HomeMy WebLinkAboutKroger J959 CIVIL DWGS.pdfof Madison CountyInstrument #8813193
First National Bank
of Madison County
Instrument #8813192
First National Bank
Instrument #9809803200Kroger Limited Partnership I
Fineberg Group LLC
Instrument #200600051317
Lot 7 of Section 2Carmel Centerpointe 34 LLC
Instrument #9809803200Kroger Limited Partnership I
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RESERVOIRGEISTINTERSTATE465
INTERSTATE69
TAGNUMBER
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DATE:
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TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
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SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
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ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
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PE 10809217
STATE OF
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FLOOD ZONE STATEMENT
C1.0
COVER SHEET
LOCATION MAP
SProject Site
S Project Site
CONSTRUCTION PLANS
FORKROGER J959
1217 S. RANGELINE ROAD, CARMEL, IN 46032
No ScaleVICINITY MAP Scale: 1" = 50'
INDEX MAP
According to the Federal Emergency Management Agency flood insurance rate map (FIRM)
for Hamilton county,Indiana,panels #18057C0209F &18057C0228F dated February 19,
2003,the described real estate lies entirely within zone "X"which area is determined to be
outside 500-year floodplain, by graphic plotting only.
SITE DATA
SITE PLANS PREPARED FOR
Kroger
5960 Castleway West Drive
Indianapolis, IN 46250
(317) 579-8463
Project Manager: Matt Bala
matt.bala@kroger.com
PROJECT TEAM:
OWNER / DEVELOPER
Kroger
5960 Castleway West Drive
Indianapolis, IN 46250
(317) 579-8463
Project Manager: Matt Bala
matt.bala@kroger.com
CIVIL ENGINEER
EMH&T:
7400 Shadeland Avenue, Suite 150
Indianapolis, Indiana 46250
(317) 913-6930
Project Manager: Paula Gartner
pgartner@emht.com
ARCHITECT
PDT Architects, L.L.C.
300 West Fourth Street
Cincinnati, OH 45202
(513) 745-6727
Project Manager: Greg Kaufman
kaufman.g@pdtarchitects.com
Date Description
PLAN SUBMITTALS:
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\pxt16;111TH STREET
\pxt16;106TH STREET
OVERALL SWPPP POST-DEVELOPMENTC1.4.1
OVERALL SITE PLANC1.1.1
OVERALL GRADING AND DRAINAGE PLAN
COVER SHEET
DESCRIPTION
C1.2.1
C1.0
No.
SHEET INDEX
OVERALL UTILITY PLAN C1.3.1
DETAILED SWPPP POST-DEVELOPMENTC1.4.2 - C1.4.3
SITE DETAILS
STORMWATER POLLUTION PREVENTION PLAN DETAILS
STORMWATER POLLUTION PREVENTION PLAN INFORMATION
DETAILED SITE PLANC1.1.2 - C1.1.3
DETAILED GRADING AND DRAINAGE PLAN C1.2.2 - C1.2.3
DETAILED UTILITY PLAN C1.3.2 - C1.3.3
EXISTING CONDITIONS & DEMOLITION PLANCD1.1
SOILS MAP
PROJECT DATA
S. Rangeline Road - 447' of road frontage
S. Rangeline Road and Executive Drive
0.377 acres existing
1
SouthEast corner of S. Rangeline Road and Executive Drive.
Base Flood Elevation:
FIRM Panel No.:
Flood Hazard Zone:
Floodplain Information
Adjacent Zoning:
Zoning:
Zoning Information
Building Setbacks
Thoroughfare:
Planning Data
Road Frontage:
Frontage Road:
Range Line Road - Urban Arterial Executive Drive - Residential Street
Right-of-Way:
Number of Lots:
Project Area:
Narrative:
Location:
6.911 acres
W- C-1
E- B-8
N/A
18057C0209F, dated Feb. 19, 2003
S- B-8
N- B-8
East Property = 10' Min.
Existing: B-8
South Property = 10' Min.
Range Line Road = 25' Min.
ClayHamilton
4-ETownship: 31Section:
County:
18-N
Township:
Range:
City/Town:
Address:
Carmel
1217 S. RANGELINE ROAD
Public Roads:
Half R/W Required 45' Min.
A Building Expansion of 13,596 S.F. to the Existing Kroger Building
Executive Drive - 768' of road frontage
Executive Drive = 10' Min.
Zone X (Unshaded) - Area determined to be outsidethe 500 year Floodplain.
27.5' Min.
NOTE: A SITE SPECIFIC STORMWATER POLLUTIONPREVENTION PLAN (SWPPP) IN ACCORDANCE WITH
327-IAC-15-5 WILL BE PREPARED AND SUBMITTED
WITH THE FINAL CONSTRUCTION PLANS FOR THISPROJECT.
NOTE: THIS PROJECT IS SUBJECT TO THE
CITY OF CARMEL STORM WATERMANAGEMENT AND STORM WATER QUALITY
ORDINANACES.
NOTE: NO EARTH DISTURBING ACTIVITY MAY
COMMENCE WITHOUT AN APPROVED STORM
WATER MANAGEMENT PERMIT.
NOTE: IF IT WILL BE NECESSARY TO RELOCATE
EXISTING UTILITIES, THE EXPENSE OF SUCHRELOCATION SHALL BE THE RESPONSIBILITY OF
THE DEVELOPER. ALL UTILITY POLES SHALL BE
LOCATED WITHIN ONE FOOT OF THE PROPOSEDRIGHT-OF-WAY.
REAL ESTATE DESCRIPTIONS PER DEED RECORD
PARCEL I:
PART OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 04 EAST IN HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER SECTION; THENCE SOUTH 01 DEGREES 04 MINUTES 45 SECONDS EAST ALONG THE WEST LINE OF SAID QUARTER SECTION A DISTANCE OF 246.00 FEET TO THE POINT OF BEGINNING MARKED BY AP.K. NAIL; THENCE NORTH 89 DEGREES 55 MINUTES 00 SECONDS EAST PARALLEL WITH THE NORTH LINE OF SAID QUARTER SECTION A DISTANCE OF 767.96 FEET TO A 5/8 INCH DIAMETER REBAR WITH PLASTIC CAP STAMPED "FIRM 0001" (HEREINAFTER REFERRED TO AS
REBAR); THENCE SOUTH 00 DEGREES 21 MINUTES 04 SECONDS EAST A DISTANCE OF 195.91 FEET TO A REBAR; THENCE SOUTH 88 DEGREES 57 MINUTES 00 SECONDS WEST A DISTANCE OF 165.44 FEET TO A REBAR; THENCE SOUTH 01 DEGREES 04 MINUTES 45 SECONDS
EAST PARALLEL WITH SAID WEST QUARTER LINE A DISTANCE OF 248.27 FEET TO A REBAR; THENCE SOUTH 89 DEGREES 55 MINUTES 00 SECONDS WEST PARALLEL WITH SAID NORTH QUARTER LINE A DISTANCE OF 600.00 FEET TO SAID WEST QUARTER LINE MARKED BY A P.K.
NAIL; THENCE NORTH 01 DEGREES 04 MINUTES 45 SECONDS WEST ALONG SAID WEST QUARTER LINE A DISTANCE OF 447.00 FEET TO THE POINT OF BEGINNING. CONTAINING 6.911 ACRES MORE OR LESS.
EXCEPT:
PART OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 04 EAST IN HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER SECTION; THENCE SOUTH 01 DEGREES 04 MINUTES 45 SECONDS EAST ALONG THE WEST LINE OF SAID QUARTER SECTION A DISTANCE OF 246.00 FEET; THENCE NORTH 89 DEGREES 55 MINUTES 00
SECONDS EAST PARALLEL WITH THE NORTH LINE OF SAID QUARTER SECTION A DISTANCE OF 25.00 FEET TO THE EAST LINE OF RANGELINE ROAD BEING THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 55 MINUTES 00 SECONDS EAST PARALLEL WITH
THE NORTH LINE OF SAID QUARTER SECTION A DISTANCE OF 10.00 FEET; THENCE SOUTH 01 DEGREES 04 MINUTES 45 SECONDS EAST PARALLEL WITH SAID WEST QUARTER LINE A DISTANCE OF 289.42 FEET; THENCE SOUTH 04 DEGREES 42 MINUTES 21 SECONDS EAST A
DISTANCE OF 158.07 FEET TO THE SOUTH LINE OF THE LAND TRACT RECORDED AS DEED RECORD 266, PAGE 3 IN HAMILTON COUNTY RECORDER'S OFFICE; THENCE SOUTH 89 DEGREES 55 MINUTES 00 SECONDS WEST PARALLEL WITH SAID NORTH QUARTER LINE AND ALONG
SAID SOUTH LINE A DISTANCE OF 20.00 FEET TO SAID EAST LINE OF RANGELINE ROAD; THENCE NORTH 01 DEGREES 04 MINUTES 45 SECONDS WEST PARALLEL WITH THE WEST LINE OF SAID QUARTER SECTION A DISTANCE OF 447.00 FEET TO THE POINT OF BEGINNING.
CONTAINING 0.121 ACRES, MORE OR LESS.
PARCEL II:
A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS FOR THE BENEFIT OF PARCEL I OVER A SIXTY FOOT WIDE STRIP OF LAND BEING PART OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 04 EAST IN HAMILTON COUNTY, INDIANA,
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID QUARTER SECTION; THENCE SOUTH 01 DEGREES 04 MINUTES 45 SECONDS EAST ALONG THE WEST LINE OF SAID QUARTER SECTION A DISTANCE OF 186.00 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89
DEGREES 55 MINUTES 00 SECONDS EAST PARALLEL WITH THE NORTH LINE OF SAID QUARTER SECTION A DISTANCE OF 1199.97 FEET TO THE NORTHERLY EXTENSION OF THE EAST LINE OF A 60 FOOT WIDE INGRESS-EGRESS EASEMENT RECORDED AS INSTRUMENT NO.
85-10515 IN THE HAMILTON COUNTY RECORDER'S OFFICE; THENCE SOUTH 00 DEGREES 05 MINUTES 00 SECONDS EAST ALONG SAID EXTENSION AND EAST LINE A DISTANCE OF 581.78 FEET TO THE CENTERLINE OF CARMEL DRIVE; THENCE SOUTH 69 DEGREES 55 MINUTES 00
SECONDS WEST ALONG SAID CENTERLINE A DISTANCE OF 63.85 FEET; THENCE NORTH 00 DEGREES 05 MINUTES 00 SECONDS WEST ALONG THE WEST LINE OF SAID EASEMENT A DISTANCE OF 543.63 FEET; THENCE SOUTH 89 DEGREES 55 MINUTES 00 SECONDS WEST
PARALLEL WITH SAID NORTH QUARTER LINE A DISTANCE OF 1138.93 FEET TO SAID WEST QUARTER LINE; THENCE NORTH 01 DEGREES 04 MINUTES 45 SECONDS WEST ALONG SAID WEST QUARTER LINE A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING.
EXCEPT:
A TEN FOOT WIDE STRIP OF LAND BEING PART OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 04 EAST IN HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID QUARTER SECTION; THENCE SOUTH 01 DEGREES 04 MINUTES 45 SECONDS EAST ALONG THE WEST LINE OF SAID QUARTER SECTION A DISTANCE OF 186.00 FEET; THENCE NORTH 89 DEGREES 55 MINUTES 00 SECONDS
EAST PARALLEL WITH THE NORTH LINE OF SAID QUARTER SECTION A DISTANCE OF 25.00 FEET TO THE EAST LINE OF RANGELINE ROAD BEING THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 55 MINUTES 00 SECONDS EAST PARALLEL WITH THE NORTH
LINE OF SAID QUARTER SECTION A DISTANCE OF 10.00 FEET; THENCE SOUTH 01 DEGREES 04 MINUTES 45 SECONDS EAST PARALLEL WITH THE WEST LINE OF SAID QUARTER SECTION A DISTANCE OF 60.00 FEET; THENCE SOUTH 89 DEGREES 55 MINUTES 00 SECONDS WEST
PARALLEL WITH SAID NORTH QUARTER LINE A DISTANCE OF 10.00 FEET TO SAID EAST LINE OF RANGELINE ROAD; THENCE NORTH 01 DEGREES 04 MINUTES 45 SECONDS WEST PARALLEL WITH SAID WEST QUARTER LINE A DISTANCE OF 50.00 FEET TO THE POINT OF
BEGINNING. CONTAINING 0.014 ACRES, MORE OR LESS.
C
B
Type
B/D
CrA
Symbol
Crosby Silt Loam, 0 - 3 % Slopes
Name
Br Brookston - Silty Clay Loam
No Scale
No Scale
BMmB2Miami Silt Loam, 2 - 6 % slopes
\pxt16;CARMEL DRIVE
TOPOGRAPHIC SURVEY (BY EMH&T)SHEET 1 of 1
284,641 sf (6.53 AC.)
228,970 sf (5.26 AC.)
(BA) 78,506 sf / (TPA) 284,641 sf = 27.58%
393 REQUIRED, 282 PROVIDED
ACCESSIBLE SPACES - per ADA (Included in TOTAL)
TOTAL PARKING SPACES
LOT COVERAGE
BICYCLE SPACES - 5 per 100 REQUIRED PARKING SPACES
TOTAL GREEN SPACE AREA
TOTAL IMPERVIOUS AREA
TOTAL PARCEL AREA (TPA)
54,633 sf (1.25 AC.)
12 PROVIDED
20 REQUIRED, 20 PROVIDED
282 SPACESTOTAL
TOTAL 12 SPACES
BUILDING AREA (BA)78,506 sf
GREEN SPACE PERCENTAGE OF TOTAL PARCEL AREA 19.19%
PARCEL COVERAGE - (NOT SPECIFIED IN CH. 19 OR 23F)80.44%
STORM SEWER PLAN & PROFILES
C1.5.1 - C1.5.2
C1.6.1 - C1.6.2
C2.1.1
C5.1.1
CITY OF CARMEL SITE DETAILSC6.1.1 - C6.1.3
SANITARY SEWER DETAILSC7.1.3
HAMILTON COUNTY STORM SEWER DETAILSC8.1.1 - C8.1.2
CITY OF CARMEL POLICIESC9.1.1 - C9.1.2
MAINTENANCE OF TRAFFIC PLANC4.1.1
LANDSCAPE PLANL1.1
WATER QUALITY DETAILSC7.1.2
STORM SEWER DETAILSC7.1.1
11
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413
Barnes Investment Company
Instrument #9502502
Fineberg Group LLC
Instrument #200600051317
of Madison County
Instrument #8813193
First National Bank
of Madison County
Instrument #8813193
First National Bank
of Madison County
Instrument #8813192
First National Bank
Fineberg Group LLC
Instrument #200100012941
Instrument #9809803200
Kroger Limited Partnership I
Fineberg Group LLC
Instrument #200600051317
60' Ingress/Egress EasementInstrument #9809803200
"A""B"
"C"
South - 0.2'
East - 0.1'
"D"
"E"
South - 0.4'
East - 0.1'
"F"
North - 0.2'
West - 0.1'
"G"
"H"
Lot 7 of Section 2
Carmel Centerpointe 34 LLC
Instrument #9809803200Kroger Limited Partnership I
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Carmel Centerpointe
C.O.
SC
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Curb
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D Tree
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Storm Pipe
DInletDInlet
DWalk
D Stoop/Rail
E Inlet
DSign
D IrrigationD
Curb
D
Tree D Light Pole
D
Light
D
Light
D Light
Existing Pond
DIP
CIP
CIP
CIP
DIP
DIPDIP
CIP
Temporary
Construction
Entrance
MH
S.
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E
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O
A
D
EXECUTIVE DRIVE
Contractor to demolish existing curb back to the next existing
joint past the limits of the new drive (full sawcut at joint)
EXISTING
KROGER
STORE
STAGINGAREA
CHAINLINK FENCE WITH GREEN
FABRIC PER SPECIFICATION
SCasting
EXISTING CURB INLET TO BE SALVAGED. CASTING TO BE ADJUSTED AND ROTATED TO PROPOSED CURB LINE.
D Curb
D
Curb
E
E
12" STORM
6" PVC
SAN
SC
DEMOLITION PLAN LEGEND
Be demolished
Construction fence
Existing to
Construction limits
Tree preservation
DEMOLITION PLAN NOTES
UTILITY STATEMENT:
The utilities shown hereon have been located from field survey information and existing
drawings.The surveyor makes no guarantee that the utilities shown comprise all such utilities
in the area,either in service or abandoned.The surveyor further does not warrant that the
utilities shown are in the exact location indicated although he does certify that they are located
as accurately as possible from information available.
To be abandoned in place.
To be demolished or removed.
A
D
Existing to remain.E
To be relocated.R
To be salvaged.S
1.Erosion control shall be in place prior to any soil disturbance,including pavement
removal.
2.The CONTRACTOR shall verify the location of underground utilities to be removed,
relocated or abandoned prior to commencing demolition activities.
3.The CONTRACTOR shall coordinate work associated with the removal,relocation or
abandonment of utilities with the utility company or entity having ownership of each
respective utility.Costs for disconnection,removal,and/or relocation of existing
utilities as shown on the drawings or as necessary to allow for execution of the work
shall be paid by the CONTRACTOR.
4.No open burning shall be permitted on the site.
5.The OWNER has first salvage rights on all items removed.If OWNER forfeits rights
then all demolished materials shall become the property of the CONTRACTOR and
shall be legally disposed of off-site unless otherwise shown.
6.Unless scheduled for demolition on the drawings,all trees and vegetation shall be
protected throughout the duration of the project.Protective measures shall include
installation and maintenance of tree protection fencing to be located where shown
and at the dripline of all trees located within close proximity of areas where heavy
equipment will operate.
7.A clean,straight edge shall be sawcut between all concrete and asphalt surfaces
scheduled for demolition and concrete and asphalt surfaces to remain in-place.
8.Terminal ends of underground utilities abandoned in-place shall be cut,capped and
plugged.The ends of disconnected underground utilities shall be marked for future
identification with detectable locator tape or a metal rod.
9.Coordinate demolition work with new construction elsewhere on the project site.
10.All foundations,slabs,structural steel,masonry,sidewalks,retaining walls,curbs,
apparatuses,etc.,within the designated demolition lines shall be demolished
according to specifications.All demolition within proposed footprint shall be
coordinated with the building drawings.
11.The CONTRACTOR is responsible to maintain safe access for pedestrians and
vehicle traffic.The CONTRACTOR will maintain all utility services to all businesses.
If utility services must be interrupted,the CONTRACTOR shall coordinate that
shutdown to minimize impact to the business and existing facilities..Coordinate
shutdown at least one week in advance with business,OWNER'S representative and
facility manager.
12.All existing on-site utilities shall remain unless designated for removal or should they
interfere with project construction.CONTRACTOR shall protect all existing utilities to
remain.All utilities within the proposed building footprint will be removed unless
otherwise noted.
13.Manholes,catch basins,cleanouts,valve boxes,frames covers and grates remaining
in use shall be protected and adjusted to final grades.
14.Remove existing utilities only after critical new systems are in place and operational
(i.e.Storm drainage,services to existing structures).It is the CONTRACTOR'S
responsibility to provide proper removal,including safe sequencing of removal for
utilities. CONTRACTOR shall maintain positive drainage at all times.
15.For all utility lines and structures designated to be removed,place and compact
structural backfill within trench.
16.Any damage to existing improvements resulting from the construction of this project
shall be completely repaired/restored to the satisfaction of the City of Carmel at the
completion of the construction.it is recommended that the contractor and the City of
Carmel inspector have a site visit prior to the start of construction.
17.Contractor to demolish existing curb back to the next existing joint past the limits of
the new drive (full sawcut at joint).
Saw cut a clean edge -SC
See note 7.
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
FLOOD ZONE STATEMENT
CONSTRUCTION
TEMPORARY
ENTRANCE
CIP
DIP
Temporary curb inlet protection
Temporary drop inlet protection
According to the Federal Emergency Management Agency flood insurance rate map (FIRM)
for Hamilton county,Indiana,panels #18057C0209F &18057C0228F dated February 19,
2003,the described real estate lies entirely within zone "X"which area is determined to be
outside 500-year floodplain, by graphic plotting only.
Silt fence (EC-2)
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
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SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
CD1.1
EXISTING CONDITIONS
&
DEMOLITION PLAN
1" = 40'
NOTE:CONTRACTOR TO COORDINATE WITH KROGER FOR PHASING OF BUILDING
EXPANSION,UTILITIES,PARKING LOT REVISIONS,LANDSCAPING AND ALL OTHER
ITEMS REFERRING TO CHANGES TO THE EXISTING STORE PRIOR TO BEGINNING
OF CONSTRUCTION.ALL WORK TO BE COMPLETED MUST BE COORDINATED WITH
KROGER SO TO NOT DISTURB THE DELIVERY OF PRODUCT TO THE TRUCK DOCKS
ON THE EAST SIDE OF THE STORE OR TO THE FRONT OF THE STORE.
16
11
11
20
37
D.E.
D.E.
D.
E
.
D.
E
.
V
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D.E.
D.
E
.
D.
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.
C1.1.2 C1.1.3
16
11
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D.E.
D.
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.
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.
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D.
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.
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.
11
13
11
13
5
5
3
13 3
6
116
5
13
5
6
116
413
413
Barnes Investment Company
Instrument #9502502
Fineberg Group LLC
Instrument #200600051317
of Madison County
Instrument #8813193
First National Bank
of Madison County
Instrument #8813193
First National Bank
of Madison County
Instrument #8813192
First National Bank
Fineberg Group LLC
Instrument #200100012941
Instrument #9809803200
Kroger Limited Partnership I
Fineberg Group LLC
Instrument #200600051317
Lot 7 of Section 2
Carmel Centerpointe 34 LLC
Instrument #9809803200Kroger Limited Partnership I
\A1;205.00'\A1;150.00'\A1;200.00'
\A1;200.00'\A1;150.00'\A1;184.99'
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Acreage 6.911 (D)
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\A1;10' BUILD TO LINE\A1;10' BUILD TO LINE
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Carmel Centerpointe
C.O.
LANDSCAPE AREA
PROPOSED EXPANSION
S.
R
A
N
G
E
L
I
N
E
R
O
A
D
EXECUTIVE DRIVE
67
'
204.1'
EXISTING
KROGER
BUILDING
9.
8
'
6.
