HomeMy WebLinkAboutC400 Street Plan and Profile-C400S00°20'13"W 2631.74'E. LINE, SE. 1/4, SEC. 34, T.18N., R.3E.TC=860.88'
IE N. 18" PVC=839.99'
IE S. 18" PVC=839.91'
TC=857.24'
IE N. & S. 18" PVC=838.99'
IE 12" CMP=855.77'IE 12" CMP=855.94'
FOUND REBAR W/ CAP
STAMPED "WEIHE"
0.3' N. & 24.8' W. OF COR.
CLAR
I
A
N
H
E
A
L
T
H
PARTN
E
R
S
,
I
N
C
.
INSTR
.
N
o
.
2
0
0
3
-
9
2
2
1
3
11'88.0'9'WOODED
AREA SPRING MILL ROAD(PUBLIC - VARIABLE R/W)21.0' PAVEMENT WIDTH
CULTIVATED
FIELD ASPHALTASPHALTWOOD
SHED
T.P.
P.W.P.
EOH_E
139
856.50
M
M
P.W.P.P.W.P.
R H U N E L A N E
HAMLET DRIVEOTTO LANEEX. CURB INLET #635
T.C.=853.88
12" R.C.P. N
INV.=850.23
EX. CURB INLET #636
T.C.=854.04
12" R.C.P. S
INV.=850.09
12" R.C.P. NW
INV.=849.99
EX. DBL. CURB INLET #639
T.C.=854.07
12" R.C.P. SE
INV.=849.56
15" R.C.P. W
INV.=849.46
EX. CURB INLET w/ 2' SUMP #640
T.C.=854.23
15" R.C.P. E
INV.=849.30
18" R.C.P. W
INV.=849.20
EX. MH. #JG839
T.C.=855.69
8" S.D.R. 35 P.V.C N
INV.=844.18
8" S.D.R. 35 P.V.C E
INV.=844.08
EX. MANHOLE #641
T.C.=855.06
18" R.C.P. E
INV.=848.80
18" R.C.P. W
INV.=848.70
EX. MH. #JG838
T.C.=857.74
8" S.D.R. 35 P.V.C W
INV.=842.47
8" S.D.R. 35 P.V.C N
INV.=842.37
EX. CURB INLET #628
T.C.=855.88
18" R.C.P. E
INV.=850.16
18" R.C.P. W
INV.=850.06
EX. CURB INLET #627
T.C.=855.87
18" R.C.P. E
INV.=849.88
18" R.C.P. W
INV.=849.79
EX. MH. #JG840
T.C.=856.93
8" S.D.R. 35 P.V.C N
INV.=845.73
8" S.D.R. 35 P.V.C W
INV.=845.81
8" S.D.R. 35 P.V.C S
INV.=845.63
VAR.
R.D.E.&U.E.&P.A.E.
&S.S.E.&L.M.A.E.&B.M.P.E.
VAR. D.&U.E.
&
L
.
M
.
A
.
E
.
VAR. D.&U.E.&L.M
.
A
.
E
.
50' 1/2 R/W13' B.L. & D.U.&S.S.E.15' B.L.5' N.A.E.5' N.A.E.10' B.L.15' D.&U.E.30' R.D.E.10' D
.&U
.E.6' B.L.6' B.L.EX. TEMP END SECTION #852
TO BE REMOVED
15" R.C.P. E
INV.=851.38
EX. YARD INLET #851
T.C.=854.76
15" R.C.P. W
INV.=851.06
15" R.C.P. E
INV.=850.97
EX. END SECTION #850
15" R.C.P. W
INV.=850.84
EX. OUTLET CONTROL #638
T.C.=853.76
18" R.C.P. W
INV.=850.73
SEA BIRD WA
Y SIGILARY WAYEXISTING
HAMLET BMP
DRY
DETENTION
BASIN
2 YEAR=852.14
10 YEAR=853.10
100 YEAR=854.63
TOP OF BANK=854.8
EX. MH. #JG837
T.C.=857.18
ADJUST TC=858.10
8" S.D.R. 35 P.V.C S
INV.=841.28
10" S.D.R. 35 P.V.C E
INV.=841.08 EX. 10' PATH854.85854.4085
5
.
1
1 855.52855.07854.70854.55854.25854.10855.18856.09
W W W W
WWWWWWWWWW17' B.L.10' B.L
.
17' B.L.
17' D.U.&S.S.E.
17' U.E.10' U.E
.10' U.E
.10'
U
.E.13' D.U
.&S.S.E
.
VAR.
R.D.E.&U.E.&P.A.E.
& S.S.E.
&L.M.A.E.OTTO LANE20'18'10'TYP.20'
TYP.VAR. I
.E.E.&R.D
.E.&S.S.E
.&U
.E.
VAR.
R.D.E.&U.E.
P.A.E. & S.S.E.
&L.M.A.E.
VAR. R.D.E.&U.E.
& S.S.E. &L.M.A.E.
VAR.
R.D.E.&U.E.
&
S.S.E.
&L.M.A.E.5' N.A.E.10' B.L.10' B.L.15' B
.L.15'
B.L
.15' B
.L.15' B.L.13' B
.L
.13' B
.L
.
VAR. B.L.
