCP
EX.24"PIPE
TOP EL. =13.36
S.INV. EL. =10.86
N.INV. EL. =10.91
W.INV. EL. =9.67
E.INV. EL. =10.35
N.INV. EL. =10.45
N.INV. EL. =9.40
S.INV. EL. =9.58
W.INV.=10.20
E.INV.=9.78
S.INV.=9.60
INV. =11.04
GRATE EL. =12.19
N. INV. =9.99
S. INV. =9.99
GRATE EL. =12.90
N.INV.=9.68'
GRATE EL. =12.65
TOP EL. =13.77
EX.54"RCP
EX.15"RCP
SE.INV.=11.76
NE.INV.=11.31
GRATE EL. =15.31
N.INV.=4.86
S.INV.=4.86
W.INV.=12.10
GRATE EL. =15.00
N.INV.=12.40
GRATE EL. =14.93
E.INV.=12.07
GRATE EL. =14.70
S.INV.=12.27
HEADWALL #OA-15
INLET# PA-08
INLET# PA-10
INLET# PA-07
INLET# PA-09
INLET# PA-05
INLET# PA-06
INLET# PA-04
INLET# PA-01
INLET#BA-02
INLET#BA-01
HEADWALL #PA-18
NO M.H. LOCATED
EOP# OA-14
INLET# OA-17
INLET# OA-16
EOP# OA-13
EOP# OA-10
INLET#PA-16
INLET#PA-14
INLET# PA-15
INLET#PA-11
INLET# PA-12
INLET# OA-04
INLET# OA-05
INLET# OA-01
INLET# OA-03
INLET# OA-02
30" VCP
12"VCP
SPILLWAY
19"CMP
.75"VCP
10"CMP
SEALED
8"VCP
10"VCP
12"V.C.P.
6" CMP
15" VCP
12" VCP
10"
TRANSITION
15" PVC
OUTFALL
10" VCP
20" RCP
40 LF
74 LF
6" VCP
8" VCP
20" VCP
25 LF
AT SEWER
STORM SEALED
36 LF
15" RPC
RPC
18" RPC
INV   =
TOP ELEV =
MH#
INLET#
INLET# OA-12
INLET# OA-10
INLET# OA-06
INLET# OA-07
INLET#OA-09
INLET# OA-08
INLET# PA-03
INLET# PA-02
INLET#PA-13
WE-76A
MH# WA-6
WA-1
TOP OF BANK
APPROXIMATE
INV=12.16
INV=12.02
INV=11.60
INV=11.65
INV=5.77
INV=6.34
48" RCP
INLET# WE-71
INLET# OR-11
INLET# OR-10
INLET# OR-22
INLET# OR-12
INLET# OR-13
COVERED
INLET# WE-134
INLET# WE-134A
INLET# BE-5
INLET# BE-4
INLET# BE-3
INLET# BE-1
INLET# FO-1
INLET# FO-3
INLET# FO-2
INLET# HA-5A
INLET# HA-4A
INLET# HA-3A
INLET# HA-2
INLET# HA-1
INLET# KI-2
INLET# KI-1
AREA
RETENTION
WATER
WEST STREET
INLET# WE-7
INLET# WE-58
INLET# WE-1
INLET# WE-69
INLET# WE-68
INLET# WE-67
INLET# WE-63
INLET# WE-65
INLET# WE-61
INLET# WE-59
INLET# WE-62
INLET# WE-70
INLET# WE-80
INLET# WE-82
INLET# WE-83
INLET# WE-85
INLET# WE-84
INLET# WE-77
INLET# WE-76
INLET# WE-73
INLET# WE-72
INLET# WE-103
INLET# WE-104
INLET# WE-105
INLET# WE-113
INLET# WE-112
INLET# WE-109
INLET# WE-110
INLET# WE-106
INLET# WE-115
INLET# WE-114
INLET# WE-116
INLET# WE-117
INLET# WE-129
INLET# WE-126
INLET# WE-128
INLET# WE-130
INLET# WE-131
INLET# WE-120
INLET# WE-118
INLET# WE-119
INLET# WE-121
INLET# WE-125
INLET# WE-123
INLET# WE-122
INLET# WE-124
INLET# OR-1
INLET# OR-2
INLET# OR-3
INLET# OR-4
INLET# OR-7
INLET# OR-5
INLET# OR-6
INLET# OR-8
INLET# OR-9
INLET# OR-14
INLET# OR-16
INLET# OR-15
INLET# OR-18
INLET# OR-17
INLET# OR-19
