6
5.8
68
9
1.4
67
8
6.5
7
1.0
68
67
4
1.7
67
3
1.7
67
8
6.4
68
67
67
.93
7"
1
67
3
.3
86
7"
7"
8
3.4
67
10"
5
1.5
8"
6
4"
.69
1
67
7
2.0
67
5"
8"
67
3
1.8
68
67
4"
1
8.4
68 7.93
68
EDGE OF CONSTRUCTION
AS OF 05-05-14
8"
4"
4"
4"
7"
6"
8"
6" 4"
6" 7"6"
5"
8" 6"
7"
4"
67
6
3.3
67
LIMITS OF ZONE A
AS GRAPHICALLY DEPICTED ON FEMA
FIRM MAP NUMBER 17031C0613J
68
.77
5
9.7
68 9.48
68
7
67
BIT.
BIT.
0
7.0
67
5
7.9
67
6"
.02
67
1
.93
7
67
N00° 35' 25"E
80.00'
5"
67
6
6"
7"
67
3
7.3
67
6
6.4
67 78
6.
7
6
.88
5
67
.93
1
7.4
67
4
4
7.
67
7
67
5
3
7.
3
67
.12
4
7.9
5
67
7"
5"
6" 6"
6"
67
12"
7"
0
6"
6
68
67
5
5.1
67
10"
.78
9"
8
1.9
67
4
6
7
8"
7
8.5
67 8.18
8
67
8.5
67
5
7.3
67
.8
73
6
9
8.6
67 8.33
67
.03
67
3
.32
0
8.6
67 8.22
6
67
8.5
67
6
8.6
67
4
2.0
67
0
8.0
67
RIP-RAP
EDGE OF TREES
ER
WAA
W
TE
TR
.
EM
PAV
ENT
.P
AV
PEAM
EN
T
VE
ME
NT
' 52"E
101.47'
RIP-RAP
"E
02
'
2
° 1 .18'
2
N5 62
"E
02
'
12 '
2° 8.35
5
N
7
S
TREES
N33° 02' 52"E
39.19'
ESE
S00° 18' 20"W
75.77'
EE
N00° 09' 46"E
78.44'
N88°19'34"E 83.09'
TTRR
206.16'
RIP-RAP
4.54'
J.U.L.I.E. DESIGN STAGE REQUEST
DIG NUMBER X1361021 RECEIVED 05/16/14 .
67
5.3
8'
2'
52
"E
RIP-RAP
N01° 32' 34"W
72.82'
49.92'
(50.00')
N3
3°
0
N3
3°
02
'
52
"E
67
5.2
7'
BIT. PARKING
BIT.
PARKING
LOT
LOT
553.37'
S00° 18' 20"W
S00° 09' 46"W
553.29'
N01° 34' 15"W
200.00'
CO
C
O
N
C.
NC
.
ELEVATION: 678.52 (MEASURED)
DATUM:
NAVD88
DESCRIPTION: FOUND BRASS DISC AT EAST SIDE OF
SOUTHWEST HIGHWAY IN LINE WITH N.E. PROPERTY CORNER.
12"
12"
5
2.3 .94 8"
2
67
T.
STATION DESIGNATION: SBM#2
ESTABLISHED BY: V3 COMPANIES
DATE: 05-02-14
F
S
.8
71
67
.62
2
67
BI
B
TI
ELEVATION: 678.72 (MEASURED)
DATUM:
NAVD88
DESCRIPTION: SET CUT CROSS IN CURB NORTH SIDE OF
DRIVEWAY NORTHEAST OF BUILDING.
O
2
2.9
2
10"
FIBER OPTIC
POST
102.39'
115.00'
S01° 32' 34"E
STATION DESIGNATION: SBM#1 (V3 CP101)
ESTABLISHED BY: V3 COMPANIES
DATE: 05-02-14
E
67
FIP 1/2"
67
6"
EL
N09° 12
BI.T.
BIT
PAVE
PA
ME
VE
NT MENT
SITE:
.74
3
67
67
.78
AV
S01° 35' 03"E
SOURCE:
BENCHMARK ESTABLISH VIA TRIMBLE VRS NETWORK.
