HomeMy WebLinkAboutC302 DRAINAGE PLAN757.8
5
757.7
9
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S
757.4
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757.6
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758.1
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1
758.1
3
757.7
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757.9
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758.1
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757.8
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758.1
1
758.0
2757.8
8757.3
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757.6
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1
757.6
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757.1
3
757.
4
3
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757.9
4757.7
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758.1
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758.0
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757.7
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757.2
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757.6
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757.3
0
757.8
1
758.0
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758.1
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758.2
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758.0
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757.8
3
757.9
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757.7
5 757.8
0
758.1
2 758.1
0
758.2
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758.2
8
ST
758.5
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758.2
0
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757.9
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758.0
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758.2
8758.1
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757.9
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757.2
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757.2
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TR
756.9
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ST
756.2
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754.9
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HY DW
758.2
758.0
6
9137
EL:758.52
PWP OHE1 E SHOT W SIDE
HOPEWELL PKWY.
(LOCAL, 2-LANE, 46' R/W)
INST. # 2008043635
E. 146th ST.
(PRIMARY ARTERIAL, 5-LANE, VARIABLE R/W)
S85°17'03"E 172.80'S00°00'00"E 245.82'S90°00'00"W 172.21'
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U]MW
7'LANDSCAPE ESMT
INST. # 2008043644N00°00'00"E 260.02'FALCON NEST II, LLC
INST. # 2011063056
PROPOSED 1.00 ACRES
15' UTILITY ESMT
INST. # 2008033173
storm inlet
tor = 757.04
inv. 21" rcp (n) = 749.54
inv. 21" rcp (sw) = 749.54
storm inlet
tor = 757.08
inv. 21" rcp (s) = 749.28
inv. 24" rcp (n) = 749.28
storm inlet beehive
tor = 754.85
inv. 40" rcp (w) = 748.30
inv. 40" rcp (e) = 748.30
storm manhole
tor = 757.51
inv. 40" rcp (e) = 749.01
inv. 24" rcp (s) = 749.26
inv. 24" rcp (w) = 749.51
DON RIGO PROPERTIES, LLC
INST.# 2017002435
[ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST]
sanitary manhole
tor = 756.20
inv. 10" pvc (s) = 746.00
inv. 10" rcp (e) = 746.05
ASPHALT PATH
storm inlet
tor = 755.65
bottom = 751.05 storm inlet
tor = 757.34
bottom = 752.89
[ST][ST][ST][ST]
[ST]
[ST]
[ST]
[ST]
[ST]
[ST]
storm manhole
tor = 757.01
inv. 40" rcp (w) = 745.71
inv. 40" rcp (n) = 745.71
inv. 12" rcp (e) = 752.01
[S][S][S][S][S]757
758758
758
7
5
8 758758758758
758
758
756
757
mon. well
TBM # 1
CUT "X" S.W CORNER BOLT
ON STRAIN POLE
ELEV. = 758.67
TBM # 2
CUT "BOX" ON CURB
ELEV. = 757.72
[W]
[W]
[W]
[W]
[W]
[W]
[W]
[W]
[W]
[W][W][W][W]
12" PVC WATER
M
A
I
N
P
E
R
P
L
A
N
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////PROPOSED
VETERINARY CLINIC
1-STORY
5,970 SF ±
EX1
GAS
METER
CT
SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS75875875
8
758758758
758
7587587
5
7758 758
7
5
7605RIM: 757.06
604 RIM: 756.81
603 RIM: 757.10
610 RIM: 757.00
602 RIM: 756.00-1.5%
-1.5%-1.4%
-1
.1%
757.7
757.7
757.75 757.35
125 LF OF 15" RCP
@
0
.
4
4
%
53 LF OF
1
2
"
R
C
P
@
0
.
9
4
%157 LF OF 12" RCP @ 0.50%174 LF OF 12" RCP @ 0.32%
STORM STRUCTURE DATA TABLE
STRUCTURE I.D.
304
602
603
604
605
610
RIM
ELEVATION
755.72
756.00
757.10
756.81
757.06
757.00
NEENAH CASTING
DESIGNATION
ex. beehive
R-4342
R-3286-8V
R-3286-8V
R-3286-8V
R-4342
INFLOW
INV, SIZE, (DIRECTION), [UPSTREAM STR.]
