HomeMy WebLinkAboutC400 - Street Plan & Profile-C400EX. SANITARY
MH #JG 601
(OUTSIDE DROP)
T.C.=857.54
18" PS115 NE
INV.=833.65
18" PS115 S
INV.=833.55
8" S.D.R. 35 P.V.C. W
INV.=848.79
EX. SANITARY MH #JG 600
T.C.=858.06
18" PS115 SW
INV.=833.91
EX. CURB INLET #800
T.C.=856.29
12" R.C.P. SW
INV.=852.57
EX. CURB INLET #801
T.C.=856.31
12" R.C.P. NE
INV.=852.49
12" R.C.P. W
INV.=852.39
EX. YARD INLET #666
T.C.=853.72
12" R.C.P. S
INV.=850.16EX. CURB INLET #679
T.C.=853.20
12" R.C.P. S
INV.=848.85
12" R.C.P. N
INV.=848.95
EX. YARD INLET #692
T.C.=851.84
12" R.C.P. W
INV.=848.84
EX. END SECTION #802
12" R.C.P. E
INV.=851.92
EX. END SECTION #695
12" R.C.P. SW
INV.=849.46
EX. END SECTION #694
EX. END SECTION #684
12" R.C.P. NE
INV.=850.84
C.A. #28
C.A. #29
BLOCK 'N'
EX. BMP 15A EX. BMP 15B
EX. BMP 15CEX. BMP 14B
EX. BMP 14C
C.A. #29
C.A. #29 *
**
*
5'SIDEWALK
1
+
5
0
8
5
6
.
8
2
2+
0
0
85
7
.
4
2
2+50
858.02
3+00
858.62
3+50
859.22
4+00
859.80
4+50
859.86
5+00
859.56
5+50
859.50
6+00
860.08
6+50
860.68
7+00
861.28
8+00
860.85
8+50
859.17
9+00
857.67
4+28.31
859.94
HP
5+29.73
859.43
LP7+40.20
861.58
HP
9
+
5
2
.
8
9
85
7
.
1
3
L
P
807
803
324 L.F. 12" R.C.P. @ 0.41%
245 L.F. 15" R.C.P. @ 0.45%
684
676
677
30 L.F. 12" R.C.P. @ 0.34%
678181 L.F. 15" R.C.P. @ 1.33%806
805
237 L.F. 12" R.C.P. @ 0.30%
275 L.F. 12" R.C.P. @ 0.37%1+04.10856.44WWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W
WWWWWWW804
164 L.F. 21" R.C.P. @ 0.37%4
0
'
B
.
L
.
40'
B
.
L
.
40' B.L.
40' B.L.40' B.L.40' B.L.40' B.L.40' B.L.VAR. B.L.VA
R
.
B
.
L
.
VAR. B.L.VAR. B.L.40'
B
.L
.
VAR. D.U.&S.S.E.5' B.L.20' D.&U.E.20' D.&U.E.
35' D.&U.E.
20'
D
.
&
U
.
E
.
30' D.&U.E.
2
0
'
D
.&U
.
E
.
VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.20' D.U.&S.S.E.30' D.U.&S.S.E.40'
D
.U
.&S
.S
.E
.VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.VA
R
.
D
.
U
.
&
S
.
S
.
E
.
20' T.O.B.S.L.&R.D.E.&U.E.&B.M.P.E.20' T.O.B.S.L.&R.D.E.&U.E.&B.M.P.E.15' R.D.E.15' R.D.E.30' D.E.30' D.E.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.VAR. B.L.VAR. D.U.&S.S.E.10+00857.5610+50858.6611+00859.7811+50860.6012+00
860.50
12+50
860.20
13+
0
0
859.