17' B.L.17' B.L.VAR. B.L.10' B
.L.10' B.L.10' B.L.10'
B.L
.(Alley)(PRIVATE)10'
U
.E
.
10' B.L.10' B.L.S10' B.L.10' B
.L.℄SPRINGMILL ROAD15.0'31.41
' S.Y
.SETBACK45.88' S.Y.SETBACK50.79' S.Y.
SETBACK
10' D.&U.E 10' D.&U.E15' D
.&U.E
.15' D.&U.E
.15'
D
.&U
.E.15' D.&U.E
.WOOD FENCEBLOCK 'B'3+84856.520+00856.901+00856.302+00856.253+00856.190+50856.601+50856.012+50856.483+50856.311+91
855.61
1+00
856.63
0+50
856.46
1+50
856.09LP1+57.93856.00HP2+40.91856.49LP3+14.52856.16HP
0+89.09
856.66
6' B.L.5' N.A.E.23
24
25
26
27
28
29 30 31
3233343536
37
38
39
40
41
42
43
44
SIGILLARY LANERAYLE DRIVE
EX. 50' 1/2 R/W
EX. 58' R/WSIGILLARY LANE50' R/W (PRIVATE)(PRIVATE)6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L. & D.&U.E.0+000+450+00
0+36VAR.
S.L.E.
6' B.L. & R.D.E.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
VAR. I.E.E.
&R.D.E.&
S.S.E.&U.E.
BEGIN CONSTRUCTION
STA. 0+00.00
STA. 3+14.52
CL INTERSECTION
STA. 0+00.00
END CONSTRUCTION
STA. 3+83.52
END CONSTRUCTION
STA. 1+91.20
POINT OF TANGENCY
STA. 0+72.44
L=72.44'
Δ=1° 46' 34"
R=2337.00'
T=36.22'
CURVE DATA
SIGILLARY LANE
SCALE: 1"=50' HOR.
1"=5' VERT.
850
860
870
850
860
870
0+00856.8856.90855.5856.75854.2856.60853.8856.451+00853.6856.30853.5856.15853.5856.01853.1856.052+00853.2856.25853.4856.45853.4856.48853.5856.343+00853.7856.19854.0856.18854.1856.31854.3856.460+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50 3+75856.90BEGIN CONSTRUCTION STA. 0+00.00856.52END CONTRUCTION STA. 3+83.52856.16INTERSECTION STA. 3+14.52856.46POINT OF TANGENCY STA. 0+72.44-0.60%0.60%0.82%-0.60%
PVI STA: 1+61.05
PVI ELEV: 855.93
A.D. = 1.42%
K = 28.13
40.00' VC
BVCS: 1+41.05BVCE: 856.05EVCS: 1+81.05EVCE: 856.10LOW PT. STA: 1+57.93
LOW PT ELEV: 856.00
PVI STA: 3+14.52
PVI ELEV: 856.10
A.D. = 1.20%
K = 33.33
40.00' VC
BVCS: 2+94.52BVCE: 856.22EVCS: 3+34.52EVCE: 856.22LOW PT. STA: 3+14.52
LOW PT ELEV: 856.16
PVI STA: 2+37.79
PVI ELEV: 856.56
A.D. = -1.42%
K = 28.13
40.00' VC
BVCS: 2+17.79BVCE: 856.40EVCS: 2+57.79EVCE: 856.44HIGH PT. STA: 2+40.91
HIGH PT ELEV: 856.49
PROPOSED GRADE
EXISTING GRADE 54" MIN8" WATER
RAYLE DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
850
860
870
850
860
870
0.60%-1.18%
PVI STA: 0+95.60
PVI ELEV: 856.73
A.D. = -1.78%
K = 22.49
40.00' VC
BVCS: 0+75.60BVCE: 856.61EVCS: 1+15.60EVCE: 856.50HIGH PT. STA: 0+89.09
HIGH PT ELEV: 856.66
0+00853.9856.16854.5856.31854.8856.46854.9856.611+00855.4856.63855.5856.39860.5856.09857.3855.800+25 0+50 0+75 1+25 1+50 1+75856.16INTERSECTION STA. 0+00.00855.61END CONSTRUCTION STA. 1+91.20PROPOSED GRADE
EXISTING GRADE
8" S.D.R. 35 P.V.C
INV.=848.34 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET PLAN & PROFILEC400Know what's below.
before you dig.Call
R
50'25'50'0
1" = 50 FT
60160HAM-S2THE HAMLET at JACKSONS GRANTADG BAH CARMELHAMILTON COUNTY, INDIANA01/16/19DP
IT
E
S
G
E
E
O
TS R
P
RTE
WLE
D
E
HVADIRJ .ADNINAI EEG NIRENOILA NS
FEPRO STATE OF
S
SECTION 2File Name:S:\60160HAM-S2\DWG\C400 Street Plan and Profile.dwg - C400Modified / By:January 15, 2019 10:17:21 AM / aguyonPlotted / By:July 1, 2019 2:15:18 PM / Kenny Mitchell03/12/19JAWREVISED PER TAC COMMENTSAPPROVAL PENDING - NOT FOR CONSTRUCTION07/01/19KJJMMOVED SANITARY STRUCTURE #JGH202