4
'
228.7'
229'
299.4'
299.3'\A1;299.3'FOR DETAILS AND SPECIFICATIONSFOR OVERHANG, PILLARS,CONCRETE PATIO AND CONCRETE
RETAINING WALL (SEE
ARCHITECTURAL PLANS
FLOOD ZONE STATEMENT
SITE DATA
According to the Federal Emergency Management Agency flood insurance rate map (FIRM)
for Hamilton county,Indiana,panels #18057C0209F &18057C0228F dated February 19,
2003,the described real estate lies entirely within zone "X"which area is determined to be
outside 500-year floodplain, by graphic plotting only.
284,641 sf (6.53 AC.)
228,970 sf (5.26 AC.)
(BA) 78,506 sf / (TPA) 284,641 sf = 27.58%
393 REQUIRED, 282 PROVIDED
ACCESSIBLE SPACES - per ADA (Included in TOTAL)
TOTAL PARKING SPACES
LOT COVERAGE
BICYCLE SPACES - 5 per 100 REQUIRED PARKING SPACES
TOTAL GREEN SPACE AREA
TOTAL IMPERVIOUS AREA
TOTAL PARCEL AREA (TPA)
54,633 sf (1.25 AC.)
12 PROVIDED
20 REQUIRED, 20 PROVIDED
282 SPACESTOTAL
TOTAL 12 SPACES
BUILDING AREA (BA)78,506 sf
GREEN SPACE PERCENTAGE OF TOTAL PARCEL AREA 19.19%
PARCEL COVERAGE - (NOT SPECIFIED IN CH. 19 OR 23F)80.44%
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND
INFORMATION FOR THE BUILDING.
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
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E
DA
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E
DE
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C
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SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C1.1.1
OVERALL
SITE PLAN
1" = 40'
NOTE:CONTRACTOR TO COORDINATE WITH KROGER FOR PHASING OF BUILDING
EXPANSION,UTILITIES,PARKING LOT REVISIONS,LANDSCAPING AND ALL OTHER
ITEMS REFERRING TO CHANGES TO THE EXISTING STORE PRIOR TO BEGINNING
OF CONSTRUCTION.ALL WORK TO BE COMPLETED MUST BE COORDINATED WITH
KROGER SO TO NOT DISTURB THE DELIVERY OF PRODUCT TO THE TRUCK DOCKS
ON THE EAST SIDE OF THE STORE OR TO THE FRONT OF THE STORE.
11
11
20
37
D.E.
D.
E
.
D.
E
.
11
11
20
37
D.E.
D.
E
.
D.
E
.
11
13
11
13
5
5
3
13 3
6
116
5
13
5
6
116
Instrument #9809803200
Kroger Limited Partnership I
Acreage 6.911 (D)
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R52'
R1.5
'
R1.5'
R1.5
'
R1.5'
32
.
3
'
R
5
'
R30'
27
'
30.8'
18.9'
R20'
R30'
40
.
2
'
5'5'
10'
13
.
5
'
PROPOSED EXPANSION
R3
0
'
BICYCLE
PARKING
1099
1
1
1
21
1
5
15
14
13
14
2
44
20
17
18 18
181818
18
18
18
1819
19
1819
18 19
18 19
S.
R
A
N
G
E
L
I
N
E
R
O
A
D
EXECUTIVE DRIVE
204.1'
EXISTING
KROGER
BUILDING
9.
8
'
299.4'
299.3'
(13,596 SF)
31.5'
66
.
7
'
7
6
11
9
9
1
1
14
14
14
14
18
18
18
18
18 19
18 19
ADA10
AD
A18
9.9'
7.2'
3
3
FOR DETAILS AND SPECIFICATIONS
FOR OVERHANG, PILLARS,
CONCRETE PATIO AND CONCRETE
RETAINING WALL (SEE
ARCHITECTURAL PLANS
1.All dimensions shown are measured to the back of curb, unless otherwise shown.
2.All radii shall be 5 feet unless otherwise shown.
3.Dimensions to the building are measured to the exterior of the foundation wall unless
otherwise shown.
4.Bearings,dimensions and easements are shown for reference.Refer to recorded plats
and surveys for additional property information.
5.Refer to architectural plans for building dimensions and details.
6.Parking space stripes shall be 4 inches wide.yellow or white stripes shall be provided at
owner's preference unless otherwise shown.
7.See sheets C5.1.1, C6.1.1-C6.1.3 for details referenced on this sheet.
8.Transverse expansion joints are to be provided per the City of Carmel standards
maximum spacing per City standard for curb including curb and walk.Curb joints may be
more frequent than walk joints.
9.Expansion joints shall be installed in concrete pavements and walks at all locations
where pavements and walks abut a vertical surface such as a curb, wall, column, etc.
10.Contraction joints shall be provided at equal intervals between expansion joints in
concrete walks.Install contraction joints as shown but in no case at intervals greater than
1.5 x the width of the walk.
11.Unless otherwise shown,permanent signs shall be mounted on a single u-channel drive
post driven 42 inches below grade.The bottom edge of the sign shall be 6 feet above the
nearest pavement edge elevation.
12.All pavement striping within the right-of-way shall be thermoplastic.
SITE DEVELOPMENT PLAN NOTES
1.The CONTRACTOR shall ensure that all necessary permits and approvals have been
obtained from agencies having jurisdiction over the work prior to commencing
construction activities.The CONTRACTOR shall obtain and pay the cost of all permits
that have not been secured by the owner.
2.The CONTRACTOR shall comply with the construction safety standards as issued by the
U.S.Department of Labor Occupational Health and Safety Administration as set forth in
Final Rule 29, Part 1926, where such regulations apply to the work.
3.All elevations shown within these plans are based upon U.S.G.S. datum.
4.Locations of utilities shown within these plans are based upon information obtained from
utility companies or their representatives and field evidence of improvements visible on
the ground surface.Exact locations of underground utilities have not been verified.The
CONTRACTOR shall notify utility companies and request field locations of such within
the work area prior to commencing excavation activities. The CONTRACTOR shall report
any variations from the locations shown that may present a conflict with execution of the
work to the ENGINEER in advance of construction.
5.The CONTRACTOR shall coordinate with the respective utility companies and shall pay
the cost of protection,relocation,removal,connection,and/or reconnection of utilities as
necessary for execution of the work.
6.Materials and workmanship shall comply with all applicable codes,specifications,local
ordinances, industry standards and utility company regulations.
7.Traffic control devices shall be furnished,erected,maintained and removed by the
CONTRACTOR in accordance with the Manual of Uniform Traffic Control Devices.Type
"C" lights shall be required on all barricades, drums and similar devices in use at night.
GENERAL SITE NOTES
10-10
10-13
PA-410-14
E 604-SWCR-08
PA-10
PA-1S
PA-1H
10-18PA-2
PA-5F
PA-7A
PA-4B
SI-01
19
18
17
16
14
13
1211
2
Sign -Stop
Landscape Area - See Landscape Plan
Pavement Striping -Painted Crosswalk
Concrete Pavement
Saw-Cut, Remove, & Repair Pavement
Concrete Pavement Section within the Right-of-Way
Heavy Duty Asphalt Pavement Section
Standard Duty Asphalt Pavement Section
Concrete Collar for Casting within Asphalt
Accesible Curb Ramp Type "F" (Indot Standards)5' Concrete Sidewalk
Combined Walk and Curb
Straight curb
SITE PLAN KEY NOTE LEGEND
KEY SITE PLAN DESCRIPTION LINE TYPE/
SYMBOL
DETAIL
REFERENCE
Pavement Striping - Parking Bay Stripe PA-7A
Contractor to Match Existing Curb, Pavement, Sidewalk, Site feature
1
34
5
6
78
9
Chairback Curb and Gutter
FLOOD ZONE STATEMENT
10
Accesible Curb Ramp Type "H" (Indot Standards)
15 Entrance Stoop (See Architectural Plans)
Pavement Striping - 24" Stop Bar PA-7A
SITE DATA
According to the Federal Emergency Management Agency flood insurance rate map (FIRM)
for Hamilton county,Indiana,panels #18057C0209F &18057C0228F dated February 19,
2003,the described real estate lies entirely within zone "X"which area is determined to be
outside 500-year floodplain, by graphic plotting only.
284,641 sf (6.53 AC.)
228,970 sf (5.26 AC.)
(BA) 78,506 sf / (TPA) 284,641 sf = 27.58%
393 REQUIRED, 282 PROVIDED
ACCESSIBLE SPACES - per ADA (Included in TOTAL)
TOTAL PARKING SPACES
LOT COVERAGE
BICYCLE SPACES - 5 per 100 REQUIRED PARKING SPACES
TOTAL GREEN SPACE AREA
TOTAL IMPERVIOUS AREA
TOTAL PARCEL AREA (TPA)
54,633 sf (1.25 AC.)
12 PROVIDED
20 REQUIRED, 20 PROVIDED
282 SPACESTOTAL
TOTAL 12 SPACES
BUILDING AREA (BA)78,506 sf
GREEN SPACE PERCENTAGE OF TOTAL PARCEL AREA 19.19%
PARCEL COVERAGE - (NOT SPECIFIED IN CH. 19 OR 23F)80.44%
20
21
10-19Concrete Drive with Combined Depressed Curb & Gutter
E 604-SWCR-09
10-9Sub-surface Drain
22 Concrete Bollard MI-1A
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
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2
SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C1.1.2
DETAILED
SITE PLAN
1" = 20'
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR
DETAILED DIMENSIONS AND INFORMATION FOR THE
BUILDING.
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
NOTE:CONTRACTOR TO COORDINATE WITH KROGER FOR PHASING OF BUILDING
EXPANSION,UTILITIES,PARKING LOT REVISIONS,LANDSCAPING AND ALL OTHER
ITEMS REFERRING TO CHANGES TO THE EXISTING STORE PRIOR TO BEGINNING
OF CONSTRUCTION.ALL WORK TO BE COMPLETED MUST BE COORDINATED WITH
KROGER SO TO NOT DISTURB THE DELIVERY OF PRODUCT TO THE TRUCK DOCKS
ON THE EAST SIDE OF THE STORE OR TO THE FRONT OF THE STORE.
D.E.
D.E.
D.
E
.
D.
E
.
V
GW
D.E.
D.E.
D.
E
.
D.
E
.
V
GW
of Madison County
Instrument #8813192
First National Bank
Lot 7 of Section 2
Carmel Centerpointe 34 LLC
Instrument #9809803200
Kroger Limited Partnership I
\A1;110.11'
\A1;110.00'
\A
1
;
9
4
.
5
9
'
\A1;160.19'
\A
1
;
9
9
.
5
6
'
\A1;10' BUILD TO LINE
\A
1
;
1
0
'
S
E
T
B
A
C
K
L
I
N
E
\A1;10' SETBACK LINE
Carmel Centerpointe
C.O.
LANDSCAPE AREA
PROPOSED EXPANSION
R
3
0
'
R5'
R
5
'
11
.
9
'
42.1'
5'
45
.
8
'
14.5'
10
1
6 64 413
15
17
18
18
18
18 19
19
1819
EXECUTIVE DRIVE
67
'
204.1'
EXISTING
KROGER
BUILDING
6.
4
'
228.7'
229'
(13,596 SF)
7
14
7
7
EXISTING
POND
21
2011
R25
'
22
16
ADA14
10
14
FOR DETAILS AND SPECIFICATIONS
FOR OVERHANG, PILLARS,
CONCRETE PATIO AND CONCRETE
RETAINING WALL (SEE
ARCHITECTURAL PLANS
12
3 STEPS @
0.5' EACH4
AD
A
5.7'
1.All dimensions shown are measured to the back of curb, unless otherwise shown.
2.All radii shall be 5 feet unless otherwise shown.
3.Dimensions to the building are measured to the exterior of the foundation wall unless
otherwise shown.
4.Bearings,dimensions and easements are shown for reference.Refer to recorded plats
and surveys for additional property information.
5.Refer to architectural plans for building dimensions and details.
6.Parking space stripes shall be 4 inches wide.yellow or white stripes shall be provided at
owner's preference unless otherwise shown.
7.See sheets C5.1.1, C6.1.1-C6.1.3 for details referenced on this sheet.
8.Transverse expansion joints are to be provided per the City of Carmel standards
maximum spacing per City standard for curb including curb and walk.Curb joints may be
more frequent than walk joints.
9.Expansion joints shall be installed in concrete pavements and walks at all locations
where pavements and walks abut a vertical surface such as a curb, wall, column, etc.
10.Contraction joints shall be provided at equal intervals between expansion joints in
concrete walks.Install contraction joints as shown but in no case at intervals greater than
1.5 x the width of the walk.
11.Unless otherwise shown,permanent signs shall be mounted on a single u-channel drive
post driven 42 inches below grade.The bottom edge of the sign shall be 6 feet above the
nearest pavement edge elevation.
12.All pavement striping within the right-of-way shall be thermoplastic.
SITE DEVELOPMENT PLAN NOTES
1.The CONTRACTOR shall ensure that all necessary permits and approvals have been
obtained from agencies having jurisdiction over the work prior to commencing
construction activities.The CONTRACTOR shall obtain and pay the cost of all permits
that have not been secured by the owner.
2.The CONTRACTOR shall comply with the construction safety standards as issued by the
U.S.Department of Labor Occupational Health and Safety Administration as set forth in
Final Rule 29, Part 1926, where such regulations apply to the work.
3.All elevations shown within these plans are based upon U.S.G.S. datum.
4.Locations of utilities shown within these plans are based upon information obtained from
utility companies or their representatives and field evidence of improvements visible on
the ground surface.Exact locations of underground utilities have not been verified.The
CONTRACTOR shall notify utility companies and request field locations of such within
the work area prior to commencing excavation activities. The CONTRACTOR shall report
any variations from the locations shown that may present a conflict with execution of the
work to the ENGINEER in advance of construction.
5.The CONTRACTOR shall coordinate with the respective utility companies and shall pay
the cost of protection,relocation,removal,connection,and/or reconnection of utilities as
necessary for execution of the work.
6.Materials and workmanship shall comply with all applicable codes,specifications,local
ordinances, industry standards and utility company regulations.
7.Traffic control devices shall be furnished,erected,maintained and removed by the
CONTRACTOR in accordance with the Manual of Uniform Traffic Control Devices.Type
"C" lights shall be required on all barricades, drums and similar devices in use at night.
GENERAL SITE NOTES
10-10
10-13
PA-4
10-14E 604-SWCR-08
PA-10
PA-1S
PA-1H
10-18
PA-2
PA-5F
PA-7A
PA-4BSI-01
19
18
1716
14
1312
11
2
Sign -Stop
Landscape Area - See Landscape Plan
Pavement Striping -Painted CrosswalkConcrete Pavement
Saw-Cut, Remove, & Repair Pavement
Concrete Pavement Section within the Right-of-Way
Heavy Duty Asphalt Pavement Section
Standard Duty Asphalt Pavement Section
Concrete Collar for Casting within Asphalt
Accesible Curb Ramp Type "F" (Indot Standards)5' Concrete Sidewalk
Combined Walk and Curb
Straight curb
SITE PLAN KEY NOTE LEGEND
KEY SITE PLAN DESCRIPTION LINE TYPE/
SYMBOL
DETAIL
REFERENCE
Pavement Striping - Parking Bay Stripe PA-7A
Contractor to Match Existing Curb, Pavement, Sidewalk, Site feature
1
3
45
6
7
89
Chairback Curb and Gutter
FLOOD ZONE STATEMENT
10
Accesible Curb Ramp Type "H" (Indot Standards)
15
Entrance Stoop (See Architectural Plans)
Pavement Striping - 24" Stop Bar PA-7A
SITE DATA
According to the Federal Emergency Management Agency flood insurance rate map (FIRM)
for Hamilton county,Indiana,panels #18057C0209F &18057C0228F dated February 19,
2003,the described real estate lies entirely within zone "X"which area is determined to be
outside 500-year floodplain, by graphic plotting only.
284,641 sf (6.53 AC.)
228,970 sf (5.26 AC.)
(BA) 78,506 sf / (TPA) 284,641 sf = 27.58%
393 REQUIRED, 282 PROVIDED
ACCESSIBLE SPACES - per ADA (Included in TOTAL)
TOTAL PARKING SPACES
LOT COVERAGE
BICYCLE SPACES - 5 per 100 REQUIRED PARKING SPACES
TOTAL GREEN SPACE AREA
TOTAL IMPERVIOUS AREA
TOTAL PARCEL AREA (TPA)
54,633 sf (1.25 AC.)
12 PROVIDED
20 REQUIRED, 20 PROVIDED
282 SPACESTOTAL
TOTAL 12 SPACES
BUILDING AREA (BA)78,506 sf
GREEN SPACE PERCENTAGE OF TOTAL PARCEL AREA 19.19%
PARCEL COVERAGE - (NOT SPECIFIED IN CH. 19 OR 23F)80.44%
2021 10-19Concrete Drive with Combined Depressed Curb & Gutter
E 604-SWCR-09
10-9Sub-surface Drain
22 Concrete Bollard MI-1A
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
I
O
N
MA
R
K
Kn
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.
Ca
l
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R
59
6
0
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:
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9
5
9
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P
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12
1
7
S
.
R
A
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E
L
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E
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,
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D
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A
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A
4
6
0
3
2
SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C1.1.3
DETAILED
SITE PLAN
1" = 20'
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR
DETAILED DIMENSIONS AND INFORMATION FOR THE
BUILDING.
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
NOTE:CONTRACTOR TO COORDINATE WITH KROGER FOR PHASING OF BUILDING
EXPANSION,UTILITIES,PARKING LOT REVISIONS,LANDSCAPING AND ALL OTHER
ITEMS REFERRING TO CHANGES TO THE EXISTING STORE PRIOR TO BEGINNING
OF CONSTRUCTION.ALL WORK TO BE COMPLETED MUST BE COORDINATED WITH
KROGER SO TO NOT DISTURB THE DELIVERY OF PRODUCT TO THE TRUCK DOCKS
ON THE EAST SIDE OF THE STORE OR TO THE FRONT OF THE STORE.
C1.2.2 C1.2.3
16
11
11
20
37
D.S.
D.S.
D.E.
D.E.
D.
E
.
D.
E
.
D.E.
D.
E
.
D.
E
.
11
13
11
13
5
5
3
13 3
6
116
5
13
5
6
116
413
413
Barnes Investment Company
Instrument #9502502
Fineberg Group LLC
Instrument #200600051317
of Madison County
Instrument #8813193
First National Bank
of Madison County
Instrument #8813193
First National Bank
of Madison County
Instrument #8813192
First National Bank
Fineberg Group LLC
Instrument #200100012941
Instrument #9809803200
Kroger Limited Partnership I
Fineberg Group LLC
Instrument #200600051317
60' Ingress/Egress EasementInstrument #9809803200
Lot 7 of Section 2
Carmel Centerpointe 34 LLC
\A
1
;
6
0
'
R
/
W
\A1;45'
\A1;35'Instrument #9809803200
Kroger Limited Partnership I
\A
1
;
7
3
.
4
'
\A
1
;
6
0
.
2
'
\A1;26.7'
\A1;North Line of Southeast {\H0.7x;\S1#4;} Section 36-18N-03E
\A1;North Line of Southwest {\H0.7x;\S1#4;} Section 31-18N-04E
\A1;205.00'\A1;150.00'\A1;200.00'
\A1;200.00'\A1;150.00'\A1;184.99'
\A
1
;
1
7
5
.
1
5
'
\A
1
;
1
7
5
.
1
5
'
\A
1
;
1
7
5
.
1
5
'
\A
1
;
1
4
7
.
6
9
'
\A1;34.61'
\A
1
;
2
0
9
.
8
7
'
\A1;110.00'
\A1;110.11'
\A
1
;
4
0
.
0
0
'
\A1;110.00'
\A
1
;
9
4
.
5
9
'
\A
1
;
2
0
6
.
3
7
'
\A1;160.19'
\A
1
;
4
4
.
9
1
'
\A
1
;
9
9
.
5
6
'
Acreage 6.911 (D)
\A
1
;
B
a
s
i
s
o
f
B
e
a
r
i
n
g
s
-
N
0
0
°
5
0
'
0
0
"
W
2
6
6
1
.
4
8
'
(
M
)
\A
1
;
W
e
s
t
L
i
n
e
o
f
S
W
{
\
H
0
.
7
x
;
\
S
1
#
4
;
}
S
e
c
t
i
o
n
3
1
-
1
8
N
-
0
4
E
\A1;10' SETBACK LINE
\A1;10' BUILD TO LINE\A1;10' BUILD TO LINE
\A
1
;
1
0
'
B
U
I
L
D
T
O
L
I
N
E
\A
1
;
1
0
'
S
E
T
B
A
C
K
L
I
N
E
\A
1
;
1
0
'
S
E
T
B
A
C
K
L
I
N
E
\A1;10' SETBACK LINE
Carmel Centerpointe
C.O.
S.
R
A
N
G
E
L
I
N
E
R
O
A
D
EXECUTIVE DRIVE
EXISTING
KROGER
BUILDING
FFE=851.50
PROPOSED EXPANSION
(13,596 SF)
FFE=851.50
EXISTING
POND
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
16
11
11
20
37
D.S.
D.S.
D.E.
D.E.
D.
E
.
D.
E
.
D.E.
D.
E
.
D.
E
.
FR
GRADING NOTES
1.Topsoil shall be stripped from all areas to receive paving and from within the limits of
proposed buildings and structures.Topsoil shall be stripped to the depth shown in the
geotechnical report, or to a depth of 6 inches, whichever is greater.
2.Topsoil shall be placed to a depth of 4 to 6 inches in all areas to be seeded or sodded
per the specifications.
3.Excess topsoil may be placed in mounding areas and nonstructural fill areas as
available.
4.All areas disturbed by construction shall be seeded or sodded unless otherwise shown.
5.Final grades at the project boundary shall match existing elevations unless otherwise
shown.
6.The CONTRACTOR shall perform an earthwork quantity analysis prior to commencing
construction to confirm such quantities with the engineer.Adjustments to proposed finish
grades based upon the earthwork quantity analysis shall be approved by the ENGINEER.
Index contour
Pond top of bank
Pond normal pool
High point
Pond bottom
DESCRIPTION
Match existing
Top of curb and
H:v ratio grade
gutter grade
TW
BW
M.E.
845.50
845.2
:13
IE:805.55
800
801
GRADING PLAN LEGEND
DESCRIPTION
F.F.E.
L.Pt.
H.Pt.
Low point
Swale
%1.00
TB800.50
800.00
LINE TYPE /
SYMBOL
LINE TYPE /
SYMBOL
Pavement spot grade
Pipe invert elevation
Top & bottom of wall
elevation
Finished floor elevation
Intermediate contour
Flow direction w/ grade
Ground spot grade
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND
INFORMATION FOR THE BUILDING.