INLET# OR-20
INLET# OR-21
INLET# OR-23
INLET# WE-24
INLET# WE-22
INLET# WE-23
INLET# WE-25
INLET# WE-28
INLET# WE-26
INLET# WE-27
WE-29
INLET# WE-32
INLET# WE-30
INLET# WE-31
INLET# WE-33
INLET# WE-34
INLET# WE-36
INLET# WE-40
INLET# WE-38
INLET# WE-43
INLET# WE-45
INLET# WE-44
INLET# WE-49
INLET# WE-48
INLET# WE-50
INLET# WE-51
INLET# WE-53
INLET# WE-52
INLET# WE-19
INLET# WE-21
INLET# WE-20
INLET# WE-18
INLET# WE-16
INLET# WE-17
INLET# WE-15
INLET# WE-14
INLET# WE-12
INLET# WE-13
INLET# WE-11
INLET# WE-10
INLET# WE-9
INLET# WE-8
INLET# WE-6
INLET# WE-5
INLET# WE-4
INLET# WE-2
198 LF 18" RCP
INV   = 11.89 S
INV   = 6.38 W
INV   = 10.73 S
INV   = 4.68
TOP ELEV = 15.54
MH# CY-31
INLET# CY-45
213 LF 54" RCP
INV   = 3.02
STA (-) 5+50
INV   = 5.87
TOP ELEV = 15.60
MH# CY-30
INV   = 13.43
TOP ELEV = 19.41
MH# CY-22
INV   = 11.34
TOP ELEV = 18.70
MH# CY-21
INV   = 8.95
TOP ELEV = 18.26
MH# CY-20
INV   = 8.70
TOP ELEV = 19.44
MH# CY-19
INV   = 12.69
TOP ELEV = 20.41
MH# CY-18
INV   = 11.50 N
TOP ELEV = 19.60
MH# CY-17
INV   = 11.23
TOP ELEV = 18.55
MH# CY-16
INV   = 7.40 N
TOP ELEV = 18.75
MH# CY-14
INV   = 7.06
TOP ELEV = 17.83
MH# CY-13
INV   = 6.95
TOP ELEV = 17.32
MH# CY-12
INV   = 6.84
TOP ELEV = 16.66
MH# CY-11
INV   = 6.63
TOP ELEV = 15.87
MH# CY-10
INV   = 6.57
TOP ELEV = 15.69
MH# CY-9
INV   = 6.30
TOP ELEV = 16.23
MH# CY-8
MH# CY-7
INV   = 5.82
TOP ELEV = 14.24
MH# CY-6
INV   = 7.16
TOP ELEV = 12.96
MH# CY-5
MH# CY-4
INV   = 4.21
TOP ELEV = 17.08
MH# CY-3
INV   = 3.59
TOP ELEV = 15.46
MH# CY-2
INLET# CY-43
INLET# CY-44
INLET# CY-42
INLET# CY-41
INLET# CY-40
INLET# CY-39
INLET# CY-38
INLET# CY-37
INLET# CY-36
INLET# CY-35
INLET# CY-34
INLET# CY-33
INLET# CY-32
INLET# CY-30
INLET# CY-31
INLET# CY-29
INLET# CY-28
INLET# CY-27
INLET# CY-25
INLET# CY-26
INLET# CY-24
INLET# CY-23
INLET# CY-22
INLET# CY-21
INLET# CY-20
INLET# CY-19
INLET# CY-18
INLET# CY-17
INLET# CY-16
INLET# CY-15
INLET# CY-14
INLET# CY-13
INLET# CY-12
INLET# CY-11
INLET# CY-10
INLET# CY-9
INLET# CY-8
INLET# CY-7
INLET# CY-6
INLET# CY-5
INLET# CY-4
INLET# CY-1
INLET# CY-2
INLET# CY-3
INV   = 3.27
TOP ELEV = 16.15
MH# CY-1
249 LF 60" RCP
301 LF 60" RCP
615 LF 60" RCP
480 LF 54" RCP
712 LF 54" RCP
260 LF 48" RCP
540 LF 48" RCP
230 LF 42" RCP
292 LF 42" RCP
118 LF 42" RCP
120 LF 42" RCP
237 LF 42" RCP
269 LF 30" RCP
134 LF 24" RCP
144 LF 24" RCP
245 LF 18" RCP
143 LF 18" RCP
337 LF 30" RCP
267 LF 30" RCP
266 LF 24" RCP
242 LF 24" RCP
288 LF 30" RCP
Inlet
Conc.