INV:751.25 15" RCP (N)[602]
INV:748.30 36" RCP (E)[]
INV:748.30 36" RCP (W)[]
INV:751.40 15" RCP (W)[603]
INV:752.16 12" RCP (N)[604]
INV:752.50 12" RCP (W)[610]
INV:753.05 12" RCP (W)[605]
OUTFLOW
INV, SIZE, (DIRECTION), [DOWNSTREAM STR.]
INV:751.30 15" RCP (S)[304]
INV:751.95 15" RCP (E)[602]
INV:752.95 12" RCP (S)[603]
INV:753.60 12" RCP (E)[604]
INV:753.00 12" RCP (E)[603]
DESCRIPTION &
NOTES
ex. mh
48" DIA. MH
48" DIA. MH
2'x2' BOX
2'x2' BOX
2'X2' BOX
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE I.D.
610
605
604
603
602
DOWNSTREAM
STRUCTURE I.D.
603
604
603
602
304
LENGTH OF
PIPE
53 LF
174 LF
157 LF
125 LF
8 LF
PIPE SIZE / TYPE
12" RCP
12" RCP
12" RCP
15" RCP
15" RCP
SLOPE %
0.94%
0.32%
0.50%
0.44%
0.59%
UPSTREAM
PIPE INV.
753.00
753.60
752.95
751.95
751.30
DOWNSTREAM
PIPE INV.
752.50
753.05
752.16
751.40
751.25
YELLOW DOG
VETERINARY
CLINIC
PROJECT NO.
CHECK:DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.
PE10707583 OO14020 Mississinewa Drive
Carmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717
www.Fritz-Eng.com
ashton@Fritz-Eng.com
Fritz Engineering
Services, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
COOLER DESIGN, INC.
9135 NORTH MERIDIAN ST. STE A1
INDIANAPOLIS, INDIANA 46260
1/13/2021
2004002
E. 146TH ST. & HOPEWELL PKWY.
CARMEL, INDIANA 46033
HAMILTON COUNTY
NE 1
4 , S23 , T18N, R4E
SHEET NAME
SHEET NO.APPROVAL P
E
N
DI
N
G
NOT F
O
R
CONST
R
U
CTI
O
N
C302
DRAINAGE PLAN
AF AF AF
00 20'40'
SCALE: 1" = 20'
N
"IT'S THE
LAW"
R
Know what's below.
Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
MINIMUM FLOOD PROTECTION GRADE (MFPG):
Minimum Flood Protection Grade of all structures fronting a pond or open ditch shall be no less than 2
feet above any adjacent 100-year local or regional flood elevations, whichever is greater, for all
windows, doors, pipe entrances, window wells, and any other structure member where floodwaters can
enter a building.
LOWEST ADJACENT GRADE (LAG):
Lowest Adjacent Grade is the elevation of the lowest grade adjacent to a structure, where the soil meets
the foundation around the outside of the structure (including structural members such as basement
walkout, patios, decks, porches, support posts or piers, and rim of the window well.
FLOOD ROUTING PATH
STORMWATER MANAGEMENT SYSTEM NOTE:
The proposed stormwater management system associated with this project shall be privately owned.
CONSTRUCTION LIMITS /
PROJECT DISTURBANCE LIMITS
STORMWATER MANAGEMENT NARRATIVE:
The proposed development is within a master planned stormwater management system. Stormwater
detention and stormwater quality are provided through offsite measures as approved through The
Legacy Stormwater Management analysis prepared by Williams Creek Consulting.
The downstream storm pipe system was designed to accept runoff from this project site in developed
conditions as part of the Towns and Flats development to the south which also included the drainage
system for Hopewell Parkway.
Runoff from the proposed development will be collected and conveyed to the storm pipe system along
the north side of Hopewell Parkway through a series of new, onsite inlets and storm pipes. The
Hopewell Parkway stormwater system will convey the runoff to the master planned stormwater quality
and detention systems as noted above. There are no onsite stormwater detention or stormwater quality
measures proposed with this project.F:\2020\2004002 - Yellow Dog Vet\02 Civil\Plans\C301.dwg, C302, 1/15/2021 4:46:03 PM, Ashton Fritz, DWG To PDF.pc3, ANSI full bleed D (34.00 x 22.00 Inches), 1:1