HomeMy WebLinkAboutC402 Storm Plan & Profile/////////////
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PROPOSED
MULTI-TENANT
BUILDING
1-STORY, 11,000 GSF
DUMPSTER
ENCLOSURE DO NOTENTERSTOP15' BSL MICHIGAN ROAD (US 421)REDD ROAD(50' R/W)BOONE COUNTYHAMILTON COUNTYG
9,522 GSF
81'
E
15' D. & U.E.602
601
105
6''SSL
G
GAS METERG
G
GAS METERG G
G
GAS METERG G
GGAS METERG
G PIV6''W 2'
'W2'
'W2'
'W2'
'W
1''W
4''W
UGEUGEUGEUGEUGEU
G
E
UGE UGE UGE UGE UGE
N 00°30'47" W 654.27'BOONE COUNTYHAMILTON COUNTYN 00°30'47" W 212.53'CAPPED REBAR SET CAPPED REBAR SET
15' D.S. & U.E.30' GREENBELT & MIN. FRONT SETBACK PER US 421 OVERLAY5' N.A.E.S.& P.H.E.N 00° 30'47" W - 306.35'L=123.34', R=300.00', D=23d33'23"S0°30'47"E 91.86'
L:133.62
R:325.00'
Δ:23°33'23"
N85°00'45"E 237.92'
FFE:903.25
204 LF OF
1
2
"
R
C
P
@
0
.
3
4
%
21 LF OF 12" RCP @ 0.34%
PROFILE: PR STORM: 602 TO EX 105
880
885
890
895
900
905
910
880
885
890
895
900
905
910
1+00.00 1+30.85
1+50.00 2+50.00
3+44.46900.89900.892+00901.80901.80902.16902.163+00901.46901.46STORM STR 602INV(W):896.87RIM:900.80204 LF OF 12" RCP @ 0.34%STORM STR 601INV(E):896.17INV(S):896.07RIM:900.0921 LF OF 12" RCP @ 0.34%STORM STR 105INV(N):896.00RIM:899.50(ex. inlet)////////////////////////////////////////////////DO NOTENTERSTOP60' BSL
30' BSL & GREENBELTPROPO
S
E
D
BUILDIN
G
1-STOR
Y
,
2
,
0
0
0
G
S
FDUMPSTERENCLOSUREBENNE
T
T
P
A
R
K
W
A
Y
(VAR. R
/
W
)REDD ROAD
(60
'
R
/W
)
622
621
611
672
614
613
612
6''SSL
6'
'SSL
2''W
GAS
METER
G
G
G
GAS METERU
G
E
UGEUGE631
58.07'L2 L1L3L5L4
L6
S26°15'17"E
52
.77
'
S0°30'47"E 12.04'S26°15'15"E
94
.22
'
L:43.64
R:25.00'
Δ:99°59'23"
S73°44'
4
0
"
W
1
8
0
.
2
6
'
N61°15'15"W 23.41'N16°15'44"W 436.40'FFE:90
3
.
2
5
45 LF OF 12" RCP @ 0.36%
63 LF OF 12" RCP @ 0.48%
12 LF OF 15" RCP @ 2.01%108 LF OF 15" RCP @ 0.40%8
7
L
F
O
F
1
5
"
RCP
@
0
.
3
5%
48 LF OF 15" RCP @ 0.40%
143
L
F
O
F
15"
R
C
P
@
0.4
0
%
27 LF OF 12" RCP @ 0.33%
PROFILE: PR STORM: 631 TO EX 672
890
895
900
905
910
890
895
900
905
910
1+00.00 1+22.42
1+50.00 2+50.00
2+65.69 3+00.59901.01901.772+00901.37901.99900.35901.433+00900.25900.21143 LF OF 15" RCP @ 0.40%STORM STR 611INV(S):895.60INV(W):895.25INV(NE):895.95RIM:900.3412 LF OF 15" RCP @ 2.01%STORM STR 672INV(E):895.00RIM:897.69STORM STR 612INV(E):896.81INV(SW):896.52INV(SE):896.81RIM:901.09STORM STR 631INV(W):896.90RIM:899.3527 LF OF 12" RCP @ 0.33%(ex. inlet)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:
PROJECT TEAM:
SECTION, TOWNSHIP, RANGE:
THE AVENUE
AT BENNETT FARM
JDF DEVELOPMENT
11710 PEBBLEPOINTE PASS
CARMEL, INDIANA 46033
11/18/2020
200905
BENNETT PKWY & MICHIGAN RD.
CARMEL, INDIANA 46077
HAMILTON COUNTY
SW 1
4, S6, T17N, R3E
SHEET NAME
SHEET NO.APPROVAL PE
N
DI
N
G
NOT F
O
R
CONST
R
U
CTI
O
N
C402
STORM PLAN & PROFILE
AF AF KG
00 30'60'
SCALE: 1" = 30'
N
"IT'S THE
LAW"
R
Know what's below.
Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
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.
EXISTING RIGHT-OF-WAY NOTE
ALL STORM WATER INLETS & CATCH BASIN
CASTINGS SHALL BE LABELLED WITH
ENVIRONMENTAL MESSAGING "NO DUMPING,
DRAINS TO STREAM" CAST IN RAISED OR RECESSED
LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A
FISH SHALL ALSO BE CAST WITH THE LETTERS
STORM SEWER INLET NOTE
ALL STORM SEWER INFRASTRUCTURE TO BE
CONSTRUCTED WITH THE PROJECT LIMITS SHALL BE
PRIVATELY OWNED AND MAINTAINED BY OWNER.
STORM SEWER SYSTEM NOTE
CONTRACTOR TO VERIFY ALL EXISTING
CONDITIONS, INCLUDING UTILITIES AND DRAINAGE
INFRASTRUCTURE BEFORE COMMENCING WITH
CONSTRUCTION. CONTRACTOR TO NOTIFY
ENGINEER OF ANY DISCREPANCIES.
EXISTING CONDITIONS NOTE
00 30'60'
SCALE: 1" = 30'
N
LEGEND:
FINISHED GRADE
EXISTING GRADE
GRANULAR BACKFILL
STORM STRUCTURE ID 6XX
0.0
4.0
VERTICALSCALE: 1" = 5'3.0
2.0
1.0
5.0
0.0
4.0
VERTICALSCALE: 1" = 5'3.0
2.0
1.0
5.0
F:\2020\2009005 - JDF Development Carmel\02 Civil\Plans\C401.dwg, C402, 11/18/2020 2:12:50 PM, Ashton Fritz, DWG To PDF.pc3, ANSI full bleed D (34.00 x 22.00 Inches), 1:1