HomeMy WebLinkAboutSU1_Storm Sewer PlanPROPOSED 50' DRAINAGE& UTILITY EASEMENTP2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P1
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P1 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P2 P2
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P4P4 P3 P3 P4 P4 P3 P3 P4 P4 P3 P3
P2
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G G G G G G GG G G G G G G G G G G G G GG G G G GG G GFP FP FPFP FP FPFP
G G G G G G G G G G G G G G G G G G G G G G G G
78 LF OF 30" RCP @ 0.40% 220 LF OF 30" RCP @ 0.17%151 LF OF 30" RCP @ 0.35%236 LF OF 30" RCP @ 0.30%1 28 L F OF 1
8" RCP
@ 0.3 0%238 LF OF 15" RCP @ 0.30%1
1
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
9
11 10 7 12 13
14
15
17
18
180 LF OF 12" RCP @ 0.53%1
1 1
38 LF OF 6" HDPE @ 5.08%
20
786
784
785
785784 785 786 787 788 789
789 788 787 786 785
783783 784783
783782783782781780780781782783
779
781
782 783 778779777776782780781778779775
777 776
780780
16
16
16
1 5 7 6 1 1 7 68
1
16
19 98 LF OF 6" PVC @ 1.00%98 LF OF 6" PVC @ 1.00%98 LF OF 6" PVC @ 1.00%98 LF OF 6" HDPE @ 1.00% 98 LF OF 6" HDPE @ 1.00% ST-202ST-203
ST-101
ST-102
ST-204
ST-200
ST-201
ST-301
ST-CO 1
RIM. = 773.44'
INV. 772.92 (N)
INV. 772.92 (S)
ST-300
RIM. = 777.10'
INV. 771.00 (N)
INV. 771.00 (E)
INV. 771.00 (S)
ST-CO 5
RIM. = 773.64'
INV. 773.12 (W)
ST-CO 2
RIM. = 774.42'
INV. 773.90 (N)
INV. 773.90 (S)
ST-106
ST-BMP-1
ST-105
ST-CO 3
RIM. = 775.40'
INV. 774.88 (N)
INV. 774.88 (S)
ST-CO 4
RIM. = 776.38'
INV. 775.86 (S)
ST-103
34 LF OF 10" PVC @ 0.50%21 0 LF OF 24 " RCP @ 0.26%
18 LF OF 30" HDPE @ 0.40%
62 LF OF 6" HDPE @ 3.41%
235 LF OF 24" RCP @ 0.30%235 LF OF 24" RCP @ 0.30% 224 LF OF 18" RCP @ 0.30%
ST-104
13 LF OF 30" HDPE @ 1.14%
21
21
16
75 LF OF 12" RCP @ 0.30%
ST-202A
ST-501
275 LF OF 15" RCP @ 0.50%ST-502
3
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.
9. ALL UNDERDRAINS NEED TO BE 6", DUAL-WALLED, HDPE, SLOTTED
PIPES.
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 - 6" DOUBLE WALLED PIPE, PERFORATED HANCOR
Hi-Q, TYPE 4 PIPE OR EQUIVALENT - 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.
12'-WIDE, STABILIZED GRAVEL ACCESS PATH
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
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'sbelow.
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
RIP RAP SCOUR PROTECTION
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.
SITE ADDRESS:
5459 EAST MAIN STREET
CARMEL, IN 46033
DEPARTMENT OF PLANNING &
DEVELOPMENT ADDRESS:
ONE CIVIC SQUARE
CARMEL, IN 46032
STORM STRUCTURE TABLE
Str.
101
102
103
104
105
106
200
201
202A
202
203
204
300
301
501
502
Rim
782.74
782.59
782.59
783.22
783.56
778.59
782.00
781.50
782.00
783.44
783.35
783.09
777.10
771.30
783.00
778.64
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
(W) 12" RCP INV. = 778.82
(NE) 18" RCP INV. = 778.59
(N) 8" PVC INV. = 779.20
(E) 12" RCP INV. = 778.60
(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" HDPE INV. = 771.00
(E) 6" HDPE INV. = 771.00
(S) 12" RCP INV. = 771.00
(N) 12" RCP INV. = 770.05
(S) 15" RCP INV. = 778.50
(N) 15" RCP INV. = 777.12
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
Standard
???
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
Standard
A/SU2.1
A/SU2.1
B/SU2.1
F/SU2.4
C/SU2.1
Standard
???
Str. Size
4' DIA.
4' DIA.
5' DIA.
5' DIA.
5' DIA.
(2' SUMP)
N/A
4' DIA.
4' DIA.
Standard
4' DIA.
4' DIA.
6' DIA.
4' DIA.
N/A
Standard
???
15" DIA.
2' X 2' BOX
12" DIA.
R-3472
R-4215-C A/SU2.1
N/A 15" DIA. C/SU2.1
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-202A to ST-202
ST-203 to ST-202
ST-204 to ST-203
ST-301 to ST-300
ST-501 to ST-502
ST-BMP-1 to ST-105
Size
24" RCP
30" RCP
30" RCP
30" RCP
30" RCP
30" HDPE
15" RCP
18" RCP
12" RCP
18" RCP
24" RCP
12" RCP
15" RCP
30" HDPE
Length
210'
220'
78'
151'
236'
18'
238'
128'
75'
224'
235'
180'
275'
13'
Slope
0.26%
0.17%
0.40%
0.35%
0.30%
0.40%
0.30%
0.30%
0.30%
0.30%
0.30%
0.53%
0.50%
1.14%
SITE LAYOUT PLAN
SCALE: 1"= 40'N
40 1200 40 80 PLANNORTHN
WS ECOPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
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
ORPFE
S NEER N LA E N G IANAINIDERDAHC IIGS
No.
TERE
D
A
C
NIK.N
DTAC COMMENTS 09/06/20191
TAC COMMENTS 12/03/20192
TAC COMMENTS 01/10/20203
TAC COMMENTS 03/18/20204
STORM SEWER PLAN
SU1.1
NEW BUILDING
FFE = 784.50'
10/22/20