HomeMy WebLinkAboutSU1 - Storm Sewer PlanPROPOSED 50' DRAINAGE& UTILITY EASEMENTP2P2P2P2P2P2P2P2P2P2P2P2P2P1
P1
P1
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P1 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P2 P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
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P2
P2
P4P4P3P3P4P4P3P3P4P4P3P3
P2
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P2GGGGGGGGG
FPFPFPFPFPFPFPFPGGGGGGGG G G G G G
FP FPFPFPFP FP
GG G G G G G G G G G G G G G G G GGGGGGGGG786
786
784
785
785784 785 786 787 788 789
789 788 787 786 785 7
8
4
783783 784783
783782783782781780780781782783772773
774
775
778
780
782 783
777778776775783782781779780777778774
776 775
778781
7827
8
0 783ST-202ST-203
ST-104
ST-BMP-1
ST-101
ST-102ST-103
ST-204
ST-200
ST-201
ST-106 ST-105
78 LF OF 30" RCP @ 0.40%220 LF OF 30" RCP @ 0.17%
210 LF OF 24" RCP @ 0.26%151 LF OF 30" RCP @ 0.35%236 LF OF 30" RCP @ 0.30%13 LF OF 30" HDPE @ 1.14%
18 LF OF 30" HDPE @ 0.40%
235 LF OF 24" RCP @ 0.30%224 LF OF 18" RCP @ 0.30%
128
L
F
O
F
1
8"
R
C
P
@
0.
3
0
%238 LF OF 15" RCP @ 0.30%1
11
1
11
1
1
2
3
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
4 4 4 4 4 4 4 4 4 4 4 4 4 4
4
14
1
ST-CO 1
RIM. = 773.44'
INV. 772.92 (N)
INV. 772.92 (S)
ST-CO 2
RIM. = 774.42'
INV. 773.90 (N)
INV. 773.90 (S)
ST-CO 4
RIM. = 776.38'
INV. 775.86 (S)
ST-CO 3
RIM. = 775.40'
INV. 774.88 (N)
INV. 774.88 (S)98 LF OF 6" PVC @ 1.00%98 LF OF 6" PVC @ 1.00%42 LF OF 6" PVC @ 1.00%
62 LF OF 6" PVC @ 1.00%
ST-CO 5
RIM. = 773.64'
INV. 773.12 (W)
3
5 67 7 68
9
1110 7 1213
1498 LF OF 6" PVC @ 1.00%15
16
16
16
16
ST-300
RIM. = 781.77'
INV. 772.50 (N)
INV. 772.50 (E)
INV. 772.50 (S)
17
18
100 LF OF 12" RCP @ 0.50%ST-301
20
19
34 LF OF 10" PVC @ 0.50%
1
11
GENERAL NOTES
1.SEE SHEET G0.1 FOR GENERAL NOTES, LEGEND AND
ABBREVIATIONS.
2.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHIC
SURVEY INFORMATION.
3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.
3.SEE SHEET SU2.3 FOR SANITARY PIPE INSTALLATION DETAILS.
4.SEE SHEET SU3.1 FOR WATER LINE INSTALLATION DETAILS.
5.SEE SHEET SU2.1 FOR STORM PIPE INSTALLATION DETAILS
6.ALL MANHOLES AND INLETS MUST BE PRE-STAMPED WITH "NO
DUMPING DRAINS TO WATERWAY". SEE DETAIL CT-6 ON SHEET
SU2.5.
7.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
8.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND
BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE
INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO
IMPROVE OR REPLACE AND DRAINAGE STRUCTURES AND BRIDGES
AS NECESSARY OR AS REQUESTED BY THE CITY TO
ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,
MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO
THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR
REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE
BORNE BY THE DEVELOPER.
KEYNOTES
1 STORM SEWER CLEANOUT - SEE DETAIL ST-4/SU2.1
STORM LINE CROSSING/SANITARY SEWER LINE -
18" PVC STORM INV. EL. = 778.15'
6" PVC SANITARY INV. EL. = 778.98' (T/PIPE = 779.53')
RIPRAP AT END SECTION - SEE DETAIL F/G4.2
DOWNSPOUT LOCATION - SEE DETAIL G ON SHEET SU2.4
11' OF 15" PVC @ 1.0% SLOPE
126' OF 12" PVC @ 1.00% SLOPE
64' OF 12" PVC @ 1.0% SLOPE
11' OF 18" PVC @ 1.0% SLOPE
64' OF 8" PVC @ 1.5% SLOPE
29' OF 12" PVC @ 5.0% SLOPE
128' OF 12" PVC @ 1.0% SLOPE
190' OF 15" PVC @ 1.0% SLOPE
24' OF 18" PVC @ 1.0% SLOPE
140' OF 8" PVC @ 1.0% SLOPE
8' OF 8" PVC @ 1.0% SLOPE
UNDERDRAIN - SEE DETAIL B/SU2.4
10' OF 6" PVC CONNECT TO BLDG. PERIMETER DRAIN.
SEE SEE STRUCTURAL FOR PERIMETER DRAIN
INFORMATION.
