HomeMy WebLinkAboutC403 Storm Plan & Profile//////////////////////////////////////////
////
///////////////////////////////////////////////////////////////////////////////////////////PROPOSEDMULTI-TENANTBUILDING1-STORY, 11,000 GSFDO NOT
ENTERSTOP 60' BSL60' F.S.L.30' BSL
&
G
R
E
E
N
B
E
L
T PROPOSEDBUILDING1-STORY, 2,000 GSFBENNETT PARKWAY(VAR. R/W)615
614
613
612
6'
'SSL6''SSLGAS METERGAS METERGGGAS METERGGGAS METERGGGAS METERGPIV6'
'W2''W2''W1'
'W4'
'WUGE631
S 16°15'44" E 744.76'L2L1L3L5L4L6SIGN EASEMENTL1S 16°15'44" EL2S 73°44'45" W L3S 16°15'15" EL4S 73°44'45" W L5N 16°15'15" WL6N 73°44'45" E S73°44'40"W 180.26'N61°15'15"W 23.41'
N16°15'
4
4
"
W
4
3
6
.
4
0
'FFE:903.25FFE:903.25108 LF
O
F
1
5
"
R
C
P
@
0
.
4
0
%87 LF O
F 15"
R
C
P
@ 0.35
%
48 LF OF 15" RCP @ 0.40%
1
4
3
LF
OF
1
5
"
RCP
@
0
.
4
0%
27 LF OF 12" RCP @ 0.33%
PROFILE: PR STORM: 616 TO 612
890
895
900
905
910
890
895
900
905
910
1+00.00
1+50.00
2+18.00
2+50.00
3+04.79
3+50.00
3+62.60901.79901.782+00901.36901.38902.36901.493+00901.19901.62899.79901.21STORM STR 612INV(E):896.81INV(SW):896.52INV(SE):896.81RIM:901.0948 LF OF 15" RCP @ 0.40%STORM STR 613INV(SE):897.10INV(NW):897.00RIM:901.3487 LF OF 15" RCP @ 0.35%STORM STR 614INV(S):897.50INV(NW):897.40RIM:901.00108 LF OF 15" RCP @ 0.40%STORM STR 615INV(N):897.93RIM:901.28STA: 1+18.3
TOP OF 6" SAN. LATERAL: 897.56±
CONCRETE CRADLE REQ'D////////////////////////PROPOSEDBUILDING1-STORY, 2,000 GSFDUMPSTERENCLOSUREREDD ROAD(60' R/W)REDD ROAD
(50' R/W)
BOONE COUNTY
HAMILTON COUNTY
622
621
611
672
2'
'WGAS METERGGGGAS METERGGGGGGGG6'
'W2''W2''W2''W1'
'W4'
'WUGEUGEUGEUGEUGEL=123.34', R=300.00', D=23d33'23"58.07'
L:133.62
R:325.00'
Δ:23°33'23"S26°1
5'
1
7
"
E
5
2.
7
7'
S0°30'47"E 12.04'S26°1
5'
1
5
"
E
9
4.
2
2'
L:43.64
R:25.00'
Δ:99°59'23"S73°44'40"W 180.26'45 LF OF 12" RCP @ 0.36%
63 LF OF 12" RCP @ 0.48%
12 LF OF 15" RCP @ 2.01%
1
4
3
LF
OF
1
5
"
RCP
@
0
.
4
0%
PROFILE: PR STORM: 622 TO 611
890
895
900
905
910
890
895
900
905
910
1+00.00
1+50.00
1+54.70 2+27.84898.65899.362+00898.49900.9863 LF OF 12" RCP @ 0.48%STORM STR 621INV(SE):896.00INV(N):895.90RIM:899.3545 LF OF 12" RCP @ 0.36%STORM STR 622INV(NW):896.16RIM:899.45STORM STR 611INV(S):895.60INV(W):895.25INV(NE):895.95RIM:900.34PROJECT 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
C403
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'NLEGEND:
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, C403, 11/18/2020 2:12:55 PM, Ashton Fritz, DWG To PDF.pc3, ANSI full bleed D (34.00 x 22.00 Inches), 1:1