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
FLOOD ZONE STATEMENT
FR FLOOD ROUTE
PROPOSED BASIN
AREAS
EXISTING BASIN
AREAS
FLOOD GRADE NOTE
According to the Federal Emergency Management Agency flood insurance rate map (FIRM)
for Hamilton county,Indiana,panels #18057C0209F &18057C0228F dated February 19,
2003,the described real estate lies entirely within zone "X"which area is determined to be
outside 500-year floodplain, by graphic plotting only.
The Minimum Flood Protection Grade (MFPG) of all structures fronting a pond or open ditch
shall be no less that 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. The Lowest Adjacent Grade (LAG)
is the elevation of the lowest grade adjacent to a structure, where soil meets the foundation
around the outside of the structure (including structural members such as walkout basements,
patios, decks, porches, support posts or piers, and rim of window wells). The Minimum
Lowest Adjacent Grade (MLAG) for all residential, commercial, or industrial buildings
(including walkout basements) adjacent to ponds shall be set a minimum of 2 feet above the
100-year pond elevation or 2 feet above the emergency overflow weir elevation, whichever is
higher. In addition, the MLAG and MFPG for all residential, commercial, and industrial
buildings shall be set a minimum of 2 feet above the highest noted overflow path/ponding
elevation across the property frontage. As per Table 303.03 of the Carmel Technical
Standards, the MLAG and MFPG for this site are set at 851.50.
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
I
O
N
MA
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2
SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C1.2.1
OVERALL
GRADING PLAN
1" = 40'
Existing Site Conditions Hydrology
Northwest Outfall
Total Drainage Area: 0.37 Ac
Total Discharge (100 yr): 3.44 cfs
Total Discharge (10 yr): 2.02 cfs
Northeast Pond Outfall
Total Drainage Area: 4.90 Ac
Total Discharge (100 yr): 33.84 cfs
Total Discharge (10 yr): 19.93 cfs
Proposed Site Condition Hydrology
(detention provided for entire development)
Northwest Outfall
Total Drainage Area: 0.38 Ac
Total Discharge (100 yr): 3.54 cfs
Total Discharge (10 yr): 2.08 cfs
Northeast Pond Outfall
Total Drainage Area: 4.90 Ac
Total Discharge (100 yr): 33.84 cfs
Total Discharge (10 yr): 19.93 cfs
NOTE:CONTRACTOR TO COORDINATE WITH KROGER FOR PHASING OF BUILDING
EXPANSION,UTILITIES,PARKING LOT REVISIONS,LANDSCAPING AND ALL OTHER
ITEMS REFERRING TO CHANGES TO THE EXISTING STORE PRIOR TO BEGINNING
OF CONSTRUCTION.ALL WORK TO BE COMPLETED MUST BE COORDINATED WITH
KROGER SO TO NOT DISTURB THE DELIVERY OF PRODUCT TO THE TRUCK DOCKS
ON THE EAST SIDE OF THE STORE OR TO THE FRONT OF THE STORE.
11
11
20 850
848 849
37
851
849
850
85
0
851
D.E.
D.
E
.
D.
E
.
11
13
11
13
5
5
3
13 3
6
116
5
13
5
6
116
Instrument #9809803200
Kroger Limited Partnership I
\A1;35'
\A
1
;
2
6
.
7
'
Acreage 6.911 (D)
\A
1
;
W
e
s
t
L
i
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e
o
f
S
W
{
\
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0
.
7
x
;
\
S
1
#
4
;
}
S
e
c
t
i
o
n
3
1
-
1
8
N
-
0
4
E
\A1;10' BUILD TO LINE
\A
1
;
1
0
'
B
U
I
L
D
T
O
L
I
N
E
S.
R
A
N
G
E
L
I
N
E
R
O
A
D
EXECUTIVE DRIVE
PROPOSED EXPANSIONPROPOSED
EXPANSION
(13,596 SF)
FFE=851.50
EXISTING
KROGER
BUILDING
FFE=851.50
TB850.90
850.40
850.05M.E.
M.E.
M.E.
TB849.59
849.09
M.E.
M.E.
849.10M.E.
TB
851.03
850.53
TB
849.95
849.45
851.00 M.E.
849.55
T
B
849.70
849.20
TB
849.45
848.95
TB
849.25
848.75
TB848.60
848.60
847.05M.E.
TB
846.95
846.45
M.E.
M.E.TB
847.26
847.26 848.10 M.E.
TB
848.25
848.25
TB
848.80
848.30
TB
848.90
848.40 M.E.
849.90
TB
848.88
848.38 M.E.
M.E.
848.98 M.E.
TB
850.08
849.58M.E.
TB849.90
849.40M.E.
TB849.76
849.26M.E.
TB
849.79
849.29 %
3.
0
0
%
2.
9
4
%
6
.
3
0
%3.07
M.E.
M.E.
M.E.
M.E.
M.E.
M.E.
11
11
20 850
848 849
37
851
849
850
85
0
851
D.E.
D.
E
.
D.
E
.
M.E.
M.E.
M.E.
M.E.
M.E. M.E.
M.E. M.E.
M.E.
M.E.
M.E.
M.E.
%0.96
%
0
.
8
5
TB
849.91
849.41
TB
850.69
850.19
850.77 M.E.
851.50
BW850.15
TW851.34
BW849.60
TW851.34
TB
850.51
850.01
%
3.
3
0
BW851.00
TW 851.50
%2.46
%2.00
847.86 M.E.
BW851.34
TW851.34TB
851.12
850.62
BW850.82
TW851.34
BW850.71TW851.34
%2.00
%2.00
851.25851.09
%
2.
3
8
%
5.
0
GRADING NOTES
1.Topsoil shall be stripped from all areas to receive paving and from within the limits of
proposed buildings and structures.Topsoil shall be stripped to the depth shown in the
geotechnical report, or to a depth of 6 inches, whichever is greater.
2.Topsoil shall be placed to a depth of 4 to 6 inches in all areas to be seeded or sodded
per the specifications.
3.Excess topsoil may be placed in mounding areas and nonstructural fill areas as
available.
4.All areas disturbed by construction shall be seeded or sodded unless otherwise shown.
5.Final grades at the project boundary shall match existing elevations unless otherwise
shown.
6.The CONTRACTOR shall perform an earthwork quantity analysis prior to commencing
construction to confirm such quantities with the engineer.Adjustments to proposed finish
grades based upon the earthwork quantity analysis shall be approved by the ENGINEER.
Index contour
Pond top of bank
Pond normal pool
High point
Pond bottom
DESCRIPTION
Match existing
Top of curb and
H:v ratio grade
gutter grade
TWBW
M.E.
845.50
845.2
:13
IE:805.55
800
801
GRADING PLAN LEGEND
DESCRIPTION
F.F.E.
L.Pt.
H.Pt.
Low point
Swale
%1.00
TB800.50
800.00
LINE TYPE /
SYMBOL
LINE TYPE /
SYMBOL
Pavement spot grade
Pipe invert elevation
Top & bottom of wall
elevation
Finished floor elevation
Intermediate contour
Flow direction w/ grade
Ground spot grade
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND
INFORMATION FOR THE BUILDING.
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
FLOOD ZONE STATEMENT
According to the Federal Emergency Management Agency flood insurance rate map (FIRM)
for Hamilton county,Indiana,panels #18057C0209F &18057C0228F dated February 19,
2003,the described real estate lies entirely within zone "X"which area is determined to be
outside 500-year floodplain, by graphic plotting only.
Standards, the MLAG and MFPG for this site are set at 851.50.
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
I
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N
MA
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.
Ca
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R
59
6
0
C
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DE
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.
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6
0
3
2
SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C1.2.2
DETAILED
GRADING PLAN
1" = 20'
NOTE:CONTRACTOR TO COORDINATE WITH KROGER FOR PHASING OF BUILDING
EXPANSION,UTILITIES,PARKING LOT REVISIONS,LANDSCAPING AND ALL OTHER
ITEMS REFERRING TO CHANGES TO THE EXISTING STORE PRIOR TO BEGINNING
OF CONSTRUCTION.ALL WORK TO BE COMPLETED MUST BE COORDINATED WITH
KROGER SO TO NOT DISTURB THE DELIVERY OF PRODUCT TO THE TRUCK DOCKS
ON THE EAST SIDE OF THE STORE OR TO THE FRONT OF THE STORE.
D
84
9
85
1
849
D.S.
D.S.
D.E.
D.E.
D.
E
.
D.
E
.
C.O.
C.O.C.O.
C.O.
850
of Madison County
Instrument #8813192
First National Bank
Lot 7 of Section 2
Carmel Centerpointe 34 LLC
\A
1
;
6
0
'
R
/
W
Instrument #9809803200Kroger Limited Partnership I
\A
1
;
7
3
.
4
'
\A1;26.7'
\A1;110.00'
\A
1
;
9
4
.
5
9
'
\A1;160.19'
\A
1
;
9
9
.
5
6
'
\A1;10' BUILD TO LINE
\A
1
;
1
0
'
S
E
T
B
A
C
K
L
I
N
E
\A1;10' SETBACK LINE
Carmel Centerpointe
C.O.
EXECUTIVE DRIVE
PROPOSED
EXPANSION
(13,596 SF)
FFE=851.50
EXISTING
KROGER
BUILDING
FFE=851.50
EXISTING
KROGER
BUILDING
FFE=851.50
PROPOSED EXPANSION
(13,596 SF)
FFE=851.50
EXISTING
POND
TB848.88
848.38 M.E.
M.E.
848.98 M.E.
850.00
848.40M.E.
TB848.30
847.80
M.E.
M.E.
TB
848.22
847.72
848.65M.E.
TB
848.55
848.40 M.E.
TB
848.98
848.48
848.30M.E.
TB
848.60
848.60
TB849.20
848.70 M.E.
849.30 M.E.
TB849.75
849.25 M.E.
M.E.
TB849.60
849.10
TB
849.65
849.15
849.10M.E.
849.20M.E.
848.90M.E.849.60M.E.
849.15
849.45
TB
850.00
849.10
TB849.73
849.23
TB
849.39
848.79
%
3.
6
3
%
2.2
7
%0.91
850.00 849.89
D
84
9
85
1
849
D.S.
D.S.
D.E.
D.E.
D.
E
.
D.
E
.
C.O.
C.O.C.O.
C.O.
850
M.E.
M.E.
851.50
851.40
\A1;3 STEPS @ 0.5' EACH 849.00
GRADING NOTES
1.Topsoil shall be stripped from all areas to receive paving and from within the limits of
proposed buildings and structures.Topsoil shall be stripped to the depth shown in the
geotechnical report, or to a depth of 6 inches, whichever is greater.
2.Topsoil shall be placed to a depth of 4 to 6 inches in all areas to be seeded or sodded
per the specifications.
3.Excess topsoil may be placed in mounding areas and nonstructural fill areas as
available.
4.All areas disturbed by construction shall be seeded or sodded unless otherwise shown.
5.Final grades at the project boundary shall match existing elevations unless otherwise
shown.
6.The CONTRACTOR shall perform an earthwork quantity analysis prior to commencing
construction to confirm such quantities with the engineer.Adjustments to proposed finish
grades based upon the earthwork quantity analysis shall be approved by the ENGINEER.
Index contour
Pond top of bank
Pond normal pool
High point
Pond bottom
DESCRIPTION
Match existing
Top of curb and
H:v ratio grade
gutter grade
TWBW
M.E.
845.50
845.2
:13
IE:805.55
800
801
GRADING PLAN LEGEND
DESCRIPTION
F.F.E.
L.Pt.
H.Pt.
Low point
Swale
%1.00
TB800.50
800.00
LINE TYPE /
SYMBOL
LINE TYPE /
SYMBOL
Pavement spot grade
Pipe invert elevation
Top & bottom of wall
elevation
Finished floor elevation
Intermediate contour
Flow direction w/ grade
Ground spot grade
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND
INFORMATION FOR THE BUILDING.
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
FLOOD ZONE STATEMENT
According to the Federal Emergency Management Agency flood insurance rate map (FIRM)
for Hamilton county,Indiana,panels #18057C0209F &18057C0228F dated February 19,
2003,the described real estate lies entirely within zone "X"which area is determined to be
outside 500-year floodplain, by graphic plotting only.
Standards, the MLAG and MFPG for this site are set at 851.50.
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
I
O
N
MA
R
K
Kn
o
w
w
h
a
t
'
s
be
l
o
w
.
be
f
o
r
e
y
o
u
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i
g
.
Ca
l
l
R
59
6
0
C
A
S
T
L
E
W
A
Y
W
E
S
T
D
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I
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E
IN
D
I
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A
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,
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4
6
2
5
0
Ph
:
3
1
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.
5
7
9
.
8
4
6
3
F
x
:
3
1
7
.
5
7
9
.
8
1
6
2
PR
E
P
A
R
E
D
F
O
R
:
DE
V
E
L
O
P
M
E
N
T
P
L
A
N
AM
E
N
D
M
E
N
T
E
X
H
I
B
I
T
S
FO
R
KR
O
G
E
R
J
9
5
9
EX
P
A
N
S
I
O
N
12
1
7
S
.
R
A
N
G
E
L
I
N
E
R
O
A
D
CA
R
M
E
L
,
I
N
D
I
A
N
A
4
6
0
3
2
SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C1.2.3
DETAILED
GRADING PLAN
1" = 20'
NOTE:CONTRACTOR TO COORDINATE WITH KROGER FOR PHASING OF BUILDING
EXPANSION,UTILITIES,PARKING LOT REVISIONS,LANDSCAPING AND ALL OTHER
ITEMS REFERRING TO CHANGES TO THE EXISTING STORE PRIOR TO BEGINNING
OF CONSTRUCTION.ALL WORK TO BE COMPLETED MUST BE COORDINATED WITH
KROGER SO TO NOT DISTURB THE DELIVERY OF PRODUCT TO THE TRUCK DOCKS
ON THE EAST SIDE OF THE STORE OR TO THE FRONT OF THE STORE.
C1.3.2 C1.3.3
16
11
11
20
D
37
D.S.
D.S.
D.E.
D.E.
D.
E
.
D.
E
.
V
GW C.O.
C.O.C.O.
C.O.
D.E.
D.
E
.
D.
E
.
11
13
11
13
5
5
3
13 3
6
116
5
13
5
6
116
413
413
Barnes Investment Company
Instrument #9502502
Fineberg Group LLC
Instrument #200600051317
of Madison County
Instrument #8813193
First National Bank
of Madison County
Instrument #8813193
First National Bank
of Madison County
Instrument #8813192
First National Bank
Fineberg Group LLC
Instrument #200100012941
Instrument #9809803200
Kroger Limited Partnership I
Fineberg Group LLC
Instrument #200600051317
60' Ingress/Egress EasementInstrument #9809803200
"A""B"
"C"
South - 0.2'
East - 0.1'
"D"
"E"
South - 0.4'
East - 0.1'
"F"
North - 0.2'
West - 0.1'
"G"
"H"
Lot 7 of Section 2
Carmel Centerpointe 34 LLC
\A
1
;
6
0
'
R
/
W
\A1;45'
\A1;35'Instrument #9809803200
Kroger Limited Partnership I
\A
1
;
7
3
.
4
'
\A
1
;
6
0
.
2
'
\A1;26.7'
\A1;North Line of Southeast {\H0.7x;\S1#4;} Section 36-18N-03E
\A1;North Line of Southwest {\H0.7x;\S1#4;} Section 31-18N-04E
\A1;205.00'\A1;150.00'\A1;200.00'
\A1;200.00'\A1;150.00'\A1;184.99'
\A
1
;
1
7
5
.
1
5
'
\A
1
;
1
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5
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1
5
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;
1
7
5
.
1
5
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1
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4
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.
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\A1;34.61'
\A
1
;
2
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9
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8
7
'
\A1;110.00'
\A1;110.11'
\A
1
;
4
0
.
0
0
'
\A1;110.00'
\A
1
;
9
4
.
5
9
'
\A
1
;
2
0
6
.
3
7
'
\A1;160.19'
\A
1
;
4
4
.
9
1
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\A
1
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9
9
.
5
6
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Acreage 6.911 (D)
\A
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\A1;10' SETBACK LINE
\A1;10' BUILD TO LINE\A1;10' BUILD TO LINE
\A
1
;
1
0
'
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I
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\A1;10' SETBACK LINE
Carmel Centerpointe
C.O.
S.
R
A
N
G
E
L
I
N
E
R
O
A
D
EXECUTIVE DRIVE
INV NE (24" HDPE) = 842.55
EXISTING CURB INLET TO REMAIN. ADJUST CASTING AND ROTATE TO PROPOSED CURB LINE.
(DEMO)
1.CONTRACTOR TO INSTALL ALL WATER FEATURES PER THE CITY OF CARMEL WATER
SPECIFICATIONS.ALL FIRE HYDRANTS,POST INDICATOR VALVES (PIV),FIRE DEPARTMENT
CONNECTIONS (FDC)AND OTHER WATER ITEMS ABOVE GROUND ARE TO BE PAINTED RED.SEE
CITY OF CARMEL SPECIFICATIONS FOR EXACT COLOR.
2.REFER TO MECHANICAL,ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES
WITHIN 5 FEET OF STRUCTURES.
3.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER
THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED
CROSSING UTILITIES.IN SUCH CASES,THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS
REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.
4.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE
MAINTAINED AT ALL TIMES.A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER
LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM
SEPARATION REQUIREMENTS CANNOT BE MET,THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE
WATER PIPE FOR THE SEWER PER DETAIL SA-9.
5.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM
THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE.
6.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS,
TEES AND HYDRANTS PER THE DETAILS.
7.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO
THE NEAREST FOOT.
8.PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END
SECTIONS.
9.WHERE GRADE MODIFICATIONS (CUT OR FILL)ARE SHOWN ADJACENT TO EXISTING VALVE BOX
COVERS AND MANHOLE CASTINGS,THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE
ADJUSTED FLUSH WITH THE PROPOSED GRADE.
10.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL
BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF
EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.
11.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12
INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE.
12.PAVEMENTS,WALKS,CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR
INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION
UNLESS OTHERWISE SHOWN.
13.MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE
PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE
CASTING PER THE DETAILS.
14.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING
BUILDINGS,ETC.WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE
OWNER,UTILITY COMPANIES,AND GOVERNING AUTHORITIES.THE CONTRACTOR SHALL INSTALL
AS NECESSARY,TEMPORARY SITE LIGHTING,GAS,SANITARY,WATER,STORM,ELECTRIC,
TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN.
15.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY
CONNECTIONS.
16.CONTRACTOR SHALL PROVIDE ALL BENDS,FITTINGS,ADAPTERS,ETC.AS REQUIRED FOR PIPE
CONNECTIONS TO BUILDING/CANOPY STUB OUTS.INCLUDING ROOF/FOOTING DRAIN
CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM.
17.CAP STUBS AND PROVIDE FIELD MARKERS.
18.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY
OTHERS).
UTILITY NOTES
Lat LATERAL
PEDESTAL
BURIED TELEPHONE
COMMUNICATION/DATA
GREASE INTERCEPTOR
MANHOLE
METER
AREA LIGHTING
PARKING LOT LIGHTING
POWER POLE
TRANSFORMER
BURIED ELECTRIC LINE
ELECTRIC
GAS VALVE
GAS METER
GAS LINE - SIZE AS SHOWN
GAS
FIRE DEPT. CONNECTION
POST INDICATOR VALVE (PIV)
BLOW OFF ASSEMBLY
AIR RELIEF VALVE
FIRE HYDRANT
METER
VALVES
FITTINGS
BENDS
FIRE LINE - SIZE AS SHOWN
WATERLINE - SIZE AS SHOWN
WATERLINE
CLEANOUT
SWALE / FLOW LINE
ROOF DRAIN / DOWNSPOUT
MANHOLE
END SECTION
INLETS
SUB-SURFACE-DRAIN - SIZE AS SHOWN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
STORM SEWERS
CLEAN OUT
LATERAL SIZE AS SHOWN
MANHOLE
FORCE MAIN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
SANITARY SEWERS
UTLITY DESCRIPTION LINE TYPE/SYMBOL
UTILITY IMPROVEMENTS
G
C.O.
C.O.
821.50IE
825.50RIM
>ooo >ooo
LEGEND OF PROPOSED
W
S
D
T
E
M
T
D.S.
P
825.50RIM
200
IE 821.50
SEE EXISTING CONDITIONS PLAN FOR EXISTING UTILITY LEGEND.
EXISTING UTILITY LINE TYPES ARE NOTED WITHIN BRACKETS.
NOTES:
100
GENERATOR G
GI
CABLE
G
W
E
FIBER OPTIC FO
FLOOD ZONE STATEMENT
According to the Federal Emergency Management Agency flood insurance rate map (FIRM)
for Hamilton county,Indiana,panels #18057C0209F &18057C0228F dated February 19,
2003,the described real estate lies entirely within zone "X"which area is determined to be
outside 500-year floodplain, by graphic plotting only.
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
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E
DA
T
E
DE
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2
SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C1.3.1
OVERALL
UTILITY PLAN
1" = 40'
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR
DETAILED DIMENSIONS AND INFORMATION FOR THE
BUILDING.
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
NOTE:CONTRACTOR TO COORDINATE WITH KROGER FOR PHASING OF BUILDING
EXPANSION,UTILITIES,PARKING LOT REVISIONS,LANDSCAPING AND ALL OTHER
ITEMS REFERRING TO CHANGES TO THE EXISTING STORE PRIOR TO BEGINNING
OF CONSTRUCTION.ALL WORK TO BE COMPLETED MUST BE COORDINATED WITH
KROGER SO TO NOT DISTURB THE DELIVERY OF PRODUCT TO THE TRUCK DOCKS
ON THE EAST SIDE OF THE STORE OR TO THE FRONT OF THE STORE.
11
11
20
37
D.E.
D.
E
.
D.
E
.
11
13
11
13
5
5
3
13 3
6
116
5
13
5
6
116
Instrument #9809803200Kroger Limited Partnership I
"A"
"H"
\A1;35'
\A
1
;
2
6
.
7
'
Acreage 6.911 (D)
\A
1
;
W
e
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t
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e
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f
S
W
{
\
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0
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7
x
;
\
S
1
#
4
;
}
S
e
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t
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3
1
-
1
8
N
-
0
4
E
\A1;10' BUILD TO LINE
\A
1
;
1
0
'
B
U
I
L
D
T
O
L
I
N
E
S.