DATUM IS NAVD88
LATITUDE: 41°38'16.40111N
LONGITUDE: 87°51'09.54994W
ELLIPSOIDAL HEIGHT: 576.995 SFT
GROUND SCALE FACTOR: 1.0000327834 GEOID 09 (CONUS)
G
ED
FIP 1"
1811208.63
FIP 1"
1115813.96
OR
OF IGI
N
CH TH AL
IC E R NO
AG IG R
H T
O
AN T-O HWE
F
D
ST -WA STE
RA Y RL
W OF Y L
N
RA THE INE
ILR
OA
D
' 34"W
N09° 11
101.47'
S01° 35' 03"E
GR
325.44'
FRM
WEST 1/4
COR. SEC
3-36-12
FBD
67
EE
0
7.5
67
1
8
.
2
7
67
3.0
67
67 2.99
7
0
0
6 1.95
8.1
7.8
67
67
67 8.22
7
2
6
0
8.
8
55
1
67
8.1 6 678.
1.8
6778.1
67
0
6
6
7.
67
9
7.4
TR
6" 4" 12"
8
2.9
2
67
3
2.7
8"
227.55'
2
67
BIT
FRM
1
3.2
67
12"
6"
G
F
O
6" 10"
9"
4"
E
TR
8
8.8
67 8.53
67
6
8
3.8
8.8
67
.26 5
67
72 72.9
RIP-RAP
6
6
3
2
4
9
7.1
3.5
4
2.3
9.0
67
67
67 8
2.2
67 8.73
EDGE OF TREES
67 3.58
0
.8
31 66
7
.
3
2
6
5
.
7
2
3
9
6
67
4
67 672. 2.97 672
6.0
8.4
.05
.05
9.0
4.1
67
67
67 2
79
74
.50
67
.47
67
.18
72 3.46 6
5
.3
.316
0 676
16
.13 6
2
.
8
6
6
2
2
6
0
9
.
12" FES
.
7
9
2
7
7
1
2
7
6
6 3.2
67
2.
67
2. 6
67 7
12" FES
67
67
67 6
.76
67
IE=675.54
67 48
8.9
8
.93
14
78
1
.235
4
.
0
7
.
.
2
IE=674.68
3
6
4
.
2
3
5
4
6
3
6
2
.
7
.
0
1
.0
6
6773.3
67
24"
67 672 .10
67 3.80
79 .03
3.4
69
.22
79
8
5.6
6
7
6"
2
3
6
0
7
7
6
6
6
.
7
9
7
7
6
6
2
6
8
0
6
2
6
6" 6"
67
3.4
7.8
69
5.5
0.3
4.6
4
8.5
67
68
67
69
2
67
8
67
6"
2.1
9
3.2
3
67
9.3
1
0.2
0
7
2
.
6
2
9
0
5
6
6
.
2
.
67
91
.
4
6
20"
2
3
.4
0.1
67
3.4
77
.90
5
58
67
67
75 675.5
7
.
6
8
0
.34
69
.
24"
6
6
8
7
0
5
24"
6
3
9
67
69
67
4
20"
8
2
8.5
8
3.6 1
5.4
67
9.7 2
3.9
67 72.3
0.3
67
67
6779.4
69
6
1
3
5
9
6
.2
.5
4
2
.
5
0
6
.
6
5
.
6
9
9
69
9
67
67
20"
67
68 9.39
3.1
5.5
6
3
6
5
67
67
68
2
9.6 8
2.4
7.1
0.7
4
8
68 88.9
67
9.8
6
67
1
4.4
3
6
7
67
.
6
687.14
5
6
9
8
.
4
6"
2
8
4
.
2
#1178
6888.84
7
7
2
6
7.
0.2
SBH 1
1
67
7.2
.70
.18
6
67
68 9.92
STORM INLET
67
79
77
2.3
8
6
6
7
3
7
.896
1
6
9
.
6
9
4"
4
2
6.
RIM=679.13
5
6889.5
6
67
9.3
4
67
7.8
6
0.1
68 8.51
.55
9
9.4
IE 12" RCP W=675.53
.18
67
68
#1294
73
68 9.15
1
71
17
68
86
4.4
6
.
.
0
6
7
.
8
7
8
8
1
GR
6
0
BOTTOM=672.28
6
67
67
4"
STORM INLET
0
AV
69 9.56
9.3
9.2
8
9
EL
9.9
67
68 8.83
8.6
68
4.1
RIM=680.91
68 9.62
1
67
68
68
8
0
.
9
68
0
2
IE 12" PVC NE=676.96
5. 0
9
68 0.44
2
68 85.2
1.2
7.9
2.8
6
68
BOTTOM FILLED W/DEBRIS
68
2
.53
6
67
68
8
6
0.7
5' DIA
87 .36
.62
9
2
9.850
6
12"
.
.