9
0
14+00859.8014+50860.1015+00860.4011+66.61860.66HP15+28.92860.57GRD.CHG.13+59.12859.61LP1.20
%
1.20%-0.60%1.20%-3.90%0.60%-0.60%2.25%857
858
859856857858859860860857858859683
30' D.&U.E.30' D.&U.E.30' D.&U.E.30' D.&U.E.JG714
JG713
JG712
JG600
JG711
JG601
JG710ALMOND CREEK DRIVE(PRIVATE)A L MOND CREEK
D
RIV
E (
P
R
I
V
A
T
E)
ALMOND CREEK DRIVE (PRIVATE)
328 329
321
322
326
319
333
332
331330
327
323
325
324
320 317318
C.A. #37
VAR. B.M.P.E.&R.D.E.&U.E
145 L.F. 15" R.C.P. @ 0.32%5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5'SIDEW
ALK244 L.F. 12" R.C.P. @ 2.52%74 L.F. 12" R.C.P. @ 0.80%
810
809
808
30' D.&U.E.
5' T.P.E.&L.B.5' T.P.E.&L.B.5' T.P.E.&L.B.5' T.P.
E.
&
L.
B.
5' T.P.E.&L.B.5' T.P.E.&L.B.50' I.E.E.&
D.U.
&S.S.E.50' I.E.E.&D.U.&S.S.E.50' I.E.E.&D.U.&S.S.E.50' I.E.E.&
D.U.&S.S.E.
50' I.E.E.&
D.U.&S.S.E.30' B-B30' B-
B
S89°33'21"W
58.87'
BEGIN CONSTRUCTION
STA. 1+04.10
POINT OF TANGENCY
STA. 3+07.23
POINT OF CURVATURE
STA. 6+28.83
POINT OF TANGENCY
STA. 6+41.76
STA. 8+00.30
STA. 15+42.29
CL INTERSECTION
POINT OF CURVATURE
STA. 9+15.20
POINT OF TANGENCY
STA. 9+93.73
POINT OF CURVATURE
STA. 11+32.13
POINT OF TANGENCY
STA. 12+10.67
POINT OF TANGENCY
STA. 13+53.84
POINT OF CURVATURE
STA. 12+75.36
CURVE DATA
Δ=62.909
R=185.00'
L=203.12'
T=113.17'
CURVE DATA
Δ=0.741
R=1000.00'
L=12.93'
T=6.47'
CURVE DATA
Δ=89.993
R=50.00'
L=78.53'
T=49.99'
CURVE DATA
Δ=90.007
R=50.00'
L=78.55'
T=50.01'
STA.
1
0
+
0
5.
2
0
100-Yr.
E
L.
8
5
2.
3
5
ALMOND CREEK DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
850
860
870
850
860
870
0+50856.7856.70856.5856.550+751+00856.4856.44856.0856.531+25856.3856.821+50856.6857.121+752+00856.8857.42857.4857.722+25861.1858.022+50861.8858.322+753+00858.3858.62858.7858.923+25859.0859.223+50859.4859.523+754+00859.7859.80860.0859.934+25860.2859.864+50860.4859.714+755+00860.5859.56860.5859.435+25860.5859.505+50860.4859.775+756+00860.4860.08860.2860.386+25860.1860.686+50860.1860.986+757+00860.3861.28860.4861.547+25860.8861.567+50861.3861.347+758+00861.7860.85862.0860.128+25862.0859.178+50862.0858.308+759+00861.6857.67861.0857.289+25859.2857.139+50858.2857.239+7510+00858.3857.56858.8858.1010+25859.6858.6610+50860.3859.2210+7511+00861.1859.78861.8860.3111+25862.2860.6011+50862.0860.6511+7512+00861.4860.50860.7860.3512+25860.1860.2012+50859.6860.0512+7513+00859.3859.90859.0859.7513+25859.0859.6213+50859.0859.6513+7514+00859.1859.80859.6859.9514+25860.2860.1014+50861.0860.2514+7515+00861.3860.40861.6860.5515+2515+42.29861.7860.8521" R.C.P. CLASS III
INV.=851.42
12" R.C.P. CLASS III
INV.=855.72
BEGIN CONSTRUCTION STA. 1+04.10856.44POINT OF TANGENCY STA. 3+07.23858.70POINT OF CURVATURE STA. 6+28.83860.42POINT OF TANGENCY STA. 6+41.76860.58INTERSECTION STA. 8+00.30860.85POINT OF CURVATURE STA. 9+15.20857.41POINT OF TANGENCY STA. 9+93.73857.45POINT OF CURVATURE STA. 11+32.13860.42POINT OF TANGENCY STA. 12+10.67860.44POINT OF CURVATURE STA. 12+75.36860.05-0.60%
15" R.C.P. CLASS III
INV.=852.52
INTERSECTION STA. 15+42.29860.85GRADE CHANGE STA. 15+28.92860.571.20%