R
A
N
G
E
L
I
N
E
R
O
A
D
EXECUTIVE DRIVE
EXISTING
KROGER
BUILDING
FFE=851.50
PROPOSED
EXPANSION
FFE=851.50INV NE (24" HDPE) = 842.55
EXISTING CURB INLET TO REMAIN. ADJUST CASTING AND ROTATE TO PROPOSED CURB LINE.
(DEMO)
1.CONTRACTOR TO INSTALL ALL WATER FEATURES PER THE CITY OF CARMEL WATER
SPECIFICATIONS.ALL FIRE HYDRANTS,POST INDICATOR VALVES (PIV),FIRE DEPARTMENT
CONNECTIONS (FDC)AND OTHER WATER ITEMS ABOVE GROUND ARE TO BE PAINTED RED.SEE
CITY OF CARMEL SPECIFICATIONS FOR EXACT COLOR.
2.REFER TO MECHANICAL,ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES
WITHIN 5 FEET OF STRUCTURES.
3.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER
THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED
CROSSING UTILITIES.IN SUCH CASES,THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS
REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.
4.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE
MAINTAINED AT ALL TIMES.A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER
LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM
SEPARATION REQUIREMENTS CANNOT BE MET,THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE
WATER PIPE FOR THE SEWER PER DETAIL SA-9.
5.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM
THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE.
6.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS,
TEES AND HYDRANTS PER THE DETAILS.
7.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO
THE NEAREST FOOT.
8.PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END
SECTIONS.
9.WHERE GRADE MODIFICATIONS (CUT OR FILL)ARE SHOWN ADJACENT TO EXISTING VALVE BOX
COVERS AND MANHOLE CASTINGS,THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE
ADJUSTED FLUSH WITH THE PROPOSED GRADE.
10.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL
BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF
EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.
11.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12
INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE.
12.PAVEMENTS,WALKS,CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR
INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION
UNLESS OTHERWISE SHOWN.
13.MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE
PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE
CASTING PER THE DETAILS.
14.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING
BUILDINGS,ETC.WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE
OWNER,UTILITY COMPANIES,AND GOVERNING AUTHORITIES.THE CONTRACTOR SHALL INSTALL
AS NECESSARY,TEMPORARY SITE LIGHTING,GAS,SANITARY,WATER,STORM,ELECTRIC,
TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN.
15.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY
CONNECTIONS.
16.CONTRACTOR SHALL PROVIDE ALL BENDS,FITTINGS,ADAPTERS,ETC.AS REQUIRED FOR PIPE
CONNECTIONS TO BUILDING/CANOPY STUB OUTS.INCLUDING ROOF/FOOTING DRAIN
CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM.
17.CAP STUBS AND PROVIDE FIELD MARKERS.
18.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY
OTHERS).
UTILITY NOTES
Lat LATERAL
PEDESTAL
BURIED TELEPHONE
COMMUNICATION/DATA
GREASE INTERCEPTOR
MANHOLE
METER
AREA LIGHTING
PARKING LOT LIGHTING
POWER POLE
TRANSFORMER
BURIED ELECTRIC LINE
ELECTRIC
GAS VALVE
GAS METER
GAS LINE - SIZE AS SHOWN
GAS
FIRE DEPT. CONNECTION
POST INDICATOR VALVE (PIV)
BLOW OFF ASSEMBLY
AIR RELIEF VALVE
FIRE HYDRANT
METER
VALVES
FITTINGS
BENDS
FIRE LINE - SIZE AS SHOWN
WATERLINE - SIZE AS SHOWN
WATERLINE
CLEANOUT
SWALE / FLOW LINE
ROOF DRAIN / DOWNSPOUT
MANHOLE
END SECTION
INLETS
SUB-SURFACE-DRAIN - SIZE AS SHOWN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
STORM SEWERS
CLEAN OUT
LATERAL SIZE AS SHOWN
MANHOLE
FORCE MAIN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
SANITARY SEWERS
UTLITY DESCRIPTION LINE TYPE/SYMBOL
UTILITY IMPROVEMENTS
G
C.O.
C.O.
821.50IE
825.50RIM
>ooo >ooo
LEGEND OF PROPOSED
W
S
D
T
E
M
T
D.S.
P
825.50RIM
200
IE 821.50
SEE EXISTING CONDITIONS PLAN FOR EXISTING UTILITY LEGEND.EXISTING UTILITY LINE TYPES ARE NOTED WITHIN BRACKETS.
NOTES:
100
GENERATOR G
GI
CABLE
G
W
E
FIBER OPTIC FO
FLOOD ZONE STATEMENT
FLOOD ZONE STATEMENT
According to the Federal Emergency Management Agency flood insurance rate map (FIRM)
for Hamilton county,Indiana,panels #18057C0209F &18057C0228F dated February 19,
2003,the described real estate lies entirely within zone "X"which area is determined to be
outside 500-year floodplain, by graphic plotting only.
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
I
O
N
MA
R
K
Kn
o
w
w
h
a
t
'
s
be
l
o
w
.
be
f
o
r
e
y
o
u
d
i
g
.
Ca
l
l
R
59
6
0
C
A
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T
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E
W
A
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W
E
S
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D
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I
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PR
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:
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SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C1.3.2
DETAILED
UTILITY PLAN
1" = 20'
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND
INFORMATION FOR THE BUILDING.
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
NOTE:CONTRACTOR TO COORDINATE WITH KROGER FOR PHASING OF BUILDING
EXPANSION,UTILITIES,PARKING LOT REVISIONS,LANDSCAPING AND ALL OTHER
ITEMS REFERRING TO CHANGES TO THE EXISTING STORE PRIOR TO BEGINNING
OF CONSTRUCTION.ALL WORK TO BE COMPLETED MUST BE COORDINATED WITH
KROGER SO TO NOT DISTURB THE DELIVERY OF PRODUCT TO THE TRUCK DOCKS
ON THE EAST SIDE OF THE STORE OR TO THE FRONT OF THE STORE.
D
D.S.
D.S.
D.E.
D.E.
D.
E
.
D.
E
.
V
GW C.O.
C.O.C.O.
C.O.
of Madison County
Instrument #8813192
First National Bank
"B"
"C"
South - 0.2'
East - 0.1'
"D"
Lot 7 of Section 2
Carmel Centerpointe 34 LLC
\A
1
;
6
0
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R
/
W
Instrument #9809803200Kroger Limited Partnership I
\A
1
;
7
3
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4
'
\A1;26.7'
\A1;110.11'
\A1;110.00'
\A
1
;
9
4
.
5
9
'
\A1;160.19'
\A
1
;
9
9
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6
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\A1;10' BUILD TO LINE
\A
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\A1;10' SETBACK LINE
Carmel Centerpointe
C.O.
EXECUTIVE DRIVE
BUILDING
FFE=851.50
EXPANSION
EXISTING
POND
EXISTING
KROGER
BUILDING
FFE=851.50
PROPOSED
EXPANSION
FFE=851.50
1.CONTRACTOR TO INSTALL ALL WATER FEATURES PER THE CITY OF CARMEL WATER
SPECIFICATIONS.ALL FIRE HYDRANTS,POST INDICATOR VALVES (PIV),FIRE DEPARTMENT
CONNECTIONS (FDC)AND OTHER WATER ITEMS ABOVE GROUND ARE TO BE PAINTED RED.SEE
CITY OF CARMEL SPECIFICATIONS FOR EXACT COLOR.
2.REFER TO MECHANICAL,ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES
WITHIN 5 FEET OF STRUCTURES.
3.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER
THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED
CROSSING UTILITIES.IN SUCH CASES,THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS
REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.
4.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE
MAINTAINED AT ALL TIMES.A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER
LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM
SEPARATION REQUIREMENTS CANNOT BE MET,THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE
WATER PIPE FOR THE SEWER PER DETAIL SA-9.
5.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM
THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE.
6.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS,
TEES AND HYDRANTS PER THE DETAILS.
7.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO
THE NEAREST FOOT.
8.PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END
SECTIONS.
9.WHERE GRADE MODIFICATIONS (CUT OR FILL)ARE SHOWN ADJACENT TO EXISTING VALVE BOX
COVERS AND MANHOLE CASTINGS,THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE
ADJUSTED FLUSH WITH THE PROPOSED GRADE.
10.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL
BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF
EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.
11.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12
INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE.
12.PAVEMENTS,WALKS,CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR
INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION
UNLESS OTHERWISE SHOWN.
13.MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE
PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE
CASTING PER THE DETAILS.
14.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING
BUILDINGS,ETC.WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE
OWNER,UTILITY COMPANIES,AND GOVERNING AUTHORITIES.THE CONTRACTOR SHALL INSTALL
AS NECESSARY,TEMPORARY SITE LIGHTING,GAS,SANITARY,WATER,STORM,ELECTRIC,
TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN.
15.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY
CONNECTIONS.
16.CONTRACTOR SHALL PROVIDE ALL BENDS,FITTINGS,ADAPTERS,ETC.AS REQUIRED FOR PIPE
CONNECTIONS TO BUILDING/CANOPY STUB OUTS.INCLUDING ROOF/FOOTING DRAIN
CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM.
17.CAP STUBS AND PROVIDE FIELD MARKERS.
18.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY
OTHERS).
UTILITY NOTES
Lat LATERAL
PEDESTAL
BURIED TELEPHONE
COMMUNICATION/DATA
GREASE INTERCEPTOR
MANHOLE
METER
AREA LIGHTING
PARKING LOT LIGHTING
POWER POLE
TRANSFORMER
BURIED ELECTRIC LINE
ELECTRIC
GAS VALVE
GAS METER
GAS LINE - SIZE AS SHOWN
GAS
FIRE DEPT. CONNECTION
POST INDICATOR VALVE (PIV)
BLOW OFF ASSEMBLY
AIR RELIEF VALVE
FIRE HYDRANT
METER
VALVES
FITTINGS
BENDS
FIRE LINE - SIZE AS SHOWN
WATERLINE - SIZE AS SHOWN
WATERLINE
CLEANOUT
SWALE / FLOW LINE
ROOF DRAIN / DOWNSPOUT
MANHOLE
END SECTION
INLETS
SUB-SURFACE-DRAIN - SIZE AS SHOWN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
STORM SEWERS
CLEAN OUT
LATERAL SIZE AS SHOWN
MANHOLE
FORCE MAIN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
SANITARY SEWERS
UTLITY DESCRIPTION LINE TYPE/SYMBOL
UTILITY IMPROVEMENTS
G
C.O.
C.O.
821.50IE
825.50RIM
>ooo >ooo
LEGEND OF PROPOSED
W
S
D
T
E
M
T
D.S.
P
825.50RIM
200
IE 821.50
SEE EXISTING CONDITIONS PLAN FOR EXISTING UTILITY LEGEND.
EXISTING UTILITY LINE TYPES ARE NOTED WITHIN BRACKETS.
NOTES:
100
GENERATOR G
GI
CABLE
G
W
E
FIBER OPTIC FO
FLOOD ZONE STATEMENT
According to the Federal Emergency Management Agency flood insurance rate map (FIRM)
for Hamilton county,Indiana,panels #18057C0209F &18057C0228F dated February 19,
2003,the described real estate lies entirely within zone "X"which area is determined to be
outside 500-year floodplain, by graphic plotting only.
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
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DE
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SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
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/
B
I
D
I
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S
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E
C1.3.3
DETAILED
UTILITY PLAN
1" = 20'
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND
INFORMATION FOR THE BUILDING.
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
NOTE:CONTRACTOR TO COORDINATE WITH KROGER FOR PHASING OF BUILDING
EXPANSION,UTILITIES,PARKING LOT REVISIONS,LANDSCAPING AND ALL OTHER
ITEMS REFERRING TO CHANGES TO THE EXISTING STORE PRIOR TO BEGINNING
OF CONSTRUCTION.ALL WORK TO BE COMPLETED MUST BE COORDINATED WITH
KROGER SO TO NOT DISTURB THE DELIVERY OF PRODUCT TO THE TRUCK DOCKS
ON THE EAST SIDE OF THE STORE OR TO THE FRONT OF THE STORE.
C1.4.2 C1.4.3
EXPANSION AREA
13,596.12 SF FOOTPRINT
203.93'
66
.
6
7
'
16
11
11
20
D
37
D.S.
D.S.
D.E.
D.E.
D.
E
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V
GW C.O.
C.O.C.O.
C.O.
D.E.
D.
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.
D.
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.
11
13
11
13
5
5
3
13 3
6
116
5
13
5
6
116
413
413
Barnes Investment Company
Instrument #9502502
Fineberg Group LLC
Instrument #200600051317
of Madison County
Instrument #8813193
First National Bank
of Madison County
Instrument #8813193
First National Bank
of Madison County
Instrument #8813192
First National Bank
Fineberg Group LLC
Instrument #200100012941
Instrument #9809803200
Kroger Limited Partnership I
Fineberg Group LLC
Instrument #200600051317
60' Ingress/Egress EasementInstrument #9809803200
"A""B"
"C"
South - 0.2'
East - 0.1'
"D"
"E"
South - 0.4'
East - 0.1'
"F"
North - 0.2'
West - 0.1'
"G"
"H"
Lot 7 of Section 2
Carmel Centerpointe 34 LLC
\A
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\A1;45'
\A1;35'Instrument #9809803200
Kroger Limited Partnership I
\A
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3
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4
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\A
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;
6
0
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2
'
\A1;26.7'
\A1;205.00'\A1;150.00'\A1;200.00'
\A1;200.00'\A1;150.00'\A1;184.99'
\A
1
;
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7
5
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1
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\A1;34.61'
\A
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\A1;110.00'
\A1;110.11'
\A
1
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\A1;110.00'
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Acreage 6.911 (D)
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\A1;10' BUILD TO LINE\A1;10' BUILD TO LINE
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Carmel Centerpointe
C.O.
S.
R
A
N
G
E
L
I
N
E
R
O
A
D
EXECUTIVE DRIVE
DIP
CIP
CIP
CIP
STAGINGAREA
CHAINLINK FENCE WITH GREEN
FABRIC PER SPECIFICATION
INSTALL SUMPED MANHOLE AS
PER DETAIL D-25, SHEET C8.1.2
WITH MIN. 67.5" SUMP
INSTALL SNOUT WITH BIOSKIRT
AS PER DETAIL C7.1.2.
INSTALL AIRBOOST AIR
DIFFUSER AS PER DETAIL
SHEET C7.1.2
INSTALL CDS-4 BMP
AS PER DETAIL
SHEET C7.1.2SOIL STOCKPILE LOCATION
(IF NECESSARY)
FLEXSTORM INLET
PROTECTION
(SEE DETAIL ON
SHEET C1.5.2)
1.BEFORE CONSTRUCTION, MARK PROJECT LIMITS AND ANY AREA WITH SUITABLE VEGETATION
FOR FILTER STRIPS IN PERIMETER AREAS.
2.INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
3.INSTALL INITIAL PERIMETER PRACTICES, INCLUDING PERIMETER SILT FENCE AND INLET
PROTECTION PRACTICES FOR EXISTING STORM STRUCTURES.
4.STRIP TOPSOIL, STOCKPILE QUANTITIES NECESSARY FOR COMPLETION OF THE PROJECT AND
REMOVE EXCESS FROM THE SITE. SEED STOCKPILES.
5.BEGIN MASS EARTHWORK.
6.INSTALL SANITARY SEWER AND STORM SEWER SYSTEMS. INSTALL INLET PROTECTION AS INLETS
ARE INSTALLED.
7.COMPLETE MASS GRADING.
8.INSTALL STONE BASE FOR ROADS AND DRIVES AS SOON AS GRADE IS ESTABLISHED.
9.INSTALL ROADS, CURBS, PAVEMENT AND FINISH BACKFILL. SEED RIGHT-OF-WAYS AND OTHER
DISTURBED AREAS NOT PREVIOUSLY SEEDED.
10.INSTALL UTILITIES.
11.FINISH PERIMETER AND COMMON AREA LANDSCAPING. SEED OR SOD AREAS PER PLAN.
12.REMOVE TEMPORARY EROSION CONTROL PRACTICES AFTER VEGETATION IS ESTABLISHED AND
PROJECT SITE IS PERMANENTLY STABILIZED.
13.MAINTAIN EROSION AND SEDIMENT PRACTICES THROUGHOUT THE DURATION OF THE PROJECT.
LINE TYPE / SYMBOL
PERMANENT SEEDING
WITH MULCH
COARSE AGGREGATE
6 INCHES OF 2"-3"
TEMPORARYCONSTRUCTION ENTRANCE
(20'W x 50'L) Minimum - EC-22
(SEE LANDSCAPE PLAN FOR
EXCLUDED AREAS SUCH AS
PLANTING BEDS AND AREAS
TO BE SODDED)
1.THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED
THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR
STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AS IDENTIFIED UNDER
SECTION 327-IAC-15-5 OF THE INDIANA ADMINISTRATIVE CODE. HOWEVER, SITE CONDITIONS,
CONSTRUCTION METHODS, SEQUENCING OF WORK AND GENERAL PRACTICE MAY WARRANT
VARIATION AND/OR ADDITIONS TO THE QUANTITIES AND LOCATIONS OF MEASURES AS SHOWN.
2.UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON
SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION.
3.SEE SHEET C1.5.1-C1.5.2 FOR DETAILS REFERENCED ON THIS SHEET.
4.PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION
FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES.
5.IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES, ALL
EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED WEEKLY
TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE DEFICIENT SHALL BE
REPAIRED OR REPLACED IMMEDIATELY THEREAFTER.
6.THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND
SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON ADJOINING
ROADWAYS.
7.TEMPORARY SOIL STOCKPILES SHALL BE CONSTRUCTED IN A MANNER SUCH THAT PROPER
DRAINAGE OF THE SITE IS NOT IMPEDED. STOCKPILES SHALL BE CONTAINED WITHIN A PERIMETER
CONTROL MEASURE (I.E. SILT FENCE, STRAW BALES OR OTHER BARRIER) TO TRAP SEDIMENT.
STOCKPILES THAT WILL REMAIN IN EXCESS OF 6 MONTHS SHALL BE TEMPORARILY SEEDED.
8.SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER THAN
ACTUAL SIZE.
EROSION CONTROL NOTES
RIPRAP
EC-2
TEMPORARY CURB INLET PROTECTION
TEMPORARY DROP INLET PROTECTION
TREE PROTECTION FENCE
GRADING LIMITS
SILT FENCE (SILT WORM)
(SEDIMENT FENCE)
EROSION CONTROL LEGEND
LINE TYPE / SYMBOLDESCRIPTION DESCRIPTION
EROSION CONTROL SEQUENCE AND NOTES
DIP
CIP
EC-25
CONCRETE WASHOUT
EC-12, EC-12A
DISCHARGE POINT
EC-6
GRAVEL END SECTIONPROTECTION
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND
INFORMATION FOR THE BUILDING.
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
CONTACT: Matt Bala
Ph: (317) - 579 - 8463
Indianapolis, IN 46250
5960 Castleway West Drive
CONTACT PERSON
FLOOD ZONE STATEMENT
According to the Federal Emergency Management Agency flood insurance rate map (FIRM)
for Hamilton county,Indiana,panels #18057C0209F &18057C0228F dated February 19,
2003,the described real estate lies entirely within zone "X"which area is determined to be
outside 500-year floodplain, by graphic plotting only.
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
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N
MA
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DE
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SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C1.4.1
OVERALL
SWPPP PLAN
1" = 40'
11
11
20
37
D.E.
D.
E
.
D.
E
.
11
13
11
13
5
5
3
13 3
6
116
5
13
5
6
116
Instrument #9809803200
Kroger Limited Partnership I
"A"
"H"
\A1;35'
\A
1
;
2
6
.
7
'
Acreage 6.911 (D)
\A
1
;
W
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s
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f
S
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;
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4
;
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S
e
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i
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n
3
1
-
1
8
N
-
0
4
E
\A1;10' BUILD TO LINE
\A
1
;
1
0
'
B
U
I
L
D
T
O
L
I
N
E
S.
R
A
N
G
E
L
I
N
E
R
O
A
D
EXECUTIVE DRIVE
CIP
CIP
STAGING
AREA
CHAINLINK FENCE WITH GREEN
FABRIC PER SPECIFICATION
INSTALL SUMPED MANHOLE AS
PER DETAIL D-25, SHEET C8.1.2
WITH MIN. 67.5" SUMP
INSTALL SNOUT WITH BIOSKIRT
AS PER DETAIL C7.1.2.
SOIL STOCKPILE LOCATION
(IF NECESSARY)
1.BEFORE CONSTRUCTION, MARK PROJECT LIMITS AND ANY AREA WITH SUITABLE VEGETATION
FOR FILTER STRIPS IN PERIMETER AREAS.
2.INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
3.INSTALL INITIAL PERIMETER PRACTICES, INCLUDING PERIMETER SILT FENCE AND INLET
PROTECTION PRACTICES FOR EXISTING STORM STRUCTURES.
4.STRIP TOPSOIL, STOCKPILE QUANTITIES NECESSARY FOR COMPLETION OF THE PROJECT AND
REMOVE EXCESS FROM THE SITE. SEED STOCKPILES.
5.BEGIN MASS EARTHWORK.
6.INSTALL SANITARY SEWER AND STORM SEWER SYSTEMS. INSTALL INLET PROTECTION AS INLETS
ARE INSTALLED.
7.COMPLETE MASS GRADING.
8.INSTALL STONE BASE FOR ROADS AND DRIVES AS SOON AS GRADE IS ESTABLISHED.
9.INSTALL ROADS, CURBS, PAVEMENT AND FINISH BACKFILL. SEED RIGHT-OF-WAYS AND OTHER
DISTURBED AREAS NOT PREVIOUSLY SEEDED.
10.INSTALL UTILITIES.
11.FINISH PERIMETER AND COMMON AREA LANDSCAPING. SEED OR SOD AREAS PER PLAN.
12.REMOVE TEMPORARY EROSION CONTROL PRACTICES AFTER VEGETATION IS ESTABLISHED AND
PROJECT SITE IS PERMANENTLY STABILIZED.
13.MAINTAIN EROSION AND SEDIMENT PRACTICES THROUGHOUT THE DURATION OF THE PROJECT.