5'
DIA
6
5
7
8
1
68
.
9
7
9
7
8
6 9.
9
9
8
7
2
8
.8 6
6
.
8
48" RCP
7
6
6
6
9
.
6
8
0
6
4
681.39
6
68 9.3
69
0.9
68 4.14
.84
IE=670.75
678.99
68
68
8
5
.549
8
SBH 2
81
80
33
6
.
7
.
0
6
.
6
.
6
8
8
5
4
3 89 9
6 79.8
SBH 3
68 5.99
67
0
68
2
1.3
9.3 6 89.3
4
6
2
3
5
68
8.7
6
68 1.01
68
8.2
.32
8.7
1.3
3.7
6.5 8
67
6
68
78 8.98
68
67
68 0.71
68 2.88
2
6
68 85.9
1.3
7
.6
0
688.68
68
67
6
68
68
78 .29 92
9.3 4
3.2
6
7
8
.
8
9
9
6
6
SBH 4
67 677 .88 6
9.1
2.1
0.0
5
SCC
5
7
SBM#1
67
68 81.51
68
.54
4.6
67 77.8 8.82
48
1.4
89
6
SCC
6 67 .42
0 68
#1235
68
16 .91 681. .84
6
.
0
8
.
7
2
6
0
6 25
0
0
8
.3 4
8
5
.
0
.
8
8
8
7
3
9
6
1
.
1
8
T
0
STORM INLET
8
.
8
6 5
6
6
9
3
6
N
.02
.2
68 8.9
.1
68
68
69
8.5 677. 7.89
9
ME
.16
821.66
80 .49
68
E
7
6
.263 6843.38
7
6
9
4
6
.
68
V
RIM=677.86
8
6
4
9
4
9
0
A
7
6
67
5
4.0
9.5 0
68
6883.6
7
67
7.6
68 0.06
68
. P
9
8.2
2.0
68 3.29
67 79.0
IE 6" PVC NE=675.66
9.7
69
BIT
6
9.5
67
2
1.9
68
68
0
.48
68
6
68
67 9.04 2
68 82.07
9.3.82
9
85 .78
5
1.4 86
BOTTOM=675.36
7
9
0
5
6
7
1
8
.
.
.
6
1
6
6
4
. 9 6 0.
8
9
8
9
4 51 1
2
7
7
0
8
68 84.1
8
6
8
68 8.66
6
6
6 3.
6
8
5
27 6 .6
.4
4.5
6
.11
68
0
68 683. .96 683.2.68 681
78
8.4
.49
68
2
68
0
6
7
68
2
.
7
8
1
2
6
1
6
9
9
680.74
68
68
4.4
68
68 5.74 684 5.37
68 0.59 681. .56
0.4 6
68 3.77
5.2
.82
.80
1
6879.9
SBH 5
68
2
.00 7
80
68 53
68
7
2
6
9
6
8
1
5
4
.
7
9
.
.
.
0
6 78
4
.6
4
.6
3
2
3
68
68 3.92 684 4.12 68
6
84 9
6 75
9.0
1.6
3.7
8
.72 6 684.3 84.3684. 4.40
4
2
68
6"
68
68 1.17
68
68
84
0.4
.68
6
.54
83
0.5
3.0
8
8
.619
.
6
9
9
6
0
6
6
8
5
6
9
5
7
68 3.03
6
69
18" FES
68 8.1
68 5.1
8
6
8
68
0
68
6
IE=675.85
684.79
4.
3.3
8
68 4.13
6
68
4.0
2
FFE
8
4.7
6
68
3
.
68
8
.
3
6
0
5
68 3.23
68
5.8
68
.72
67
79
6
CLEANOUT
1
7
2
7
0
9
1.1
5
0.9
7.4
8
EL=684.50
5.9
70
1.2
8.9
70
69
4.0 6
6
68 5.25
7.1
69
68
.18
68 84.012
67
TALL
1
STORY
8
E .10
6.8
84
6
6
7
6
3
4.
5
6
4
1
7
3
68
2.6
7
68
3.9
2.1
4.7
7.4
BRICK
68
68
4.3
5
.50
70
68 4.29
68 .38
5
4
.
68
4
68
8
68
.014
68
BUILDING
1
5
68
8
9
6
6 4.
0.
6
0
2
68
6
68
8.0
9.3
7.5
8
7
4.8
68
67
68
0
.94
19
1.5
6.0.46
68
68
.
9
3
.
7
0
8
.
5
7
2
1
7
.
7
6 85
4
3
9
9
6
.7 0
8
8
7
6
6
.