48"RPC
42"RPC
@ 0.15 %
26' 15"RPC
@ 4.2 %
12' 48"RPC
34' 15"RPC
352' 18"RPC @ 0.50%
320' 48"RPC @ 0.29%
172' 48"RPC @ 0.29%
AREA 3
AREA 2
AREA 1
WATER RETENTION
INV=49.19
TOP=54.3
CURB INLET
DIRT
FILLED WITH
INLET
TOP=53.18
INV=43.91
TOP=48.84
CURB
DRIVE
CONC.
INV.=33.64
TOP=38.24
INV.=23.34
TOP=27.90
TOP=19.84
INV=11.14
TOP=14.74
TOP=14.50
INV=10.25
INV.E 14.37 (24"RCP)
INV.N 13.84 (30"RCP)
INV.S 14.15 (24"RCP)
INV.S OF E PIPE=52.33
INV.S OF W PIPE= 52.23
2=18"RCP
INV=8.11
TOP=13.85
TOP ELEV.=12.6
CONC.HEADWALL
INV. %%p MINUS 1.5
CONC.BOX CULVERTS
4-10'WIDE X 12'DEEP
INV=10.3
CONC.SPILLWAY
TOP=15.38
INV=10.93
INV=20.15
TOP=24.40
INV=30.41
TOP MH=34.78
INV.S=43.79
INV.W=43.58; INV.E=43.50
BASIN W/GRATE: TOP=46.65
CONC.CATCH
INV.W=46.84
SWALE
INV.E=43.58
INV.W=48.69
INV.E=48.48
30"X18"ECMP INV.NW=52.8
INV.N=58.47
INV.S=58.26
INV.N=58.38
BOTTOM=55.82
TOP=58.7
STRUCTURE
5'CONC. DRAINAGE
INV.N=55.96
INV.N=56.14
INV.S=56.19
INV.S=55.73
INV.N=55.68
INV.S=55.72
INV.N=55.74
INV.S=55.52
INV.S=55.74
INV.N=55.75
INV.S=55.82
INV.W=50.04
INV.E=49.67
INV.W=52.79
INV.E=52.50
INV.W=54.41
INV.E=54.17
INV.N=55.26
INV.S=55.30
INV.N=55.17
INV.S=55.01
INV.S=55.07
INV.N=54.95
INV.S=54.95
INV.N=54.98
INV.S=54.97
INV.N=55.10
INV.S=55.22
INV.N=55.14
INV.NE=55.36
INV.SW=55.32
W/MES'S
INV.N=55.64
306 OF 18" V.C.P. @ .42%
316 OF 15" V.C.P. @ .38%
N. INV = 1.27
231' OF 15" V.C.P. @ 0.15%
584' OF 18" V.C.P. @ 0.89%
207' OF 15" V.C.P. @ 0.30%
TOP ELEV = 6.84
14' OF 24" VCP @ 3.5%
283' OF 24" VCP @ .14%
INLET# GU-68
INLET# GU-67
INLET# GU-66
INLET# GU-65
INLET# GU-64
INLET# GU-63
INLET# GU-62
INLET# GU-61
INLET# GU-60
CI# S-32
INLET# GU-56
INLET# GU-55
INLET# GU-54
INLET# GU-53
INLET# GU-52
INLET# GU-51
INLET# GU-50
INLET# GU-49
INLET# GU-48
INLET# GU-47
INLET# GU-46
INLET# GU-45
INLET# GU-44
INLET# GU-43
INLET# GU-42
MH# GU-41
INLET# GU-39
INLET# GU-40
MH# GU-37
INLET# GU-36
INLET# GU-35
INLET# GU-34
CI# S-37
36' OF 24" VCP @ 2.6%
W. INV   = 13.78
339' OF 15" V.C.P. @ .24%
313' OF 18" V.C.P. @ .14%
515' OF 18" V.C.P. @ .28%
144' OF 12" V.C.P. @ .28%
