HomeMy WebLinkAboutC503 Post Construction SWPPP/////////////
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PROPOSED
MULTI-TENANT
BUILDING
1-STORY, 11,000 GSF
DUMPSTER
ENCLOSURE DO NOTENTERDO NOTENTERSTOPSTOP60' BSL
60' F.S.L.
15' BSL 30' BSL & GREENBELTPROPO
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E
D
BUILDI
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1-STOR
Y
,
2
,
0
0
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S
FDUMPSTERENCLOSURE
MICHIGAN ROAD (US 421)BENNE
T
T
P
A
R
K
W
A
Y
(VAR. R
/
W
)REDD ROAD
(60
'
R
/W
)REDD ROAD(50' R/W)BOONE COUNTYHAMILTON COUNTY9,522 GSF
81'
E
15' D. & U.E.N 00°30'47" W 654.27'55.02'
N 00°37'13" W
N 73°44'
4
5
"
E
1
3
1
.
2
3'
N 25°44'45" E
23.39'
Domain Zionsville, LLC
INSTRUMENT No. 2011-9711
Church LC-MS, INC
INSTRUMENT No. 1995-50146
Advent Evangelical Lutheran
BENNETT TECH. PARK
LOT 3, P.B. 21, PAGE 11
BLOCK A
BENNETT TECHNOLOGY PARK
N 00° 30'47" W - 306.35'L=123.34', R=300.00', D=23d33'23"58.07'56,628 sq.ft.
LOT 1
BLOCK A
INSTRUMENT No. 2017003738
87,105 sq.ft., 2.000 Ac. +/-
INSTR. 201100008813 (BOONE CO.)
0.074 Ac. +/-
CL
SF
CL
SF
CL
SF
CLSF
PS
PS
FOR POST-CONSTRUCTION EROSION
TREATMENTS SEE SHEET L101
FOR POST-CONSTRUCTION EROSION
TREATMENTS SEE SHEET L101
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
C503
POST CONSTRUCTION
SWPPP
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.
1. EROSION CONTROL PLAN MUST BE EXECUTED
BEFORE COMMENCING WITH CONSTRUCTION.
2. ALL EROSION CONTROL MATERIAL NEEDS TO BE
APPROVED BY THE CITY INSPECTORS PRIOR TO
INSTALLATION.
CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE
(MICHIGAN ROAD & 98TH ST.) "BROOM CLEAN" AND FREE OF SOIL OR
AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE.
DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND
PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME
STABILIZATION MAY BE REQUIRED. SEE SHEET C901 FOR SPECIFICATIONS.
ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER
GASKET CONFORMING TO ASTM C 443
GENERAL NOTES
EROSION CONTROL NOTES
ALL STORMWATER DRAINAGE CASTINGS SHALL
BE LABELLED WITH ENVIRONMENTAL MESSAGING
"NO DUMPING, DRAINS TO WATERWAY" 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 THIS PROJECT SHALL BE
PRIVATELY OWNED AND MAINTAINED BY BALDWIN
CAPITAL.
STORM SEWER SYSTEM NOTE
DO NO USE FERTILIZER CONTAINING PHOSPHOROUS
(12-12-12) UNLESS SOIL TESTS INDICATE A
PHOSPHOROUS DEFICIENCY
FERTILIZER NOTE
WHERE REQUIRED, CRIMPED/ANCHORED MULCH OR
MULCH WITH A TACKING AGENT SHALL BE USED. THE
APPLICATION RATE SHOULD MEET GUIDLINES PER
PRACTICE 3.15 OF THE INDIANA HANDBOOK FOR
EROSION CONTROL IN DEVELOPING AREAS.
MULCH NOTE
INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE
OF CONSTRUCTION HAS BEEN COMPLETED (TEMPORARY
OR FINAL) WHERE AREAS WILL BE IDLE OF
CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS
OR MORE.
SEEDING NOTE
F:\2020\2009005 - JDF Development Carmel\02 Civil\Plans\C501.dwg, C503, 11/18/2020 2:13:13 PM, Ashton Fritz, DWG To PDF.pc3, ANSI full bleed D (34.00 x 22.00 Inches), 1:1