LINE TYPE / SYMBOL
PERMANENT SEEDING
WITH MULCH
COARSE AGGREGATE
6 INCHES OF 2"-3"
TEMPORARYCONSTRUCTION ENTRANCE
(20'W x 50'L) Minimum - EC-22
(SEE LANDSCAPE PLAN FOR
EXCLUDED AREAS SUCH AS
PLANTING BEDS AND AREAS
TO BE SODDED)
1.THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED
THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR
STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AS IDENTIFIED UNDER
SECTION 327-IAC-15-5 OF THE INDIANA ADMINISTRATIVE CODE. HOWEVER, SITE CONDITIONS,
CONSTRUCTION METHODS, SEQUENCING OF WORK AND GENERAL PRACTICE MAY WARRANT
VARIATION AND/OR ADDITIONS TO THE QUANTITIES AND LOCATIONS OF MEASURES AS SHOWN.
2.UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON
SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION.
3.SEE SHEET C1.5.1-C1.5.2 FOR DETAILS REFERENCED ON THIS SHEET.
4.PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION
FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES.
5.IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES, ALL
EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED WEEKLY
TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE DEFICIENT SHALL BE
REPAIRED OR REPLACED IMMEDIATELY THEREAFTER.
6.THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND
SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON ADJOINING
ROADWAYS.
7.TEMPORARY SOIL STOCKPILES SHALL BE CONSTRUCTED IN A MANNER SUCH THAT PROPER
DRAINAGE OF THE SITE IS NOT IMPEDED. STOCKPILES SHALL BE CONTAINED WITHIN A PERIMETER
CONTROL MEASURE (I.E. SILT FENCE, STRAW BALES OR OTHER BARRIER) TO TRAP SEDIMENT.
STOCKPILES THAT WILL REMAIN IN EXCESS OF 6 MONTHS SHALL BE TEMPORARILY SEEDED.
8.SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER THAN
ACTUAL SIZE.
EROSION CONTROL NOTES
RIPRAP
EC-2
TEMPORARY CURB INLET PROTECTION
TEMPORARY DROP INLET PROTECTION
TREE PROTECTION FENCE
GRADING LIMITS
SILT FENCE (SILT WORM)
(SEDIMENT FENCE)
EROSION CONTROL LEGEND
LINE TYPE / SYMBOLDESCRIPTION DESCRIPTION
EROSION CONTROL SEQUENCE AND NOTES
DIP
CIP
EC-25
CONCRETE WASHOUT
EC-12, EC-12A
DISCHARGE POINT
EC-6
GRAVEL END SECTIONPROTECTION
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND
INFORMATION FOR THE BUILDING.
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
CONTACT: Matt Bala
Ph: (317) - 579 - 8463
Indianapolis, IN 46250
5960 Castleway West Drive
CONTACT PERSON
FLOOD ZONE STATEMENT
According to the Federal Emergency Management Agency flood insurance rate map (FIRM)
for Hamilton county,Indiana,panels #18057C0209F &18057C0228F dated February 19,
2003,the described real estate lies entirely within zone "X"which area is determined to be
outside 500-year floodplain, by graphic plotting only.
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
I
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MA
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PR
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P
A
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D
F
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R
:
DE
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L
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9
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,
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N
D
I
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4
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2
SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C1.4.2
DETAILED
SWPPP PLAN
1" = 20'
EXPANSION AREA
13,596.12 SF FOOTPRINT
203.93'
66
.
6
7
'
D
D.S.
D.S.
D.E.
D.E.
D.
E
.
D.
E
.
V
GW C.O.
C.O.C.O.
C.O.
of Madison County
Instrument #8813192
First National Bank
"B"
"C"
South - 0.2'
East - 0.1'
"D"
Lot 7 of Section 2
Carmel Centerpointe 34 LLC
\A
1
;
6
0
'
R
/
W
Instrument #9809803200Kroger Limited Partnership I
\A
1
;
7
3
.
4
'
\A1;26.7'
\A1;110.00'
\A
1
;
9
4
.
5
9
'
\A1;160.19'
\A
1
;
9
9
.
5
6
'
\A1;10' BUILD TO LINE
\A
1
;
1
0
'
S
E
T
B
A
C
K
L
I
N
E
\A1;10' SETBACK LINE
Carmel Centerpointe
C.O.
EXECUTIVE DRIVE
DIP
CIP
INSTALL AIRBOOST AIR
DIFFUSER AS PER DETAIL
SHEET C7.1.2
INSTALL CDS-4 BMP
AS PER DETAIL
SHEET C7.1.2
FLEXSTORM INLET
PROTECTION
(SEE DETAIL ON
SHEET C1.5.2)
1.BEFORE CONSTRUCTION, MARK PROJECT LIMITS AND ANY AREA WITH SUITABLE VEGETATION
FOR FILTER STRIPS IN PERIMETER AREAS.
2.INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
3.INSTALL INITIAL PERIMETER PRACTICES, INCLUDING PERIMETER SILT FENCE AND INLET
PROTECTION PRACTICES FOR EXISTING STORM STRUCTURES.
4.STRIP TOPSOIL, STOCKPILE QUANTITIES NECESSARY FOR COMPLETION OF THE PROJECT AND
REMOVE EXCESS FROM THE SITE. SEED STOCKPILES.
5.BEGIN MASS EARTHWORK.
6.INSTALL SANITARY SEWER AND STORM SEWER SYSTEMS. INSTALL INLET PROTECTION AS INLETS
ARE INSTALLED.
7.COMPLETE MASS GRADING.
8.INSTALL STONE BASE FOR ROADS AND DRIVES AS SOON AS GRADE IS ESTABLISHED.
9.INSTALL ROADS, CURBS, PAVEMENT AND FINISH BACKFILL. SEED RIGHT-OF-WAYS AND OTHER
DISTURBED AREAS NOT PREVIOUSLY SEEDED.
10.INSTALL UTILITIES.
11.FINISH PERIMETER AND COMMON AREA LANDSCAPING. SEED OR SOD AREAS PER PLAN.
12.REMOVE TEMPORARY EROSION CONTROL PRACTICES AFTER VEGETATION IS ESTABLISHED AND
PROJECT SITE IS PERMANENTLY STABILIZED.
13.MAINTAIN EROSION AND SEDIMENT PRACTICES THROUGHOUT THE DURATION OF THE PROJECT.
LINE TYPE / SYMBOL
PERMANENT SEEDING
WITH MULCH
COARSE AGGREGATE
6 INCHES OF 2"-3"
TEMPORARYCONSTRUCTION ENTRANCE
(20'W x 50'L) Minimum - EC-22
(SEE LANDSCAPE PLAN FOR
EXCLUDED AREAS SUCH AS
PLANTING BEDS AND AREAS
TO BE SODDED)
1.THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED
THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR
STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AS IDENTIFIED UNDER
SECTION 327-IAC-15-5 OF THE INDIANA ADMINISTRATIVE CODE. HOWEVER, SITE CONDITIONS,
CONSTRUCTION METHODS, SEQUENCING OF WORK AND GENERAL PRACTICE MAY WARRANT
VARIATION AND/OR ADDITIONS TO THE QUANTITIES AND LOCATIONS OF MEASURES AS SHOWN.
2.UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON
SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION.
3.SEE SHEET C1.5.1-C1.5.2 FOR DETAILS REFERENCED ON THIS SHEET.
4.PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION
FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES.
5.IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES, ALL
EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED WEEKLY
TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE DEFICIENT SHALL BE
REPAIRED OR REPLACED IMMEDIATELY THEREAFTER.
6.THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND
SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON ADJOINING
ROADWAYS.
7.TEMPORARY SOIL STOCKPILES SHALL BE CONSTRUCTED IN A MANNER SUCH THAT PROPER
DRAINAGE OF THE SITE IS NOT IMPEDED. STOCKPILES SHALL BE CONTAINED WITHIN A PERIMETER
CONTROL MEASURE (I.E. SILT FENCE, STRAW BALES OR OTHER BARRIER) TO TRAP SEDIMENT.
STOCKPILES THAT WILL REMAIN IN EXCESS OF 6 MONTHS SHALL BE TEMPORARILY SEEDED.
8.SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER THAN
ACTUAL SIZE.
EROSION CONTROL NOTES
RIPRAP
EC-2
TEMPORARY CURB INLET PROTECTION
TEMPORARY DROP INLET PROTECTION
TREE PROTECTION FENCE
GRADING LIMITS
SILT FENCE (SILT WORM)
(SEDIMENT FENCE)
EROSION CONTROL LEGEND
LINE TYPE / SYMBOLDESCRIPTION DESCRIPTION
EROSION CONTROL SEQUENCE AND NOTES
DIP
CIP
EC-25
CONCRETE WASHOUT
EC-12, EC-12A
DISCHARGE POINT
EC-6
GRAVEL END SECTIONPROTECTION
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND
INFORMATION FOR THE BUILDING.
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
CONTACT: Matt Bala
Ph: (317) - 579 - 8463
Indianapolis, IN 46250
5960 Castleway West Drive
CONTACT PERSON
FLOOD ZONE STATEMENT
According to the Federal Emergency Management Agency flood insurance rate map (FIRM)
for Hamilton county,Indiana,panels #18057C0209F &18057C0228F dated February 19,
2003,the described real estate lies entirely within zone "X"which area is determined to be
outside 500-year floodplain, by graphic plotting only.
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
I
O
N
MA
R
K
Kn
o
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w
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a
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'
s
be
l
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f
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i
g
.
Ca
l
l
R
59
6
0
C
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W
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W
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2
PR
E
P
A
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E
D
F
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R
:
DE
V
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L
O
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M
E
N
T
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AM
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9
5
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12
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.
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A
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CA
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L
,
I
N
D
I
A
N
A
4
6
0
3
2
SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C1.4.3
DETAILED
SWPPP PLAN
1" = 20'
MmB2
MmB2
MmB2
MmB2
Or
MmC2
CrA
Br
Br
Br
CrA
CrA
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
I
O
N
MA
R
K
Kn
o
w
w
h
a
t
'
s
be
l
o
w
.
be
f
o
r
e
y
o
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d
i
g
.
Ca
l
l
R
59
6
0
C
A
S
T
L
E
W
A
Y
W
E
S
T
D
R
I
V
E
IN
D
I
A
N
A
P
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L
I
S
,
I
N
4
6
2
5
0
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:
3
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5
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9
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4
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:
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.
5
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9
.
8
1
6
2
PR
E
P
A
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E
D
F
O
R
:
DE
V
E
L
O
P
M
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N
T
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L
A
N
AM
E
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D
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N
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X
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9
5
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12
1
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.
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CA
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M
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L
,
I
N
D
I
A
N
A
4
6
0
3
2
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C1.5.1
DETAILS
SWPPP
MmB2 Miami silt loam, 2 to 6 percent slopes, eroded
This is a moderately well drained soil with a seasonal water table at 2.0 to 3.5 ft. This soil
is located rises on till plains; slopes are 2 to 6 percent. The native vegetation is hardwood
forest. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0
percent). Permeability is very slow (<0.06 in/hr) in the most restrictive layer above 60 inches.
Available water capacity is moderate (6.1 inches in the upper 60 inches). The pH of the surface
layer in non-limed areas is 5.1 to 6.5. Droughtiness and water erosion are management
concerns for crop production. This soil is designated potential highly erodible (class 2) in the
Highly Erodible Land (HEL) classification system.
CrA Crosby silt loam, 0 to 3 percent slopes
This is a somewhat poorly drained soil with a seasonal high water table at 0.5 to 2.0 ft. This soil
is located on rises on till plains; slopes are 0 to 3 percent. The native vegetation is hardwood
forest. The surface layer is silt loam and has moderately low to moderate organic matter
content (1.0 to 3.0 percent). Permeability is very slow (<0.06 in/hr) in the most restrictive layer
above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches).
The pH of the surface layer in non-limed areas is 5.1 to 6.5. Droughtiness and wetness are
management concerns for crops production. This soil responds well to tile drainage; it is
designated potentially highly erodible (class 2) in the Highly Erodible Land (HEL) classification
system.
Br Brookston silty clay loam
This nearly level soil is in depressions, on flats, and in narrow drainageways between better
drained soils on broad, undulation plains. Slopes are 0 to 2 percent. In some small areas, this
soil has a silt loam or clay loam surface layer. Runoff is very slow. Wetness is the main
limitation. Because of wetness, the soil has severe limitations for nonfarm uses. Most areas
are cultivated. A few are wooded. Wooded areas support fair stands of hardwoods, but some
are heavily pastured. Permeability is moderate (0.6 to 2 in/hr) in the most restrictive layer above
60 inches. Available water capacity is high (12 inches in the upper 60 inches). The pH of the
surface layer in non-limed areas is 6.6 to 7.3.
SOILS MAP
NOT TO SCALE EC-MA
SCALE: N/A
SWPPP SCHEDULEEC-SCH
Practice BMP Description Applicability Maintenance Installation Sequence
1 Schedule Pre-con with Jurisdictional Entity All Sites N/A Before Construction
2 Construction Access All Sites As Needed Prior To Clearing and Grading
3 Tree Preservation and Protection Nearly All Sites Weekly, After Storm Events and As Needed Prior To Clearing and Grading
4 Temporary Gravel Construction Entrance Pad All Sites As Needed Prior To Clearing and Grading
5 Wheel Wash All Sites Daily Prior To Clearing and Grading
6 Silt Fence Small Drainage Areas Weekly, After Storm Events and As Needed Prior To Clearing and Grading
7 Temporary Diversion Up-slope and down-slope sides of construction site,
above disturbed slopes within construction site Weekly, After Storm Events and As Needed Along with Rough Grading
8 Rock Check Dam 2 acres maximum contributing drainage area Weekly, After Storm Events and As Needed Along with Rough Grading
9 Temporary Slope Drain Sites with cut or fill slopes Weekly, After Storm Events and As Needed Along with Rough Grading
10 Straw Bale Dam Small drainage areas Weekly, After Storm Events and As Needed Along with Rough Grading
11 Surface Roughening Sites with slopes that are to be stabilized with
vegetation Weekly, After Storm Events and As Needed After Rough Grading
12 Temporary Seeding Areas of bare soil where additional work is not
scheduled to be performed for a minimum of 15 days Water As Needed After Rough Grading
13 Temporary Sediment Trap 5 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Rough Grading
14 Temporary Sediment Basin 30 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Rough Grading
15 Fabric Drop Inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed
16 Basket Curb Inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed
17 Sandbag Curb Inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed
18 Outlet Protection All Sites Weekly, After Storm Events and As Needed After Each Outlet is placed
19 Mulching Temporary surface stabilization As Needed, After Storm Events After Finish Grading
20 Erosion Control Blanket (Surface)Temporary surface stabilization, anchor for mulch Weekly, After Storm Events and As Needed After Finish Grading
21 Seed, Sod and Landscape All Sites Water As Needed After Finish Grading
22 Dewatering Structure Sites requiring dewatering As Needed As Needed
23 Dust Control All Sites Daily
24 Spill Prevention and Control All Sites Daily Duration of Project
25 Solid Waste Management All Sites Daily Duration of Project
26 Hazardous Waste Management All Sites Daily Duration of Project
27 Removal of Inlet Protection All Sites N/A After All areas draining to these
areas are stabilized
28 Removal of Silt Fence All Sites N/A After All areas draining to these
areas are stabilized
SWPPP Sequence and Maintenance Schedule
Duration of Project
12'-0"
FLOW
FLOW
FLOW
BIO FILTER BAGS
BIO FILTER BAGS
CURB INLET
CONC.
C
U
R
B
CONC.
C
U
R
B
SILT FENCE,
SCALE: NONE
CURB INLET PROTECTIONEC-4B
OR BIO LOG
MAINTENANCE
1. INSPECT AFTER EACH STORM EVENT, AND REMOVE ANY SEDIMENT DEPOSITS
PROMPTLY (TO INSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN),
2. ALSO INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM
CONSTRUCTION ACTIVITIES, AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
PROTECTION DEVICES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND
STABILIZE IT.
OR BIO LOG(S)
WELDED WIRE INLET PROTECTION
MAINTENANCE
1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED
REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE
NEXT RAIN.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BARRELS,
CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED
AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE.
EC-3B
SILT PROTECTION FOR DITCH GRATE(NEENAH R-4342) CASTINGS.
#4 GAGE WIRE
SCALE: NONE
FILTER FABRIC
YARD CASTING
GRASS
SCALE: NONECONCRETE WASHOUTEC-25
WOOD POST 3"x3"x8'
{}" TREATED PLYWOOD48" x 24" PAINTED WHITE
BLACK LETTER 6" HEIGHT
%%USECTION%%U
2.
1.
{NOTE:}WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN.DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED OFBY APPROVED METHODS.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN30FT. OF THE TEMP. CONCRETE WASHOUT FACILITY.
3'
BERM
12" FILTREXX FILTER SOCK
STAKE (TYP.)
10 MIL. PLASTIC LINING
LATH & FLAGGING ON ALL SIDES
10 MIL. PLASTIC LININGTO EXTEND TO FILTREXXFILTER SOCK
SECTION LINE
STAKE (TYP.)
BERM
12" FILTREXXFILTER SOCK(WWW.FILTREXX.COM)
10' MIN.
10' MIN.
CONCRETE
WASHOUT
OTHER THAN IN THE SHADED AREAS USE MULCH
IRRIGATION NEEDED DURING THIS PERIOD TO CONTROL EROSION AT TIMES
** INCREASE SEEDING APPLICATION BY 50%
* LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED
NOV.DEC.
NOV.DEC.
OCT.SEP.JUL.AUG.
OCT.SEP.JUL.AUG.
REMARKS
WET
21
DROUGHTY
2
1
12
SITE SUITABILITY*
WELL
DRAINED
MAYFEB.MAR.APR.
MAYFEB.MAR.APR.
JAN.
OATS
JAN.
TEMPORARY SEEDING DATES
PERMANENT SEEDING DATES
WHEAT OR RYE
ANNUAL RYEGRASS
NON-IRRIGATED*
ACRE
2 BU.
3 BU.
40 LB.1 LB.
SPRING OATS
1,000 SF
3.5 LBS.
2.3 LBS.
.8
LBS/
1,000 SF
.6
.12
.4
.4
SEEDING RATE
15
LBS/
ACRE
15
25
5
35
SPECIES
LEVEL AND SLOPING, OPEN AREAS
DORMANT SEEDING**
TYPE OF SEED
WHEAT OR RYE
ANNUAL RYEGRASS
3. KENTUCKY BLUEGRASS
CREEPING RED FESCUE
2. TALL FESCUE
RED CLOVER
1. TALL FESCUE
IRRIGATED
TEMPORARY SEEDING RATE
PERMANENT SEEDING MIXTURES
JUN.
JUN.
COVER SEED 1"-1 1/2" DEEP
COVER SEED 1" DEEP
COVER SEED 1/4" DEEP
SUITABLE pH
5.8-7.5
5.5-8.3
5.5-8.3
2
1
1
2
2
1
12
SCALE: NONE
.8
.6
.9
.25
4.0
4.0
.9
35
25
10
40
170
40
170
LAWNS AND HIGH MAINTENANCE AREAS
5. TALL FESCUE
KENTUCKY BLUEGRASS
EMERALD CROWNVETCH**
6. KENTUCKY BLUEGRASS
7. PERENNIAL RYEGRASS
CREEPING RED FESCUE
8. TALL FESCUE
(TURF TYPE)
EC-SC SEASONAL SOIL PROTECTION CHART
5.5-8.3
5.8-7.5
5.0-7.5
5.5-8.3
SEEDED PREPARATION
APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED.
APPLY 23 POUNDS OF 12-12-12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SF
(APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TO TEST
APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER
AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH.
WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2-3 INCHES WITH A
HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE.
DO NOT USE PHOSPHOROUS CONTAINING FERTILIZERS (12-12-12) UNLES SOIL TEST SHOW
A DEFICIENCY IN PHOSPHOROUS.
SEEDING
SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE PERMANENT
SEED MIXTURE CHART), WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT
SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN
BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS
ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART.
2125.8-7.5.4154. TALL FESCUE
GEOTEXTILE FABRIC
or AS
R
E
Q
U
I
R
E
D
2-3" COARSE AGGREGATE
MAINTENANCE REQUIREMENTS
INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY, AFTER STORM EVENTS, AND/OR
HEAVY USE.
RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
TOPDRESS WITH CLEAN STONE AS NEEDED.
IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY
BRUSHING OR SWEEPING. FLUSH ONLY IF WATER IS CONVEYED TO A SEDIMENT TRAP OR BASIN.
REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
EC-22
3.
5.
4.
2.
1.
50'
ROAD
PUBLIC
TEMPORARY CONSTRUCTION ENTRANCESCALE: NONE
6" COMPACTED
or AS R
E
Q
U
I
R
E
D
20'
FLOW
FLO
W
FLOWFLAT INLET
SCALE: NONE
FLAT INLET PROTECTIONEC-3D
MAINTENANCE
1. INSPECT AFTER EACH STORM EVENT, AND REMOVE ANY SEDIMENT DEPOSITS
PROMPTLY (TO INSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN),
2. ALSO INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM
CONSTRUCTION ACTIVITIES, AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
PROTECTION DEVICES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND
STABILIZE IT.
BIO FILTER BAGS,
BIO LOG(S), FILTER
TUBES, OR INLET
FILTER (MAT)
FLOW
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
C
B
Type
B/D
CrA
Symbol
Crosby Silt Loam, 0 - 3 % Slopes
Name
Br Brookston - Silty Clay Loam
BMmB2Miami Silt Loam, 2 - 6 % slopes
DATE:
PR
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TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
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ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
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STATE OF
R E G I STER
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C1.5.2
DETAILS
SWPPP
EC
-
1
4
MED/HIGHLOW1:12:13:14:1
AND
CHANNEL
FLOW
SH
O
R
E
L
I
N
E
SLOPE GRADIENT
CHANNEL
FLOW
SCALE: NONE
3.5 STAPLES PER SQ. YD.
\A
1
;
4
'\A1;4'\A1;6'
\A
1
;
3
'
\A
1
;
6
'\A1;3'1.5'
1.5 STAPLES PER SQ. YD.
275
40%%D
45%%D
40%
20:110:1
8:1
6:
1
10%%D
0%%
D
5%%
D
0
18.5%%D
15%%D
20%%D
4:1
3:1
0
5%
10%
15%
ft.