277' OF 24" RCP @ .31%
325' OF 24" RCP @ .30%
255' OF 24" VCP @ .24%
258' OF 24" VCP @ .24%
S. INV   = 12.33
N. INV   = 12.29
TOP ELEV = 17.87
MH# GU-30
N. INV  = 11.03
S. INV   = 11.03
E. INV   = 13.30
TOP ELEV = 18.61
MH# CY-15
282' OF 24" VCP @ .26%
E. INV   = 13.78
TOP ELEV = 18.50
MH# GU-29
W. INV   = 13.05
E. INV   = 13.05
TOP ELEV = 17.86
MH# GU-28
NW. INV  = 14.06
MH# CE000
N. INV   = 9.83
TOP ELEV = 13.34
INLET# GU-27
CI# S-35
S. INV   = 8.38
NW. INV  = 8.40
TOP ELEV = 13.03
MH# GU-25
W. INV   = 9.03
TOP ELEV = 16.24
MH# GU-18
16" RCP
6" RCP
225' OF 15" V.C.P. @ 6.7%
S. INV   = 10.93
E. INV   = 10.88
TOP ELEV = 17.70
S. INV   = 14.09
E. INV   = 14.09
TOP ELEV = 17.60
W. INV   = 12.95
SE. INV   = 14.27
N. INV   = 12.95
W. INV   = 00.00
S. INV   = 00.00
E. INV   = 00.00
N. INV   = 00.00
TOP ELEV = 00.00
N. INV   = 2.70
TOP ELEV = 6.80
SE. INV   = 10.27
NW. INV   = 10.27
TOP ELEV = 16.98
SE. INV   = 10.71
NW. INV   = 10.71
TOP ELEV = 15.82
SE. INV   = 10.74
NW. INV   = 10.74
TOP ELEV = 15.30
SE. INV   = 11.55
NW. INV  = 11.55
TOP ELEV = 16.37
S. INV   = 2.61
N. INV   = 2.61
S. INV   = 7.80
N. INV   = 7.80
TOP ELEV = 15.05
S. INV   = 9.07
N. INV   = 9.07
TOP ELEV = 15.43
S. INV   = 10.26
N. INV   = 10.26
TOP ELEV = 16.00
TOP ELEV = 15.45
MH# GU-24
MH# GU-23
MH# GU-22
MH# GU-21
MH# GU-20
MH# GU-19
MH# GU-17
MH# GU-16
MH# GU-15
MH# GU-14
MH# GU-13
MH# GU-10
MH# GU-9
INLET# GU-8
MH# GU-7
MH# GU-6
MH# GU-5
MH# GU-4
NEW DRY
4:1
C
L OF SWALE
TOE OF SLOPE
DETENTION POND
16.0'
17.0'
17.8'
INSTALL 15" RCP %%p32 LF
BOTTOM ELEV.= 15.2'
TOP OF BANK= 17.8'
INV.= 17.28'
FUTURE CONNECTION
PLUG FOR
@ 0.40%
40 LF - 8" PVC
@ 0.30%
52 LF 18" RCP
55 LF - 18" RCP
@ 0.60%
48 LF - 18" RCP
70 LF 18" RCP @ 0.60%
30 LF - 18" RCP
CONST. 170 LF 4' B DITCH W/ 2:1 SS @ 0.29%
80 LF - 18" RCP @ 0.30%
95 LF - 18" RCP @ 0.30%
6"RCP
8"RCP
15"VCP
15"VC
8"VC
10" RCP
6" VC
8"
6"V.C.P.
RCP
15"R.C.P.
18"R.C.P.
18"R.C.P,
24"R.C.P.
TO DITCH
15"RCP?
19"x30" RCP
INLET# HA-5
INLET# HA-4
INLET# HA-3
INLET# WE-3
460' OF DBL. 24"x 38" ELLIP. RCP
CI# S-34
CI# S-34A
CI# S-39
CI# S-39A