7
7
6
6
0
RIP-RAP
6
1
68 7.4
3
70
1
8.0
68
4.7
5.3
67
4
9
68 4.33
1
#2028
68
8
4.6
7.7
5.7
6
8
7
6
6
68 5.36
STORM INLET
7
6
8
0
5
3
6
.
5.5
8
RIM=687.43
5.4
4.2
68
67
68
68
0
IE 12" IRON W=684.48
7
6
2
6
.
.
6
8
689.83
7
5.4
67
5.9
68
12" FES
68
1
68
SBH 6
2
7.3
IE=677.79
2.6
7
28
.
68 6.84
4
8
1
7
.
7
6
5
6
8
6 49 85.2 8
9
.
9
0
6
1
.
8
.
6
1
4
68
9
6 5.
6 1
.3
16"
6 85.0
68 85.5 7 85.735
69
68 86.2
6
86
8
0
68
.
6
6
6
9
4
.
6
.
.
5
6
4
4
6
2
68
68
68
68
0.2
5
70
.12
DRAIN
8.6
.939
.358
91
7
6
5
5
6
6
8
3
5
6 6.9
6885.0
6" PVC
6.
9
6.7
683.18
68
6
68
7
9.6
68
EL= 685.46
6.5
67
SBH 7
4
68 6.12
8
7.2
6
68
.16
84
.
3
6
7
6
4"
6
5
12"
69
6.9
8.7
69
3.9
9.0
.78
69
68
68
69
1
.38 687 7.741
#1545
2.0
8 .8
87
4
9
6
6
7
.
6
7
4"
5
24"
68
2
7
STORM INLET
68
5
8.3
8.0
5.947
8
8
8
RIM=685.96
6
6
6
6 5.
0.0
68
IE 6" PVC E=682.46
68
.10
1
3
79
64
IE 12" RCP W=678.06
.
9
6
.
7
6
8.965
8
0
9
.3
8
4
6
8
.
6
69
.
BOTTOM=677.86
8
8
69
68
43
68
.
5
3
9
.1
69
8.9
85
.47
8
6
9
8
6
8
9
67
5.3
3.6
9.3
68 4.91
68
68
68
28"
7
2
1
9.8
9.6
4
9.4
68 9.55
67
8.2
68
8
69
6
9
1
3
8.8
5.0
0.0
69
68
69
0
0
8
6.3
4.9 44
6
.
9
8
9
6
6 4.
67
68
0
0.7
#1371
0
6990.36
7
0.3
8
SANITARY MH
.
9
1
6
1
6
.3
8
2
0
6
FIBER OPTIC
4
RIM=680.06
69
0.9
4.7
69
POST
68
8
IE 6" CLAY E=671.16
4.4 05
8
IE 6" RCP NW=671.26
6 4.
5
0
68
1.5 1
0
4.7
69 91.2
7.4
.08 0
68
3
1
6
4
69
.
9
4
6
6
8
8
6 91.
9.1
69
5.5
10"
1.6
6
5
2
67
69
2
69
9.3
4.0
0.8
67
68
8
69
9.9
9
RIP-RAP
5
4
67
8
5.2
1.8
4.0
68
2.4
69
68 3.72
69 2.14
68
9
9
3
8
6
5.3 688.
7
68
2.6
2
69
2.9
2
69
.1
0
5
4
2
68
3
5.6
2.9
3.5
8.7
68 85.45
2
69
69
67
6
5
2.6
7
6
4
8
4
.
.
6
3
1
4
3.0
8
69 3.10
69
69
3.3
1
9.9
68 3.00
69
8
3.6
6
69
68
4
8
8
12"
9.1
5.6
4.2
67
68
69 4.00
74
.48
.
9
0
3
6
6
69
69
1.1
5
3
68
14"
4.4
2.8 33
4"
8
69
.
6 2
8
6
6
0
8.6
#1068
5.2
67 8"
69 4.92
STORM INLET
6
69
6
9
.
4
4
.
RIM=692.94
1
69
7 684
0
5.3
COULD NOT OPEN
0.2
0.6
.03
69
68
68
79
8"
.233
6
12"
RUSTED LID
2
7
8"
8"
.1
68 1.7
5
68
10"
68
0
5
6.0
5.5
10"
69 5.72
7
2
69
7
5
.
.
69
1
0
68
68
6
6.1
8
.03
69
80
6.2
.88
6
9
6
9
6
6
67
1.