2550
20%
30%
33%
75
10012
5
50%
25%%D
30%%D
35%%D 60%
2:1
80%
10
0
%
SL
O
P
E
L
E
N
G
T
H
150
175
20
0
22525
0
A
1 STAPLES PER SQ. YD.
\A1;3'
300
\A1;3'1.5'
AA
2 STAPLES PER SQ. YD.
\A1;4'3'20
"
2'2'
EC
-
1
2
A
SCALE: NONE
ORANGE PLASTIC FENCE SHALL
COMPLETELY SURROUND THE DRIPLINE
OF THE VEGETATION.
THE DRIPLINE IS THE FURTHEST
OUTREACHING OF THE BRANCHES.
ORANGE PLASTIC FENCING
INSTALLED AT THE DRIPLINE
DRIP LINE DRIP LINE
SCALE: NONEEC
-
1
2
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
SHEET 1 OF 1
DWG NOSIZE
SCALE
REV
1
1
2
2
3
3
4
4
A A
B B
C C
D D
TYPICAL RECTANGULAR INLET FILTER COMBINATION INLETFILTER FOR CURB HOODSTYPICAL ROUND INLET FILTER
ALL PRODUCTS MANUFACTURED
BY INLET & PIPE PROTECTION, INC
A DIVISION OF ADS, INC.
WWW.INLETFILTERS.COM
(866) 287-8655 PH(630) 355-3477 FX
STAINLESS STEEL ROUND INLET FILTERS forNYLOPLAST CASTINGSCATCH-ITS SPECIFIED W/ FX or FX-S BAGS
REAR CURB GUARD FLAP WITH MAGNETIC TIE DOWNS
FLEXSTORM CATCH-IT FILTERS FOR TEMPORARY INLET PROTECTIONPRODUCT SELECTION AND SPECIFICATION DRAWING
STANDARD 2"OVERFLOW AREA
REMOVE GRATE
DROP FLEXSTORM INLET FILTERONTO LOAD BEARING LIP OFCASTING OR CONCRETESTRUCTURE
REPLACE GRATE
{IN
S
T
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:
}1
.
2.3.
{NOTES:}1. ALL FRAMING IS CONSTRUCTED OF CORROSION RESISTANT STEEL (ZINC PLATED OR GALVANIZED) FOR 7 YEAR MINIMUM SERVICE LIFE.
2. UPON ORDERING CONFIRMATION OF THE DOT CALLOUT, PRECAST OR CASTING MAKE AND MODEL, OR DETAILED DIMENSIONAL FORMS MUST BE PROVIDED TO CONFIGURE AND ASSEMBLE YOUR CUSTOMIZED FLEXSTORM INLET FILTER. PART NUMBER ALONE IS NOT SUFFICIENT.
3. FOR WRITTEN SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT WWW.INLETFILTERS.COM
IPP Flexstorm SpecificationsC A
SCALE: NONEEC
-
2
DATE:
PR
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TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
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STATE OF
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C1.6.1
INFORMATION
SWPPP
SECTION A
Stormwater Pollution Prevention Plan for Construction Sites
1.14 DIGIT WATERSHED HYDROLOGIC UNIT CODE
05120201090040
2.NAME OF ALL RECEIVING WATERS
The site outlets
3.ESTIMATE OF PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS
(10-YEAR)
22.08 cfs
4.LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE
THE SITE
Stormwater discharges to the existing pond to the east and to Str. 10435 to the Northwest.
5.LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO
GROUNDWATER, SUCH AS ABANDONED WELLS OR SINKHOLES
There are no locations where stormwater is discharged into groundwater.
6.SOILS MAP OF THE PREDOMINANT SOIL TYPES
A soils map with descriptions of each soil type is included on sheet C1.0 & C1.5.1
7.DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITHT THE
CONSTRUCTION ACTIVITIES
Potential pollutant sources include silt and sediment from exposed soils,leaves,mulch,
vehicular sources such as leaking fuel or oil,brake fluid,brake dust,trash and debris,
biological agents found in paint,fertilizers,herbicides,pesticides,lime dust and concrete
washout.
8.TEMPORARY AND PERMANENT STROMWATER QUALITY MEASURES
Temporary and permanent stormwater quality measures are shown on sheets
C1.5.1-C1.5.2
Temporary gravel construction entrance maintenance requirements
A.Inspect entrance pad and sediment disposal area weekly and after storm events or
heavy use.
B.Reshape as needed for drainage and runoff control.
C.Top dress with clean stone as needed.
D.Immediately remove mud and sediment tracked or washed onto streets by brushing or
sweeping.Flushing should only be used if the water is conveyed into a sediment trap
of basin.
E.Repair any broken road pavement immediately.
Straw bale dam maintenance requirements:
A.Inspect straw bale dams after each storm event and promptly remove any sediment
deposits to insure adequate storage volume for the next rain,taking care not to
undermine the entranced bales.
B.Inspect periodically for deterioration or damage from construction activities and repair
immediately.
C.After the contributing drainage area has been stabilized,remove all straw bales and
sediment deposits, bring the disturbed are to grade and stabilize.
Silt fence maintenance requirements
A.Inspect the silt fence periodically and after each storm event.
B.If fence fabric tears,starts to decompose or in any way becomes ineffective,replace
the affected portion immediately.
C.Remove deposited sediment when it reaches half the height of the fence at its lowest
point or is causing fabric to bulge.
D.Take care to avoid undermining the fence during cleanout.
E.After the contributing drainage area has been stabilized, remove the fence and
sediment deposits, bring the disturbed area to grade and stabilize.
Temporary sediment trap maintenance requirements
A.Inspect temporary sediment traps after each storm event and immediately repair any
erosion and piping holes.
B.Remove sediment when it has accumulated to one-half the design depth.
C.Replace spillway gravel facing when clogged.
D.Inspect vegetation and re-seed if necessary.
E.Check the spillway depth periodically to insure a minimum of 1.5 ft.depth from the
lowest point of the settled embankment to the highest point of the spillway crest and fill
any low area to maintain desired elevation.
F.Promptly replace any displaced riprap,being careful that no stones in the spillway are
above design grade.
G.After all disturbed areas have been stabilized,remove the structure and sediment,
smooth the site to blend with adjoining areas and stabilize.
Curb Inlet barrier maintenance requirements.
A.Inspect frequently for damage by vehicular traffic and repair if necessary.
B.Inspect after each storm event.
C.Remove sediment, without flushing, when it reaches half the height of barrier.
D.Deposit removed sediment where it will not enter storm sewer drains.
Drop Inlet barrier maintenance requirements.
A.Inspect after each storm event and repair if necessary.
B.Remove sediment, without flushing, when it reaches half the height of barrier.
C.Deposit removed sediment where it will not enter storm sewer drains.
D.When contributing drainage area has been stabilized,remove and properly dispose of
construction material and sediment, finish grade the disturbed area and stabilize.
Erosion control blanket (surface applied) maintenance requirements
A.During vegetative establishment, inspect after each storm event for any erosion below
the blanket.
B.If any area(s)shows erosion,pull back that portion of the blanket covering it,reseed
the area and relay and staple the blanket.
9.GENERAL CONSTRUCTION SEQUENCE
Sequencing of stormwater quality implementation relative to land disturbance activities:
This plan has been created in an effort to eliminate or reduce sediment from leaving the
Project during construction while protecting the adjoining properties and the tributaries of
Carmel Creek and the White River.Existing conditions of the site have it draining to a wet
pond before discharging to the downstream storm sewer system.This will provide
additional protection of the downstream system if the onsite systems were to fail.
Pre-Construction Activities:
A.Schedule Pre-Con with the City of Carmel before commencing work.
B.Call the Indiana Underground Plant Protection Systems,Inc.("Holey Moley")at
1-800-382-5544 to check the location of any existing utilities.They should be notified
two working days before construction takes place.
C.An orange construction fence shall be constructed along the perimeter of the tree
preservation areas prior to any earthmoving activities.
D.A silt fence shall be installed at the edges of the project site where there is potential for
any stormwater runoff.Potential areas are identified based on existing topography in
the frontage areas and perimeters of the site.
E.Evaluate,mark and protect important trees and associated root zones.Evaluate
existing vegetation suitable fro use as filter strips along the site boundaries.
F.Maintain a 10'minimum grass filter strip along the site perimeter adjacent to public
streets.
G.A construction entrance shall be placed per the plan location.
H.Establish construction staging area for equipment and vehicles as far from detention
ponds and swales as possible.
I.Install Temporary Diversion across sloping land to protect work area and divert runoff
to sediment traps or stable outlets.
J.Install Permanent Diversion to divert runoff from areas where it can be stored,used,or
released without causing erosion or flood damage.
K.Install Diversion Dikes to prevent runoff from entering and/or sediment from leaving the
construction site.
L.Install Rock Check Dams to reduce erosion in a drainage channel by slowing velocity
flow.
M.Install Temporary Slope Drain to convey runoff water down the face of a cut or fill slope
without causing erosion.
N.Establish on-site location for owner/operator/contractor placement of approved plans
and Rule 5 NOI and Rule 5 Inspection documentation.
SECTION A- continued
Stormwater Pollution Prevention Plan for Construction Sites
Establish Silt Basin:
A.Contractor to evaluate location of soil stockpile area and prep with silt fence (see
details).
B.Install the primary outfall system for the proposed pond(s).Per the Storm Water
Pollution Protection plan details,extend with a perforated riser for the temporary
sediment basin.
C.After completion of the outfall pipe and perforated riser,commence construction of
the temporary diversion swales and temporary sediment basins.
Construction Activities
A.Once erosion and sediment control measures are in place begin land clearing
followed immediately by rough grading.Do not leave large areas unprotected for
more than 15 days.Rule 5 requires that all disturbed area that potentially will be idle
for 15 days or more will be stabilized (seeded, mulched, etc.) immediately.
B.After completion of mass grading,final grade and seed pond banks,landscape
berms, common areas and swales immediately after grading is completed.
C.Upon completion of mass grading,install sanitary and storm sewers.As storm sewer
is constructed,install inlet protection measures.Install riprap upon completion of end
section installation.
D.Upon completion of sewer installation and inlet protection,proceed with street
construction.
E.Once pavement and curbs are in place, install curb inlet sediment barriers.
F.Once inlet protection is in place,final grade all areas upon completion of all grading,
verify depth of pond per plan requirement, dredge as needed
10.LOCATION OF PROPOSED SOIL STOCKPILES,BORROWS,AND/OR DISPOSAL
AREAS
Proposed soil stockpiles,borrows,and/or disposal areas are included on sheets
C1.4.1-C1.4.3
11.TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS
APPROPRIATE FOR EACH SEASON
Soil stabilization types and application rates are included on sheet C1.5.1 -C1.5.2
12.EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING
LOTS
The commercial lot is to be stabilized; the builder must take steps to:
·protect adjacent properties from sedimentation·prevent mud/sediment from depositing on the street·protect drainage-ways from erosion and sedimentation
·prevent sedimentation laden water from entering storm sewer inlets·Construction sequence on commercial lots should be as follows:
A.Clearly delineate areas of trees,shrubs,and vegetation that are to be undisturbed.To
prevent root damage,the areas delineated for tree protection should be at least the
same diameter as the crown.
B.Install perimeter silt fence at construction limits.Position the fence to intercept runoff
prior to entering drainage swales.
C.Avoid disturbing drainage swales if vegetation is established.If drainage swales are
bare, install erosion control blankets or sod to immediately stabilize.
D.Install drop inlet protection for all inlets on the property.
E.Install curb inlet protection,on both sides of the road,for all inlets along the property
frontage and along the frontage of adjacent lots,or install temporary catch basin
inserts in each inlet and frequently clean.
F.Install gravel construction entrance that extends from the street to the building pad
G.Perform primary grading operations.
H.Contain erosion from any soil stockpiles created on-site with silt fence around the
base.
I.Establish temporary seeding and straw mulch on disturbed areas.
J.Construct the home and install utilities.
K.Install downspout extenders once the roof and gutters have been constructed.
Extenders should outlet to a stabilized area.
L.Re-seed any areas disturbed by construction and utilities installation with temporary
seed mix within 3 days of completion of disturbance.
M.Grade the site to final elevations.Add topsoil as needed to minimize erosion of
underlying soil and to quickly establish grass.
N.Install permanent seeding or sod.
13.MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION PLAN
Purpose:
The intention of this Spill Prevention,Control and Countermeasures (PCC)is to establish
the procedures and equipment required to prevent the discharge of oil and hazardous
substance in quantities that violate applicable water quality standards, cause a sheen upon
or discoloration of the surface of Receiving water or adjoining shorelines,or cause sludge
or emulsion to be deposited beneath the surface of the water or adjoining shorelines.The
plan also establishes the activities required to mitigate such discharges i.e.
countermeasures) should they occur.
Definitions:
Pollutant: Means pollutant of any kind or in any form, including but not limited to sediment,
paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel,
oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged
soil.
Discharge:Includes,but is not limited to,any spilling,leaking,pumping,pouring,emitting,
emptying or dumping.
Receiving Waters:
Means all waters of the United States that are connected with a receiving stream,lake,or
sea.[Note:this definition is usually interpreted to mean any wastewater even normally dry
wash or storm sewer) that eventually drains into a receiving stream].
Plan Review Amendments:
This plan shall be reviewed and/or amended, if necessary, whenever there is a change in
the design of the site, construction, operation, or maintenance which materially affects the
site's potential for the discharge of regulated material.
Prediction of Potential Spills:
A.Nearest Receiving Water Carmel Creek and ultimately the White River
B.Drainage System:Stormwater discharges to the existing pond to the east and to Str
10435 to the northwest.
C.Possible spill sources (during and post-construction):Vehicular sources such as
leaking fuel or oil,brake fluid,grease,antifreeze;Construction trash and debris,
biological agents found in trash and debris,fertilizers,household items including but
not limited cleaning agents, chemicals, paint,herbicides and pesticides.
D.Groundwater contamination:The facility maintains NO above ground or underground
storage tanks at this site.Therefore,it is felt that there is little or no possibility of
post-construction groundwater contamination.The facility does have city sanitary
sewer and city water.
Alert Procedures for Spills:
A.Any personnel observing a spill will immediately initiate the following procedure:
a. Notify the designated emergency coordinator for the project.
B.The Emergency Coordinator will then take the following actions:
a.Barricade the area allowing no vehicles to enter or leave the spill zone.
b.Notify the Indiana Department of Environmental Management,Office of
Emergency Response by calling the appropriate telephone number.
c.Office 317-233-7745 Toll Free 800-233-7745
d.Also the National Response Center at 800-424-8802 and provide the following
information:
e.- Time of observation of the spill
f.- Location of the spill
g.- Identity of material spilled
h.- Probable source of the spill
i.- Probable time of the spill
j.- Volume of the spill and duration
k.- Present and anticipated movement of the spill
l.- Weather conditions
m.- Personnel at the scene
n.- Action initiated by personnel
o.Notify the Carmel Fire Department:
p.Phone 911
q.Notify the Carmel Police Department:
r.Phone 911
s.Notify waste recovery contractor,maintenance personnel or other contractual
personnel as necessary for clean up
t.Coordinate and monitor clean up until the situation has been stabilized and all
spills have been eliminated.
u.Cooperate with the IDEM-OER on procedures and reports involved with the event.
SECTION A-continued
Stormwater Pollution Prevention Plan for Construction Sites
Cleanup Parameters:
A.The developer/homeowner's association shall be continually kept informed,maintain
lists of qualified contractors and available Vac-trucks,tank pumpers and other
equipment readily accessible for clean-up operations.In addition,a continually
updated list of available absorbent materials and clean up supplies should be kept on
site.
B.All maintenance personnel will be made aware of techniques for prevention of spills.
They will be kept abreast of current development or new information on the
prevention of spills and/or necessary alteration to this plan.
C.When spills occur which could endanger human life and this becomes primary
concern,the discharge of the life saving protection function will be carried out by the
local police and fire departments.
D.Absorbent materials,which are used in cleaning up spilled materials,will be disposed
of in a manner subject to the approval of the Indiana Department of Environmental
Management.
E.Flushing of spilled material with water will not be permitted unless so authorized by
the Indiana Department of Environmental Management.
14.CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBILE FOR
STORMWATER POLLUTION PREVENTION FOR THE PROJECT SITE
Paula Gartner
7400 N. Shadeland Avenue Suite 150, Indianapols, Indiana 46250
(317) 806-6550
pgartner@emht.com
General Manager for EMH&T
15.CURRENT REVISION DATE ON ALL SHEETS
Current revision dates and descriptions are listed in the revision box or on each sheet.
SECTION B
Stormwater Pollution Prevention Plan for Post Construction
1.DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE
PROPOSED LAND USE
Silt and sediment from expose soils,leaves,mulch,vehicular sources such as leaking fuel
or oil,brake fluid,brake dust,grease,antifreeze,metals,rubber fragments,road grit,salts
and sands,construction trash and debris,fertilizers,household items including but not
limited to cleaning agents,chemicals,paint,miscellaneous home improvement materials,
toys,clothing and animal waste,elevated storm runoff temperatures,acid rains,pesticides
and pathogens.
2.POST-CONSTRUCTION STORMWATER QUALITY MEASURES
Location,dimensions,sizing calculations,detailed specifications,and construction details
of stormwater quality measures.See Plan Sheet C1.4.1-1.4.3 & C1.5.1-C1.5.2.
3.SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION
A.Inspect and maintain all erosion control measures as detailed in the Stormwater
Pollution Prevention Measures Maintenance Requirement beginning immediately
after installation and continuing until vegetation has been sufficiently established and
all construction activities completed.
B.Remove all individual inlet protection and straw bale dames,silt fences,etc.only after
seeding and sufficient vegetative growth has been established in each area to a point
where sediment/pollutants will not enter the lake(s)or storm sewer system.
C.Inspection and maintenance of all common area and infrastructure improvements is
the responsibility of the owner/developer or his designee until improvements are
accepted for maintenance by homeowners association or local agencies.
D.Inspection and maintenance of individual lots is the responsibility of the home builder
or his designee until the homeowner buys and thereby accepts responsibility for the
individual lot.
4.STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR
MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS
Vehicle & Equipment Maintenance
A.Description and Purpose:
Prevent or reduce the contamination of stormwater resulting fromvehicle and
equipment maintenance by running a "dry and clean site".The best option would be
to perform maintenance activities at an offsite facility.If this option is not available
then work should be performed in designated areas only,while providing cover for
materials stored outside,checking or leaks and spills,and containing and cleaning up
spills immediately.
B.Suitable Applications
These procedures are suitable on all construction projects where an onsite yard area
is necessary for storage and maintenance of heavy equipment and vehicles.
C.Limitations
Onsite vehicle and equipment maintenance should only be used where it is
impractical to send vehicles and equipment offsite for maintenance and repair.
Sending vehicles/equipment offsite should be done in conjunction with a Stabilized
Construction Entrance/Exit.Outdoor vehicle or equipment maintenance is a
potentially significant source of stormwater pollution.Activities that can contaminate
stormwater include engine repair and service,changing or replacement of fluids,and
outdoor equipment storage and parking (engine fluid leaks).
SECTION B-continued
Stormwater Pollution Prevention Plan for Post Construction
D.Implementation
a.If maintenance must occur onsite,use designated areas,located away from
drainage course.Dedicated maintenance areas should be protected from
stormwater run-on and runoff,and should be located at least 50 ft from downstream
drainage facilities and watercourse.
b.Drip pans or absorbent pads should be used during vehicle and equipment
maintenance work that involves fluids,unless the maintenance work is performed
over an impermeable surface in a dedicated maintenance area.
c.Place a stockpile of spill cleanup materials where it will be readily accessible.
d.All fueling trucks and fueling area are required to have spill kits and/or use other spill
protection devices.
e.Use absorbent materials on small spills.Remove the absorbent materials promptly
and dispose of properly
f.Inspect onsite vehicles and equipment daily at startup for leaks, and repair
immediately.
g.Keep vehicles and equipment clean;do not allow excessive build-up of oil and
grease.
h.Segregate and recycle wastes,such as grease,used oil or oil filters,antifreeze,
cleaning solutions,automotive batteries,hydraulic and transmission fluids.Provide
secondary containment and covers for these materials if stored onsite.
i.Train employees and subcontractors in proper maintenance and spill cleanup
materials.
j.Drip pans or plastic sheeting should be placed under all vehicles and equipment
placed on docks,barges or other structures over water bodies when the vehicle or
equipment is planned to be idle for more than 1 hour.
k.Properly dispose of used oils, fluids, lubricants, and spill cleanup materials.
l.Do not place used oil in a dumpster or pour into a storm drain or water course.
m.Properly dispose of or recycle used batteries.
n.Do not bury used tires.
o.Repair leaks of fluids and oil immediately.
p.Listed below is further information if you must perform vehicle or equipment
maintenance onsite.
E.Inspect and maintenance
a.Inspect and verify that BMPs are in place prior to the commencement of associated
activities. While activities associates with the BMP are under way,inspect
weekly to verify continued BMP implementation.
b.Keep ample supplies of spill cleanup materials onsite.
c.Maintain waste fluid containers in leak proof condition.
e.Vehicles and equipment should be inspected on each day of use.Leaks should be
repaired immediately or the problem vehicle(s) or equipment should be
removed from the project site.
f.Inspect equipment for damaged hoses and leaky gaskets routinely.Repair or
replace as needed
Vehicle and Equipment Fueling
A.Description and Purpose
B.Vehicle equipment fueling procedures and practices are designed to prevent fuel
spills and leaks, and reduce or eliminate contamination of stormwater. This can be
accomplished by using offsite facilities,fueling in designated areas only,enclosing
or covering stored fuel,implementing spill controls,and training employees and
subcontractors in proper fueling.
C.Limitations
D.Onsite vehicle and equipment fueling should only be used where it is impractical to
send vehicles and equipment offsite for fueling.Sending vehicles and equipment
offsite should be done in conjunction with a stabilized construction entrance/exit.
E.Implementation
a.Use offsite fueling station as much as possible.These businesses are better
equipped to handle fuel and spills properly.Performing this work offsite can also be
economical by eliminating the need for separate fueling area at a site.
b.Discourage "topping-off" of fuel tanks.
c.Absorbent spill cleanup materials and spill kits should be available in fueling areas
and on fueling trucks, and should be disposed of properly after use.
d.Drip pans or absorbent pads should be used during vehicle and equipment fueling,
unless the fueling is performed over an impermeable surface in a dedicated fueling
area.
e.Use absorbent materials on small spills.Do not hose down or bury the spill.Remove
the absorbent materials promptly and dispose of properly.
f.Avoid mobile fueling of mobile construction equipment around the site;rather,
transport the equipment to designated fueling areas.
g.Train employees and subcontractors in proper fueling and cleanup procedures.
h.Dedicated fueling areas should be protected form stormwater run-on and runoff,and
should be located at least 50 ft.away from downstream drainage facilities and
watercourses. Fueling must be performed on level-grade areas.
i.Protect fueling areas with berms and dikes to prevent run-on,runoff,and to contain
spills.
j.Nozzles used in vehicle and equipment fueling should be equipped with an
automatic shutoff to control drips. Fueling operations should not be left unattended.
k.Federal,state,and local requirements should be observed for any stationary above
ground storage tanks.