GAS METER - SEE MEP PLANS
OUTLET CONTROL STRUCTURE - SEE DETAIL F/SU2.4 FOR
ADDITIONAL INFORMATION
AQUA-SWIRL BMP - SEE DETAIL A/SU2.4 FOR SIZE AND
INVERT INFORMATION.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what's below.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
LEGEND
CLEANOUT
GAS LINE
STORM SEWER
MANHOLE / INLET
WATER LINE
FIRE PROTECTION LINE
FLOOD ROUTING
SITE ADDRESS:
5459 EAST MAIN STREET
CARMEL, IN. 46033
DEPARTMENT OF PLANNING &
DEVELOPMENT ADDRESS:
1100 WEST OAK STREET
ZIONSVILLE, IN. 46225
SURVEY INFORMATION
FLOOD INFORMATION:
The described real estate lies within Zone X (Unshaded) as
plotted by scale on the Federal Emergency Management
Agency, National Flood Insurance Program, FIRM Flood
Insurance Rate Map for Community Number 180081, Map
Number 18057C0227G, effective November 19, 2014.
SEE SURVEY SHEETS (4 TOTAL) BY DLDS
DATED APRIL 18, 2016 FOR SURVEY
INFORMATION.
STORM SEWER PIPE AND STRUCTURE
NOTE:
SEE SHEET SU1.1 FOR STORM STRUCTURE
TABLE. SEE SHEET SU1.3 FOR STORM PROFILE.
PIPE TABLE
Downstream to
Upstream Pipe Run
ST-102 to ST-101
ST-103 to ST-102
ST-104 to ST-103
ST-105 to ST-104
ST-105 to ST-204
ST-106 to ST-BMP-1
ST-201 to ST-200
ST-202 to ST-201
ST-203 to ST-202
ST-204 to ST-203
ST-301 to ST-300
ST-BMP-1 to ST-105
Size
24" RCP
30" RCP
30" RCP
30" RCP
30" RCP
30" HDPE
15" RCP
18" RCP
18" RCP
24" RCP
12" RCP
30" HDPE
Length
210'
220'
78'
151'
236'
18'
238'
128'
224'
235'
100'
13'
Slope
0.26%
0.17%
0.40%
0.35%
0.30%
0.40%
0.30%
0.30%
0.30%
0.30%
0.50%
1.14%
STORM STRUCTURE TABLE
Str.
101
102
103
104
105
106
200
201
202
203
204
300
301
Rim
782.74
782.59
782.59
783.22
783.45
777.59
782.00
781.50
783.42
783.35
783.00
781.77
773.16
Inverts
(SW) 10" PVC INV. = 779.65
(W) 24" RCP INV. = 777.99
(E) 24" RCP INV. = 777.44
(S) 18" PVC INV. = 779.70
(W) 30" RCP INV. = 777.30
(E) 30" RCP INV. = 776.92
(S) 15" PVC INV. = 779.70
(W) 30" RCP INV. = 776.81
(E) 30" RCP INV. = 776.50
(S) 30" RCP INV. = 776.40
(N) 30" RCP INV. = 775.87
(S) 30" RCP INV. = 776.21
(E) 6" PVC INV. = 779.50
(W) 30" HDPE INV. = 774.12
(E) 30" HDPE INV. = 773.80
(S) 15" RCP INV. = 779.78
(N) 15" RCP INV. = 779.07
(SW) 18" RCP INV. = 778.97
(NE) 18" RCP INV. = 778.59
(N) 8" PVC INV. = 779.20
(W) 18" RCP INV. = 778.49
(E) 18" RCP INV. = 777.82
(N) 18" PVC INV. = 780.35
(W) 24" RCP INV. = 777.72
(E) 24" RCP INV. = 777.02
(NE) 15" PVC INV. = 779.10
(N) 30" RCP INV. = 776.92
(N) 6" PVC INV. = 772.50
(E) 6" PVC INV. = 772.50
(S) 12" RCP INV. = 772.50
(N) 12" RCP INV. = 772.00
Casting
R-2502
R-2502
R-2502
R-2502
R-1772
N/A
R-2502
R-2502
R-1772
R-1772
R-1772
R-3405
N/A
Detail
A/SU2.1
A/SU2.1
B/SU2.1
B/SU2.1
B/SU2.1
C/SU2.1
A/SU2.1
A/SU2.1
A/SU2.1
A/SU2.1
B/SU2.1
F/SU2.4
C/SU2.1
Str. Size
4' DIA.
4' DIA.
5' DIA.
5' DIA.
5' DIA.
(2' SUMP)
N/A
4' DIA.
4' DIA.
4' DIA.
4' DIA.
6' DIA.
4' DIA.
N/A PLANNORTHN
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ARCHITECT
CONSULTANT
6/13/2019 3:21:38 PM\\data1\citrixprofiles$\amiller\My Documents\218052.00_ARCH_amiller.rvtPROJECT NUMBER: 2019199.00
INDOOR FACILITY
AT BADGER
FIELDS
CLAY TOWNSHIP
5459 E MAIN STREET
CARMEL, INDIANA
PROJECT ISSUE DATE: August 23, 2019
DRAWN BY: MTP
REV.
NO.DESCRIPTION DATE
11300453
SOI
STATE OF
ORPF
E
S NEER N LA E N GIANAINIDER DAHC I
IG S
No.
TERE
D
A
CNIK.N
DTAC COMMENTS 09/06/20191
STORM SEWER PLAN
SU1.1
NEW BUILDING
FFE = 784.50'
STORM SEWER PLAN
SCALE: 1"= 40'N
40 12004080