9
6881.20
1
9.7
FIR 5/8"
6
67
6.8
4" PVC
.29
69 6.50
96
6
9
IE=
680.12
4
6
3
1.1
6.9
68
2
69
0.1
.50
4
.89
8
9
2
68
0
.
1
8
67
9.
68
67
67
3
1.0
2
68 0.56
7.6
68
TREES
69 7.25
.57
9
8
8
6
8
67
5
6.8
7.6
9.5
69
69
67
RIP-RAP
27
.30
.
8
9
67
67
5
7.9
.79
69
77
4
6
3
2
.
0 1
8.2
68 79.9
69 7.95
6
9
6
0
9
8
5
8.4
9.6
6.3
67
69
68
8.4
FIR 3/4"
67
5
7
6
8.4
1810564.29
3.4
69
1.1
5
68
3
0
69 91.33
1115369.52
8.8
1
8.7
8.3
69 8.40
6
7
7
6
6
6
8.8
9
1
7
FIR
3/4"
.
6
FIR 5/8"BENT
69
6
9.6
68
.05
67 9.21
1
69
0
67
4" PVC
9
8.7
69
8.6
IE= 678.45
.64
8
67
9
2
6
7
0.5
9.2
2
68
69
8.8
69
6
2
9.3
0
69
9.5
9.3
7 69
0
67 8.83
.
9
4
67
69
9.8
69 9.51
69
FIR 1"
8
6
8.6
0.6
67
68
8
8
0
.
9.3
9
9
8
9
69
#1022
67
8.9
SIP
0.1
9.3
67 8.59
70 9.87
69 0.30
STORM INLET
67
69
70
1
RIM=698.70
0.3
70
IE 6" PVC E=696.05
IE 12" RCP W=691.50
BOTTOM=690.60
4
4.3
8
0.0
69 90.40
6
FRM
5"
5"
5"
7"
E
ED
0
3.1
67
5"
6"
7"
67
6
7"
7"
.8
72
6
.2
73
12"
6"
6"
ES
5
3.0
67
4"
6"
6"
#1688
STORM INLET
RIM=679.16
IE 12" PVC S=674.36
T/P 12" PVC N=675.86
PIPE N, FILLED W/CONC.
9"
6"
8"
7"
9
3.1
5"
.27
3
67
7
2.5
67
6"
2
2.6
67
6"
8"
N88°04'11"E 449.99'
8"
.39
8"
5"
5"
4"
6"
4"
5"
7"
18"
6"
7"
6"
.43 6"
2
67
10"
12"
.38
4"
7"
6"
6"
4"
4
6"
6"6"
4"
7
67
2
7.5
15"
8"
WOOD
DECK
0
7.4
12"
.82
80
6
6"
6"
WOOD
DECK
7
3.6
67
10"
119.26'
12" 12"
5
.3
72
8
2.5
67
589.99'
3
7.7
4
0.5
69 0.17
69
0
0.5
69 0.19
69
8"
2
2.1
9.1
10"
8"
9"
5
3.2
67
3.1
5
67
67
6"
7"
4"
14"
2.4
7
67
6"
7"
67
67
6"
LIMITS OF ZONE A
7"
AS GRAPHICALLY DEPICTED ON FEMA
5"
FIRM MAP NUMBER 17031C0613J
8
3.3
10"
67
6"
4"
5"
67
8"
4"
8"
10"
3
0.4
6990.08
6
6"
4
3.1
67
67
10"
12"
5
0.1
69 9.83
68
6" 6" 6"
6" 6"
4"
4" 6"
6" 6"
6" 6"
6"
4"
8"
7
2.0
LIMITS OF ZONE A
AS GRAPHICALLY DEPICTED ON FEMA
7
FIRM MAP NUMBER 17031C0613J
3.2
LIMITS OF ZONE A
AS GRAPHICALLY DEPICTED ON FEMA
FIRM MAP NUMBER 17031C0613J
7"
5"
1
9.2
EDGE OF CONSTRUCTION
AS OF 05-05-14
4"
6
1.9
0
9.2
.13
3
67
5"
4"
68
9
3.0
8"
0
7.1
58.63'
(58.57')
67
5"
12"
1
9.1
68 8.87
68
7
2.9
0
3.1
67
7"
7"
EN
T
10"
6.5
7"
BITI
B
.TP
.AVP
EA
ME
VNET
M
10"
3
2.0
67
67
WA
W
A
TE
TR E
R
2
6.4
68
68
3
2.6
1
1.6
67
6
2
1.8
SBM#2
SBM#2
FAC