F.Inspection and Maintenance
a.Vehicles and equipment should be inspected each day of use for leaks.Leaks
should be repaired immediately or problem vehicles or equipment should be
removed from the project site.
b.Keep ample supplies of spill cleanup materials onsite.
c.Immediately clean up spills and properly dispose of contaminated oil and cleanup
materials.
ELEMENT DESCRIPTION SHEET
A1 Index
A2 11x17 Plat
A3 Narrative C1.0
A4 Vicinity Map C1.0
A5 Legal Description C1.0
A6 Improvements C1.X SERIES
A7 Hydrologic Code C1.6.1
A8 State Or Federal Permits NONE
A9 Stormwater Discharge Points C1.4.1, C1.6.1
A10 Wetlands, Lakes, And Water Courses C1.6.1
A11 Receiving Waters C1.6.1
A12 Discharge To Ground Water C1.6.1
A13 Floodplain, Flood Ways, & Floodway Fringe CD1.1,C2.X SERIES
A14 Peak Discharges C1.6.1
A15 Adjacent Land Use C1.6.1
A16 Construction Limits C1.1,X SERIES
A17 Existing Vegetative Cover CD1.1
A18 Soils C1.5.1
A19 Proposed Stormwater Systems C1.3.X SERIES
A20 Offsite Activities
A21 Soil Borrow Or Stockpiles
A22 Existing Topography
A23 Final Topography
B1 Potential Pollutants
B2 Sequence Describing Stormwater Quality
B3 Construction Entrance
B4 Sediment Control For Sheet Flow
B5 Sediment Control For Concentrated Flow
B6 Sediment Control For Sewer Inlet Protection
B7 Runoff Control Measures
B8 Stormwater Outlet Protection
B9 Grade Stabilization
B10 Details For Each Stormwater Quality Measure
B11 Temporary Stabilization MethodsB12Permanent Stabilization
B13 Material Handling And Spill PreventionB14Monitoring & Maintenance GuidelinesB15Erosion & Sediment For Individual Lots
C1 Pollutants & Sources Associated With Land Use
C2 Sequence For Stormwater Quality Measures
C3 Post Construction Storwater QualityC4Details For Each Stormwater Quality Measure
C5
SWPPP ELEMENT INDEX
SWQ Measures.
Inspection Type: Routine (every 7 calendar days) During Storm Pre-Storm Post-Storm Date: ______/_______/_______
Weather during inspection: _________________________Storm Start Time: _________________________Storm Duration: ___________________________
Approximate Amount of Rainfall (inches): ___________Name of Inspector: ______________________________Title of Inspector: ___________________________
Construction Inspection and Maintenance Log - continued
Overall ConditionG=Good F=Fair P=Poor Maintenance NeededInspection Areas
G F P
Location
Yes No
Comments(Indicate if BMP is Inadequate For The Location)
Outlet Stabilization
provisions being implemented
downstream locations)(if inaccessible inspect nearby
Sediment Traps
and Riprap Basins and
Facility
Stormwater Detention/Retention
mud, sediment. And debris
Public and private streets clean of
Storm Drainage Culverts
Material Laydown and Staging Area
Inlet Protection
Temporary Sediment Basins, Gravel
Perimeter Control Measures
Points of Discharge
Construction Entrance/Exit
All permits attained and special
Site information posted at the entrance
(Indicate if BMP is Inadequate For The Location)
Comments
NoYes
Location
PFG
Inspection Areas NeededMaintenance G=Good F=Fair P=PoorOverall Condition
Construction Inspection and Maintenance Log
Title of Inspector: ___________________________Name of Inspector: ______________________________Approximate Amount of Rainfall (inches): ___________
___________________________Storm Duration: Storm Start Time: _________________________Weather during inspection: _________________________
Date: ______/_______/_______Storm- PostStorm- PreDuring Storm Routine (every 7 calendar days) Inspection Type:
Vehicle Service Area Berm
Concrete Washout
Temporary or Permanent Seeding,
Swales and ditches
Temporary soil stockpiles in approved
Temporary stabilization
(dormant for 14 days)
Dewatering/pumping operations have
Material Management and Storage
Solid and Construction Waste
Sanitary Wastes
Non - Stormwater Discharges
Location(s) Where Additional BMPis Needed That Was Not ShownOn The Plan
protected outlet and dischargeclear water
of disturbed ground
area and properly protected
stabilized and protected
Sodding, Mulching or Landscaping
EXAMPLE Construction Inspection and Maintenance Log
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
CD1.1
C1.6.1-C1.6.2
C1.6.2
C1.6.2
C1.6.2
C1.6.2
C1.6.2
C1.6.2
N/A
C1.4.1-C1.5.1
C1.4.1-C1.4.3
NONE
C1.2X & C1.3.X SERIES
C1.6.1
C1.4.1-C1.4.3 & C1.5.1
C1.4.1-.3,C1.5.1-.2,C1.6.1-.2
C1.4.1-.3,C1.5.1-.2,C1.6.1-.2
C1.4.1-.3,C1.5.1-.2,C1.6.1-.2
C1.4.1-.3,C1.5.1-.2,C1.6.1-.2
C1.4.1-.3,C1.5.1-.2,C1.6.1-.2
C1.4.1-.3,C1.5.1-.2,C1.6.1-.2
C1.5.1-.2 & C1.6.1-.2
C1.5.1-.2 & C1.6.1-.2
C3.1.X SERIES
DATE:
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JOB NO.
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October 27, 2014
2014-0525
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INFORMATION
SWPPP
SECTION B-continued
Stormwater Pollution Prevention Plan for Post Construction
Solid Waste Management
A.Description and purpose
a.Solid waste management procedures and practices are designed to prevent or
reduce the discharge of pollutants to stormwater from solid or construction waste by
providing designated waste collection areas and containers,arranging for regular
disposal, and training employees and subcontractors.
B.Suitable Applications
a.This BMP is suitable for construction sites where the following wastes are generated
or stored:
1.) Solid waste generated from trees and shrubs removed during land clearing,
demolition of existing structures (rubble), and building construction.
2.)Packaging materials including wood, paper and plastic.
3.)Scrap or surplus building materials including scrap metals, rubber, plastic,
glass pieces and masonry products.
4.)Domestic wastes including food containers such as beverage cans, coffee
cups, paper bags, plastic wrappers and cigarettes.
5.)Construction wastes including brick, mortar, timber, steel and metal scraps,
pipe and electrical cuttings, non-hazardous equipment parts, Styrofoam and
other materials send transport and package construction materials.
C.Implementation
a.The following steps will help keep a clean site and reduce stormwater pollution
1.) Select designated waste collection area onsite.
2.)Inform trash-hauling contractors that you will accept only watertight dumpsters
for site use.
3.) Inspect dumpsters for leaks and repair any dumpster that is not watertight.
4.)Provide an adequate number of containers with lids or covers that can be placed
over the container to keep rain out or to prevent loss of wastes when it is
windy.
5.)Plan for additional containers and more frequent pickup during the demolition
phase of construction.
6.) Collect site trash daily, especially during rainy and windy conditions.
7.)Remove this solid waste promptly since erosion and sediment control devices
tend to collect litter.
8.)Make sure that toxic liquid wastes (used oils,solvents,and paints)and
chemicals (acids,pesticides,additives,curing compounds)are not disposed of
in dumpster designated for construction debris.
9.)Do not hose out dumpster on the construction site.Leave dumpster cleaning to
the trash hauling contractor.
10.) Arrange for regular waste collection before containers overflow.
11.) Clean up immediately if a container does spill.
12.)Make sure that construction waste is collected,removed,and disposed of only
at authorized disposal areas.
D.Collection, Storage and Disposal
a.Littering on the project site should be prohibited.
b.To prevent clogging of the storm drainage system,litter and debris removal from
drainage grates, trash racks, and ditch lines should be a priority.
c.Trash receptacles should be provided in the contractor's yard,field trailer areas,and
at locations where worker congregate for lunch and break periods.
d.Litter from work areas within the construction limits of the project site should be
collected and placed in watertight dumpsters at least weekly.,regardless of whether
the litter was generated by the contractor,the public,or others.Collected litter and
debris should not be placed in or next to drain inlets,stormwater drainage systems
or watercourses.
e.Dumpsters of sufficient size and number should be provided to contain the solid
waste generated by the project.
f.Full dumpster should be removed from the project site and the contents should be
disposed of by the trash hauling contractor.
g.Construction debris and waste should be removed from the site biweekly or more
frequently as needed.
h.Construction material visible to the public should be stored or stacked in an orderly
manner.
i.Stormwater run-on should be prevented from contacting stored solid waste through
the use of berms,dikes,or other temporary diversion structures or through the use
of measures to elevate waste from site surfaces.
j.Solid waste storage areas should be located at least 50 ft.from drainage facilities
and watercourses and should not be located in area prone to flooding or ponding.
E.Inspection and Maintenance
a.Inspect and verify that activity-based BMPs are in place prior to the commencement
of associated activities. While activities associated with the BMP are underway,
inspect weekly to verify continued BMP implementation.
b.Inspect BMPs subject to non-stormwater discharge daily while non-stormwater
discharges occur.
c.Inspect construction waste area regularly.
d.Arrange for regular waste collection.
F.Concrete Washout
a.The following steps will help reduce stormwater pollution from concrete wastes:
1.)Discuss the concrete management techniques described in this BMP such as
handling of concrete waste and washout)with the ready-mix concrete supplier
before any deliveries are made.
2.)Incorporate requirement for concrete waste management into material supplier
and subcontractor agreements.
3.) Store dry and wet materials under cover, away from drainage areas.
4.) Avoid mixing excess amounts of fresh concrete.
5.) Perform washout of concrete trucks offsite or in designated areas only.
6.)Do not wash out concrete trucks into storm drains,open ditches,streets or
streams.
7.) Do not allow excess concrete to be dumped onsite, except in designated areas.
8.) For onsite washout:
-Locate washout area at least 50 ft from storm drains,open ditches,or water
bodies.
-Do not allow runoff from this area by constructing a temporary pit or bermed
area large enough for liquid and sold waste.
-Washout wastes into the temporary it where the concrete can set, be broken
up and then disposed of properly.
-Avoid creating runoff by draining waste to a bermed or level are when
washing concrete to remove fin particles and expose the aggregate.
-Do not wash sweepings from exposed aggregate concrete into the street or
storm drain.Collect and return sweepings to aggregate base stockpile or
dispose in the trash.
SECTION B-continued
Stormwater Pollution Prevention Plan for Post Construction
Potential Pollutant Sources and Suggested Best Management Practices
Potable water line flushing·Capture and re-use water on site for dust control.
·Capture and direct water to area located well away from storm drain system for infiltration
and evaporation.
·Capture and treat water (using methods approved by responsible local agency)before
discharging to storm drain.·Completely cover all storm drain inlets (rubber mats or similar)during flushing operations
where highly chlorinated water can get into street and gutters.·Capture ponded water and handle using one of above BMPs.
Portable toilets
·Locate portable toilets away from gutters, storm drain inlets and waterways.·Place portable toilets on stable, flat surface pad not prone to flooding or water ponding.·Anchor portable toilets to prevent blowing over during windstorms.
Installation and Cleaning of Concrete,Masonry,Stucco and Plaster (alkaline/limestone/chalk
products)·Use high pressure water, and avoid use of detergents and acids.
·When acids are necessary (to clean discolored concrete,for instance),use one of
following:
-Capture and direct water to area located well away from storm drain system for infiltration
and evaporation.
-Capture and treat water before discharging to sanitary sewer (need agency approval).
·Completely cover all storm drain inlets (rubber mats or similar)during concrete and similar
operations where polluted water can get into street and gutters.Capture ponded water and
handle using one of above BMPs.
·Conduct tool and equipment rinsing in marked,designated areas of the lot where there is
no potential for water to enter storm drains.·Establish and properly sign designated concrete wash out areas for use by concrete
trucks.·Educate concrete subcontractors and consider establishing incentives and/or penalties to
ensure compliance.
Asphalt·Avoid asphalt paving when storm events are imminent.
Petroleum products
·Avoid storing these materials on site,if possible;otherwise,store these materials away
from storm water.·Promptly clean up any spills
·Properly contain and dispose of motor oil and other lubricants if vehicles are maintained on
site.
Painting
·Wash tools and equipment in marked,designated areas of the lot where there is no
potential for water to enter storm drains.
·Wash tools and equipment into sanitary sewer (may require agency approval).
·Educate painting subcontractors and consider establishing incentives and/or penalties to
ensure compliance.
Cleaning
·Use high pressure washing with plain water whenever possible.·Use environmentally friendly cleaning products whenever possible.
·Conduct cleaning and store cleaning chemicals in segregated areas where pollutants
cannot enter the storm drain system.·Educate cleaning subcontractors and consider incentives/penalties to ensure compliance.
Landscaping
·Avoid using pesticides and herbicides.·Avoid on-site storage.If unavoidable,store all chemicals in original packaging material in
covered, contained area.·Educate landscape subcontractors and consider establishing incentives and/or penalties to
ensure compliance.
·Avoid using fertilizers.·If unavoidable,apply fertilizers sparingly,and use only as component of seed mix for hydro
seeding/hydraulic mulch operations.·Avoid on-site storage.If unavoidable,store all chemicals in original packaging material in
covered, contained area.
Treated wood
·Cover treated wood stored on site as recommended for stockpiles. See stockpiles.
Foundation Pesticide Application·Do not spray foundations during or before predicted rain events.
·Restrict spraying to inside footprint of building.
Soil amendments & dust control
For dust control:
Consider using clean or recycled site water whenever possible.Protect storm drains and
do not allow water to flow from soil areas to storm drains.
For soil amendments:
- Do not over-apply the products.
-Avoid on-site storage.If unavoidable,store all chemicals in original packaging material in
covered, contained area.
- See BMPs for stockpiled materials, end of table.
- Dispose of leftover unused product properly and quickly after use.
-Check with manufacturer to obtain documentation that shows that proper use of
product(s) will not have adverse ecological affects.
Stock Piles·Year Round:
Locate stockpiled materials away from concentrated flows of stormwater and other water.
Surround stockpiles left overnight with a temporary berm (e.g.,sandbags)that will not
allow water to run into the pile.
·During rainy season or when rain is predicted during dry season:
Cover all stockpiled materials left overnight (in addition to berms)
SECTION B-continued
Stormwater Pollution Prevention Plan for Post Construction
5. OPERATION AND MAINTENANCE FOR POST-CONSTRUCTION STORMWATER
QUALITY MEASURES
Owner Inspections:
The Owner shall inspect the condition of the BMP(s)on a monthly,annually and after a
major storm event in accordance with this manual and in accordance with the
requirements of the Jurisdictional entity.
Inspections by the Owner of the BMP(s)and Pond(s)shall include observations of the
inlet and/or outlet structures,vegetated areas along the banks and perimeters of the
ponds and forebays,and immediate downstream receiving channels.Observation of
the accumulated amount of sediment within the forebays and/or Swirl Chambers shall
be conducted and recorded.Any item identified to be in a state of disrepair or
non-functioning shall be replaced or repaired immediately.
Good House Keeping:
Periodic maintenance and inspections of the storm sewer network will reduce
stormwater runoff pollution.Inspect Inlets for debris and sediment.Remove debris and
sediment and dispose of properly.Properly cleanup and/or report any chemical spills.
Minimize fertilizer,pesticide and herbicide applications.Avoid applying before any rain
event.
Record Keeping:
The owner(s)of the BMP should keep a file containing all information pertaining to
repair,replacement,and maintenance of the BMP.Files should be readily accessible to
parties performing maintenance on the BMP and local regulatory agencies.
Files should include the following:
·Operations and Maintenance Manual·Inspections Sheets - All completed inspection sheets and blank forms·Construction plans (as-builts if applicable) - Including grading and benchmarks
·Specifications - Storm drainage and landscaping·Maintenance Log - Log of all inspections, repairs, and associated costs
·Contact Information -Licensed Civil Engineer,Geotechnical Engineer,Landscape
Architect, and Contractor qualified to perform tasks.
After construction, the Owner is responsible for BMP maintenance and records of inspections.
BMP 1 - Sumped and Hooded Catch Basin with BioSkirt
A sumped catchbasin with a hooded outlet is a standard catch basin with the bottom of the catch
basin set 5 feet 7.5 inches below the invert of the outlet pipe. The outlet pipe has either a
manufactured hood or a downturned elbow at the inlet that is submerged below the outlet invert
elevation. This provides for settling or large sediment particles and holds back floatable
materials. The addition of the BioSkirt provides for the treatment of some soluble floatables,
bacteria, as well as oils and grease.
Inspection and Maintenance of Sumped and Hooded Catch Basins
Sumped and hooded catch basins require regular inspection and maintenance to ensure the
system is functioning properly.The frequency interval for inspection and maintenance is much
greater in the initial stages of establishing the system. As vegetation becomes established the
inspection and maintenance interval can be extended. To inspect the catch basin,the grate
needs to be removed. Visually inspect the top of the water for a sheen or floating debris. The
depth of sediment can be determined using a stick. It is recommended that it be inspected
quarterly.
Regular Sediment and Debris Removal:
Sediment and debris (litter,leaves,logs,papers,and cans,etc.)within the catch basin should be
collected and removed.Debris should be removed as it accumulates and sediment should be
removed when the depth of sediment reaches 6-inches at any spot. The frequency of clearing
should be based on the amount of sediment and debris generated.
BioSkirt Inspection and Maintenance
BioSkirts should be checked on a monthly basis,and serviced or replaced when more than 2/3 of
the boom is submerged,indicating a nearly saturated state.Assuming a typical pollutant-loading
environment exists, Bio-Skirts should be serviced or replaced annually.
See the Manufacturers Maintenance schedule and checklist in the appendix
BMP 2 - ConTech Continuous Deflective Separation Unit (CDS-4 (Model 2015, 4'))
The CDS unit is a non-mechanical self-operating system and will function any time there is flow in
the storm drainage system. The unit is highly effective in the capture and retention of trash and
debris in storm water to achieve an average annual TSS removal rate of 80%on runoff greater
than 0.05 inch. The stormwater unit captures fine sand and larger particles and the storm water
pollutants attached to those particles.There is a removal of up to 95%of free oil and grease
when sorbents are placed in the separation chamber. The unit will continue to effectively capture
pollutants in flows up to the design capacity even during extreme rainfall events when the design
capacity may be exceeded. Pollutants captured in the CDS unit's separation chamber and sump
will be retained even when the units design capacity is exceeded.
Operations and Maintenance of CDS-4
The frequency of cleaning the CDS unit will depend upon the generation of trash and debris and
sediments at the installation. Cleanout and preventive maintenance schedules will be determined
based on operating experience unless precise pollutant loadings have been determined. The unit
should be periodically inspected,at a minimum once per quarter,to assure it is prepared to
handle the anticipated runoff. There is no “confined space entry”necessary to clean the unit. If
entry is required into the CDS unit,it should be considered a permit required confined space.
Access to the CDS unit is through two access covers -one that allows inspection of the diversion
weir and the other to inspect the separation chamber and sump to determine the amount of
accumulated pollutants. During the inspection,the depth of sediment in both the sump area and
the area outside the screen should be noted. Access points are a minimum of 24 inches in
diameter.
Initial Operations of the Unit
Check the condition of the unit after every runoff event for the first 30 days after installation and
stabilization of the site. The diversion manhole and downstream receiving manhole should also be
inspected at this time. The visual inspection should ascertain that the unit is functioning properly
(weir structure is not blocked and downstream receiving manhole not blocked)and measuring the
amount of sediment that has accumulated in the sump and floating trash and debris in the
separation chamber. This can be done with a calibrated “dip stick”or sludge judge so that the
depth of deposition can be tracked. Schedules for inspections and cleanout should be based on
storm events and pollutant accumulation.
Ongoing Operation
During the rainfall season,the unit should be inspected at least once every 30 days. The
floatables should be removed and the sump cleaned when the sump is 85%full. If floatables
accumulate more rapidly than the settleable solids,the floatables should be removed using a
vactor truck or dip net when the layer is two feet thick.
Cleanout of the CDS unit at the end of a rainfall season is recommended because of the nature
of pollutants collected and the potential for odor generation from the decomposition of material
collected and retained. This end of season cleanout will assist in preventing the discharge of pore
water from the CDS unit during summer months.
In the event of a hydrocarbon (i.e.:fuel,oil or petroleum products)spill,the CDS units should be
cleaned immediately.
Cleanout and Disposal
A vactor truck is recommended for cleanout of the CDS unit and can be easily accomplished in
less than 30-40 minutes for most installations.Standard vactoring operations should be employed
in the cleanout of the CDS unit. Disposal of material from the CDS unit should be accordance with
the local municipality's requirements. Disposal of the decant material to a POTW is
recommended. Field decanting to the sanitary sewer is not permitted. Solids can be disposed
similar to normal practices for materials collected from street sweeping and catch basin cleaning.
Collected solids should be disposed in accordance with all Federal, State and Local regulations.
Maintenance
The CDS unit should be pumped down at least every six months and the screen carefully
inspected for damage and to ensure that it is properly fastened. Ideally,the screen should be
power washed for the inspection. If the screen is damaged please contact CDS Technologies,Inc.
to make arrangements to have the screen replaced,or to obtain a replacement screen. The CDS
unit is a confined space and properly trained people equipped with the required safety gear
will be required to enter the unit to replace the screens. The screen inspection can in most cases
be accomplished through observations from the ground surface.
See manufacturer's maintenance schedule and checklist provided in the appendix.
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
SECTION B-continued
Stormwater Pollution Prevention Plan for Post Construction
BMP 3 - airBoost-1 Sub-surface Pond Aeration System
A Sub-surface pond aerator or pond bubbler aerator for ponds and lakes is achieved by use of an
air compressor mounted on shore, that "pumps" or "pushes" compressed air through a
submersible airline to an air diffuser located on the bottom of the pond or lake. The diffusers
simply "breaks-up" the air [diffuses air] into very small bubbles as it is forced through an EPDM
rubber membrane. The rising bubbles from the bottom of the pond or lake then draws or
"entrains" this oxygen depleted, "dead" bottom water towards the surface where it mixes with
oxygen rich water at the air/water interface. Sub surface pond bottom aerators have been proven
to effectively lift and "mix" an entire water column within a matter of hours.