-0.60%
1.20%
-3.90%
2.25%
2.08%
-0.60%0.60%BVCS: 3+91.70BVCE: 859.72EVCS: 4+46.70EVCE: 859.8855.00' VC
K = 30.51
A.D. = -1.80%
PVI ELEV: 860.05
PVI STA: 4+19.20
HIGH PT ELEV: 859.94
HIGH PT. STA: 4+28.31
BVCS: 7+10.72BVCE: 861.41EVCS: 8+35.72EVCE: 859.72125.00' VC
K = 24.51
A.D. = -5.10%
PVI ELEV: 862.16
PVI STA: 7+73.22
HIGH PT ELEV: 861.58
HIGH PT. STA: 7+40.20
BVCS: 11+11.35BVCE: 860.04EVCS: 11+81.35EVCE: 860.6270.00' VC
K = 24.56
A.D. = -2.85%
PVI ELEV: 860.83
PVI STA: 11+46.35
HIGH PT ELEV: 860.66
HIGH PT. STA: 11+66.61
BVCS: 0+85.25BVCE: 856.49EVCS: 1+35.25EVCE: 856.6450.00' VC
K = 27.78
A.D. = 1.80%
PVI ELEV: 856.34
PVI STA: 1+10.25
LOW PT ELEV: 856.44
LOW PT. STA: 1+01.92
BVCS: 5+13.04BVCE: 859.48EVCS: 5+63.04EVCE: 859.6350.00' VC
K = 27.70
A.D. = 1.81%
PVI ELEV: 859.33
PVI STA: 5+38.04
LOW PT ELEV: 859.43
LOW PT. STA: 5+29.73
BVCS: 8+51.45BVCE: 859.11EVCS: 10+11.45EVCE: 857.79160.00' VC
K = 26.03
A.D. = 6.15%
PVI ELEV: 855.99
PVI STA: 9+31.45
LOW PT ELEV: 857.13
LOW PT. STA: 9+52.89
BVCS: 13+39.12BVCE: 859.67EVCS: 13+79.12EVCE: 859.6740.00' VC
K = 33.33
A.D. = 1.20%
PVI ELEV: 859.55
PVI STA: 13+59.12
LOW PT ELEV: 859.61
LOW PT. STA: 13+59.12
DATUM ELEV.
845.0054" MIN.8" WATER
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADE DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY: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: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.STREET PLAN & PROFILEC400
60160REP-S7
PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA12/18/19File Name:S:\60160REP-S7\DWG\C400 - Street Plan & Profile.dwg - C400Modified / By:May 8, 2020 2:34:14 PM / dmetzPlotted / By:September 2, 2020 7:57:43 AM / Brian RobinsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 703/09/20REVISED PER TAC COMMENTSDSM07/15/20REVISED PER TRICO COMMENTSDSMNOTES
FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY
MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS
UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE
UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED
PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE
MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO
CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE
FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE
LESS THAN 2.5 FEET.
THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE
STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO
INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF
CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE
RIGHT-OF-WAY.
ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING.
LEGEND
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL NOS.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY FRINGE,
AS SCALED FROM FIRM MAP
PANEL NOS.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
CONSTRUCTION LIMITS
FWF(FIRM)
FWF(FIRM)
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
Floodplain Zone AE scaled from
FIRM Panel No. 18057C0206G / 208G
Dated November 19, 2014