Inspection and Maintenance of Sub-surface Aeration System
Inspection of the aeration system is fairly uncomplicated. Quarterly a visual inspection of the
pond should be made to verify that bubbles can still be seen at the surface of the pond. In
addition the pump cabinet needs to be inspected to make sure that the exhaust port and air vents
are not clogged. If either of these items need servicing, it is best to follow the Owners Manual for
proper service. In general if the vents or exhaust port are clogged they need to be cleaned off. If
no bubbles are present in the water verify that power is connected to the system, that the pump
is operating at normal conditions and that the airlines have not been disconnected or clogged. If
all of these are normal, then the EPDM membrane on the diffuser may need to be replaced.
See the Manufacturers Maintenance schedule and checklist in the Operations and Maintenance
manual for more information
EXPANSION AREA
13,596.12 SF FOOTPRINT
203.93'
66
.
6
7
'
11
11
20
D
850
848
84
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.
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.
3
Instrument #9809803200
Kroger Limited Partnership I
\A1;10' BUILD TO LINE
C.O.
EXECUTIVE DRIVE
STORM SEWER NOTES
1.ALL STORM SEWER CONSTRUCTION SHALL CONFORM TO THE CURRENT STANDARDS AND GENERAL
SPECIFICATIONS OF THE AGENCY OR AGENCIES HAVING JURISDICTION OF THE STORM SEWER
SYSTEM AND CONSTRUCTION AREA.
2.ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
3.ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS.
THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED.
4.FIELD ADJUSTMENTS OF RIM ELEVATIONS OF STRUCTURES MAY BE REQUIRED TO MEET FIELD
CONDITIONS. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL NOT EXCEED 12 INCHES.
5.STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE
FLOW INTO THE STRUCTURE.
6.STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY
REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS.
7.FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVED
AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS.
8.PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND
INCLUDE END SECTIONS.
9.CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED
COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE
CASTING PER THE DETAILS.
10.ALL STORM CASTINGS SHALL HAVE A "NO DUMPING, DRAINS TO WATERWAY" MESSAGE ON THEM.
11.ALL PROPOSED STORM SEWERS, DETENTION STRUCTURES, AND STORMWATER QUALITY
TREATMENT BMP'S ARE PRIVATE.
12.THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISTING BRICK STRUCTURE MUST BE
DONE ACCORDING TO THE FOLLOWING CONDITIONS:
A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON-SHRINK GROUT.
B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3') DIAMETER BY A
MINIMUM SIX INCH (6") THICK, 4,000 PSI CONCRETE COLLAR WITH 4x4x10 GAUGE WIRE MESH OVER
THE EXTERIOR OF THE MANHOLE.
C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT.
SHOULD THE INTEGRITY OF THE MANHOLE BE COMPROMISED, THE ENTIRE STRUCTURE MUST BE
REPLACED WITH A STANDARD MANHOLE STRUCTURE IN ACCORDANCE WITH THE CITY OF
INDIANAPOLIS DEPARTMENT OF CAPITAL ASSET MANAGEMENT'S STORMWATER DESIGN AND
CONSTRUCTION SPECIFICATION MANUAL.
13.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED
BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.DEVIATIONS FROM THE
APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY
DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED
REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE
DESIGN ENGINEER.AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE
GUARANTEES.APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR
LESS OR 10FPS OR GREATER,PRIOR TO BACKFILLING THE PIPE.THE CONTRACTOR IS INSTRUCTED
TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE
WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
SEE NOTE 7
GRANULAR BACKFILL
PROFILE LEGEND
DATUM
800
805
71
8
.
0
2+00 STATIONING
GROUND
EXISTING
PROPOSED
GRADE
EXISTING
GROUND
800
805
50250
HORIZ. SCALE: 1"=50'
432 510
VERT. SCALE: 1"=5'
PROPOSED IMPROVEMENTSSTORM SEWER LEGEND
LINE TYPE / SYMBOL DESCRIPTION
SIZE AS SHOWN
SUB-SURFACE DRAIN (SSD)
SIZE AS SHOWN
STORM SEWER12''ST
STORM STRUCTURE No.100
RIM ELEVATION
INVERT ELEVATION821.50IE
RIM 825.50
BUILDING DOWNSPOUT
END SECTION
SEWER CLEANOUT
SOLID CASTING
D.S.
C.O.
D
BEEHIVE / YARD INLET
CATCH BASIN INLET
CURB INLET
see note 9 & 10
see note 10
see note 9
SIZE AS SHOWN
ROOF DRAIN COLLECTORRD
DATE:
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TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
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PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
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STORM
PLAN & PROFILE
1" = 40'
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR
DETAILED DIMENSIONS AND INFORMATION FOR THE
BUILDING.
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
STR: EX. 10694 TO 302 PLAN VIEW
STR: EX. 10964 TO 302 PROFILE
N HORIZ. SCALE: 1"=50'
0 25 50
STORM STRUCTURE DATA
STRUCTURE #Structure Type Rim/Grate
Elevation Depth Casting
STORM SEWER PIPE SCHEDULE
Up
Structure Pipe Material Down
Structure
Downstream
Pipe
Length Feet
Downstream
Pipe Slope
Downstream Pipe
Size Inches Up Invert Down Invert
16
11
11
20
37
D.E.
D.E.
D.
E
.
D.
E
.
V
GW
D.E.
D.
E
.
D.
E
.
11
13
11
13
5
5
3
13 3
6
116
5
13
5
6
116
413
413
of Madison County
Instrument #8813193
First National Bank
of Madison County
Instrument #8813192
First National Bank
Instrument #9809803200
Kroger Limited Partnership I
Fineberg Group LLC
Instrument #200600051317
Lot 7 of Section 2
Carmel Centerpointe 34 LLC
Instrument #9809803200
Kroger Limited Partnership I
\A1;205.00'\A1;150.00'\A1;200.00'
\A1;110.00'
\A1;110.11'
\A
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4
0
.
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\A1;110.00'
\A
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;
9
4
.
5
9
'
\A1;160.19'
\A
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\A
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Acreage 6.911 (D)
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\A1;10' SETBACK LINE
\A1;10' BUILD TO LINE\A1;10' BUILD TO LINE
\A
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\A1;10' SETBACK LINE
Carmel Centerpointe
C.O.
LANDSCAPE AREA
PROPOSED EXPANSION
S.
R
A
N
G
E
L
I
N
E
R
O
A
D
EXECUTIVE DRIVE
EXISTING
KROGER
BUILDING
100'
100'100'
CONSTRUCTION
END
SHOULDER
WORK
ROAD
AHEAD
CONSTRUCTION MAX $1000
SPEEDING
RECKLESS DRIVING
MAX 8 YRS
100'100'
CONSTRUCTION
END
100'100'
SHOULDER
WORK
ROAD
AHEAD
CONSTRUCTION
MAX $1000
SPEEDING
RECKLESS DRIVING
MAX 8 YRS
100'
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND
INFORMATION FOR THE BUILDING.
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
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DA
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SITE BENCHMARK:
PROJECT BENCHMARK:
BENCHMARK DATA
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111th STREET.B.M. Elevation = 838.62 (NAVD 1988)
T.B.M. #1: A CHISELED "X" ON NORTH BOLT OF FIRE HYDRANT AT NORTHEAST CORNEROF KROGERS PARKING LOTB.M. Elevation = 851.07T.B.M. #2: A CHISELED SQUARE ON WEST SIDE OF LIGHT POLE BASE AT SOUTHWEST CORNER OF PARKINGLOT.B.M. Elevation = 852.64
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
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/
B
I
D
I
S
S
U
E
C4.1.1
MAINTENANCE OF
TRAFFIC PLAN
1" = 40'
During the course of construction of this project the
contractor shall make every effort to keep one lane open
in each direction at all times. If a safe environment can
not be provided for motorists and constuction workers a
flagger and a 1 lane reduction may be used. There will
be no street closing.
NOTE:
28" X 10" METAL PLATE, COVERED WITH FEDERAL
ORANGE REFLECTIVE MATERIAL WITH BLACK
NUMERALS DESIGNATING PREDETERMINED
DISTANCE, MAY BE ATTACHED OVER THE WORD
"AHEAD" TO MORE SPECIFICALLY LOCATE THE
SUBJECT HAZARD.
TRAFFIC CONTROL LEGEND
CHANNELIZING DEVICE (DRUM)
NOTES:
STD. CONST. SIGN POST, SEE
DETAIL TR-5.
XG20-2 XW20-1, 48" x 48"CONSTRUCTION
END
LOW INTENSITY FLASHER
XW21-5
XW20-1A 60" X 60"
SHOULDER
WORK
ROAD
AHEAD
500 FT
CONSTRUCTION
TRAFFIC CONTROL OBJECTIVE
GENERAL NOTES
1. THE SPACING OF CHANNELIZING DEVICES (CONES, ETC.) SHOULD BE A DISTANCE IN FEET EQUAL
TO THE SPEED LIMIT IN MPH USED FOR TAPER CHANNELIZATION, AND A DISTANCE IN FEET EQUAL TO
2.0 TIMES THE SPEED LIMIT IN MPH WHEN USED FOR TANGENT CHANNELIZATION.
ALTERMATIVELY, THE SPACING MAY BE AS FOLLOWS:
SPACING FOR STRAIGHT-A-WAYS:
- 20 TO 40 MPH: 1 CONE FOR EVERY 40' (EVERY SKIP)
- 40 TO 55 MPH: 1 CONE FOR EVERY 80' (EVERY OTHER SKIP)
- 60 MPH & ABOVE: 1 CONE FOR EVERY 120' (EVERY 3 SKIPS)
* THESE GUIDELINES ARE PER THE INDOT WORK ZONE SAFETY MANUAL.
2. FOR TEMPORARY LANE CLOSURES DURING DAYLIGHT HOURS, CONES OR TUBULAR MARKERS MAY
BE USED IN LIEU OF DRUMS.
3. THE FLASHING ARROW SIGN SHALL NOT BE PLACED ON A SIDEWALK. THE FLASHING ARROW SIGN
SHALL BE PLACED A DISTANCE OF L/3 FROM THE BEGINNING OF THE TAPER.
Reference the INDOT WORK ZONE SAFETY MANUAL
MAINTAINING OF TRAFFIC, AS PER PLAN
A MINIMUM OF TWO-WAY, ONE LANE TRAFFIC SHALL BE MAINTAINED AT ALL TIMES ON EXECUTIVE
DRIVE. THE ROADWAY IS TO BE FULLY OPEN TO TRAFFIC OUTSIDE OF THE HOURS OF 9:00 AM TO
3:00 PM.
DURING THE CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND
PROTECTING THE PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES ON ALL STREETS INVOLVED
AND PROVIDING ACCESS TO ALL RESIDENTIAL AND COMMERCIAL ESTABLISHMENTS ADJACENT TO THE
CONSTRUCTION AREA.THE CONTRACTOR SHALL FURNISH AND MAINTAIN SIGNAGE,BARRICADES,
FLARES,ETC.,IN ACCORDANCE WITH INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
THE INDOT WORK ZONE SAFETY MANUAL.THE SIGNAGE,BARRICADES,ETC.,MUST BE IN GOOD
CONDITION.
THE CONTRACTOR SHALL CONDUCT HIS WORK IN SUCH MANNER AS NOT TO UNDULY OR
UNNECESSARILY RESTRICT OR IMPEDE NORMAL TRAFFIC THROUGH THE STREETS OF THE
COMMUNITY.INSOFAR AS IT IS PRACTICABLE,DO NOT LOCATE EXCAVATED MATERIAL AND SPOIL
BANKS IN SUCH MANNER AS TO OBSTRUCT TRAFFIC.KEEP THE TRAVELED WAY OF ALL STREET,
ROADS,AND ALLEYS CLEAR AND UNOBSTRUCTED INSOFAR AS IS POSSIBLE.DO NOT USE STREETS,
ROADS,OR ALLEYS FOR THE STORAGE OF CONSTRUCTION MATERIALS,EQUIPMENT SUPPLIES,OR
EXCAVATED EARTH,EXCEPT WHEN AND WHERE NECESSARY.IF REQUIRED BY DULY CONSTITUTED
PUBLIC AUTHORITY,THE CONTRACTOR SHALL,AT HIS OWN EXPENSE,CONSTRUCT BRIDGES OR
OTHER TEMPORARY CROSSING STRUCTURES OVER TRENCHES SO AS NOT TO UNDULY RESTRICT
TRAFFIC.SUCH STRUCTURES SHALL BE OF ADEQUATE STRENGTH AND PROPER CONSTRUCTION AND
SHALL BE MAINTAINED BY THE CONTRACTOR IN SUCH MANNER AS NOT TO CONSTITUTE AN UNDUE
TRAFFIC HAZARD.PRIVATE DRIVEWAYS SHALL NOT BE CLOSED,EXCEPT WHEN AND WHERE
NECESSARY,AND THEN ONLY UPON DUE ADVANCE NOTICE TO THE ENGINEER AND FOR THE
SHORTEST PRACTICABLE PERIOD OF TIME,CONSISTENT WITH EFFICIENT AND EXPEDITIOUS
CONSTRUCTION.THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO PERSONS OR PROPERTY
RESULTING FROM HIS WORK.
THE CONTRACTOR SHALL PLACE SUFFICIENT LIGHTS ON OR NEAR THE WORK AND KEEP THEM
ILLUMINATED DURING PERIODS OF CONSTRUCTION AND REDUCED VISIBILITY (FROM TWILIGHT IN THE
EVENING UNTIL SUNRISE)AND SHALL BE HELD RESPONSIBLE FOR ANY DAMAGES THAT ANY PARTY OR
THE OWNER MAY SUSTAIN IN CONSEQUENCES OF NEGLECTING THE NECESSARY PRECAUTION IN
PROSECUTING THIS WORK.
THE ROADWAY SHALL NOT BE OPENED TO TRAFFIC UNTIL PERMANENT TRAFFIC CONTROLS ARE IN
PLACE,OR UNTIL TEMPORARY TRAFFIC CONTROLS,APPROVED BY THE ENGINEER,ARE INSTALLED.
THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE PREMATURE REMOVAL OF TEMPORARY TRAFFIC
CONTROLS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REINSTALLATION AND/OR REPLACEMENT OF ALL
PERMANENT TRAFFIC CONTROL DEVICES DAMAGED OR REMOVED DURING THE CONSTRUCTION.
PERMANENT TRAFFIC CONTROL THAT IS NO LONGER IN CONFLICT WITH TEMPORARY TRAFFIC
CONTROL SHALL BE REPLACED IMMEDIATELY.THE CONTRACTOR SHALL ASSUME ALL LIABILITY FOR
MISSING, DAMAGED AND IMPROPERLY PLACED TRAFFIC CONTROL DEVICES.
THE CONTRACTOR SHALL PROVIDE A 24 HOUR CONTACT WHO WILL BE RESPONSIBLE FOR
MAINTENANCE OF TRAFFIC FOR THE DURATION OF THE PROJECT.
CONSTRUCTION OPERATIONS SHALL NOT BEGIN UNTIL ALL TEMPORARY TRAFFIC CONTROL DEVICES
ARE IN PLACE AND APPROVED BY THE ENGINEER AND THE CITY OF CARMEL.
ACCESS TO ALL ADJOINING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.ACCESS FOR MAIL
DELIVERY,EMERGENCY AND SERVICE VEHICLES SHALL NOT BE DISRUPTED.THE CONTRACTOR SHALL
COORDINATE CONSTRUCTION ACTIVITIES WITH THE ENGINEER AND THE OWNERS OF THE ABUTTING
PROPERTIES IN ADVANCE (10 DAYS) OF ANY OPERATIONS WHICH AFFECT ACCESS.
MAINTENANCE OF ALL TRAFFIC CONTROL DEVICES INCLUDING DRUMS,SIGNS,BARRICADES,SIGN
BOARDS, DETOUR SIGNAGE, ETC., SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
DRUMS SHALL BE PLACED AS SHOWN IN THE GENERAL NOTES BELOW.
ALL TRENCHES SHALL BE BACKFILLED OR SECURELY PLATED DURING ALL NIGHTTIME AND
NON-WORKING HOURS.
STEADY-BURNING TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES IN USE AT NIGHT. ALL
ADVANCE SIGNING SHALL BE EQUIPPED WITH TYPE "A" FLASHING LIGHTS AND (2) ORANGE FLAGS
(24"X24"). LIGHTS ARE NOT REQUIRED ON SIGNS IN PLACE DURING DAYLIGHT HOURS.
THE SAFETY OF PEDESTRIAN TRAFFIC SHALL BE CONSIDERED AT ALL TIMES IN THE PROVISION OF
TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS AND NOTES.IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO PROVIDE LIGHTS,SIGNS,BARRICADES,AND OTHER WARNINGS TO
PHYSICALLY SEPARATE THE PEDESTRIAN FROM HAZARDS INCIDENTAL TO THE CONSTRUCTION
OPERATIONS SUCH AS ANCHOR BOLTS, OPEN EXCAVATIONS, ETC.
FOR AREAS ADJACENT TO VEHICULAR TRAFFIC, OPEN TRENCH SHALL BE ADEQUATELY MAINTAINED
AND PROTECTED WITH THE PROPER TRAFFIC CONTROL DEVICES AT ALL TIMES. PLACEMENT OF
SUBBASE AND BASE MATERIAL SHALL FOLLOW CLOSELY AS POSSIBLE BEHIND EXCAVATION
OPERATIONS. THE LENGTH OF TRENCH WHICH IS OPEN AT ANY ONE TIME SHALL BE HELD TO A LENGTH
THAT CAN BE BACKFILLED DURING NIGHTTIME AND NON-WORKING HOURS.
XG20-7MAX $1000
SPEEDING
RECKLESS DRIVING
MAX 8 YRS
1. 1. 48-HOUR NOTICE IS REQUIRED TO THE DEPARTMENT OF ENGINEERING. BPW
APPROVAL IS REQUIRED FOR ANY CLOSURES LASTING LONGER THAN 15-MINUTES. IF
THERE ARE FREQUENT 15-MINUTE CLOSURES, THEN BOARD APPROVAL SHALL BE
SOUGHT.
2. ALL TRAFFIC CONTROL SIGNS, BARRICADES AND CHANNELIZING DEVICES ARE TO
MEET I.N.D.O.T. STANDARDS AND AASHTO MANUAL FOR ASSESING SAFETY HARDWARE
(MASH) REQUIREMENTS.
TABLE I: SIGN SPACING (FEET)
25-30 35-40 45-55 Multilane Divided Espressway/
mph mph mph 50 mph or higher Freeway
A 100 350 500 1000 1000
B 100 350 500 1600 1600
C 100 350 500 2640 2640
Reference the INDOT WORK ZONE SAFETY MANUAL
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
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E
DA
T
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DE
S
C
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P
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P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C5.1.1
SITE
DETAILS
SCALE: NONE
4"4" COMPACTED #53
CRUSHED AGGREGATE
PREPARED SUBGRADE
WIDTH PER PLAN
PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
COMPACTED PER SPECIFICATIONS
4" COMPACTED #53
CRUSHED AGGREGATE
PA-2
THICKEN CONCRETE AT
CONCRETE PAVEMENT
PLAIN
6" PORTLAND CEMENT CONCRETE
4000 PSI W/ FIBER REINFORCEMENT
4"2"
TERMINAL EDGE
24"
4000 PSI W/ FIBER REINFORCEMENT
6" PORTLAND CEMENT CONCRETE
REINFORCED
WIDTH PER PLAN
THICKEN CONCRETE AT
6x6 10/10 WWM
24"
2"
TERMINAL EDGE
PAVEMENT EDGES AND
WHERE PAVEMENT ABUTS
ASPHALT PAVING
PAVEMENT EDGES AND
WHERE PAVEMENT ABUTS
ASPHALT PAVING
WIDTH PER PLAN
ON PREPARED SUBGRADE
WIDTH PER PLAN
\A1;WIDTH PER PLAN
1/4" PER FT. SLOPE (PER PLAN)
1/4" PER FT. SLOPE (PER PLAN)
WITH LEVELING COARSE
** 4" OF 4000 P.S.I. CONCRETE WITH FIBER REINFORCEMENT ON PREPARED SUBGRADE.
AS WALLS. MEDIUM BROOM FINISH TO BE APPLIED IN TRANSVERSE DIRECTION.
EXPANSION JOINTS SHALL BE SEALED WITH A BACKER ROD AND SILICON JOINT SEALER.
WHERE SIDEWALK ABUTTS CONCRETE PAVEMENT, CURBS, AND VERTICAL SURFACES SUCH
THE WIDTH OF THE WALK. PROVIDE 1/2" EXPANSION JOINTS EVERY 50' MINIMUM AND
PROVIDE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT TO EXCEED
3" COMPACTED SAND ORCRUSHED AGGREGATELEVELING COARSE
PA-3
PREPARED SUBGRADECOMPACTED PER SPECIFICATIONS ** 4" PORTLANDCEMENT CONCRETE
** 4" PORTLANDCEMENT CONCRETEPREPARED SUBGRADECOMPACTED PER SPECIFICATIONS
SCALE: NONE
CONCRETE WALK
PA-4 COMBINED WALK AND CURB
SCALE: NONE
COMPACTED SUBGRADE - THE UPPER 6" SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE
CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER
UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED ATISFACTORILY, SHALL BE REMOVED. ALL
ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE SUBGRADE
SURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL,
SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE
SURROUNDING SUBGRADE SURFACE.
PROVIDE 1/4" WIDE, 1" DEEP TRANSVERSE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT
INTERVALS NOT TO EXCEED THE WIDTH OF THE WALK. EXTEND TRANSVERSE JOINTS THROUGH
CURB TOP AND FACE.
VARIES
(SEE PLANS)
VARIES
(SEE PLANS)
6"
2.
1.
6"
16
"
6"
1/4"
WIDE
TOOLED
JOINT
1" RADIUS
TOOLED EDGE
PAVEMENT
SLOPE 1/4" PER 1'-0"
GRANULAR
BACKFILL
4"
TRANSVERSE
MEDIUM
BROOM FINISH
4"
PORTLAND CEMENT
CONCRETE
1" HMA SURFACE
(1" #11 H.A.C. SURFACE)
2" HMA INTERMEDIATE
SCALE: NONE
6" COMPACTED #53 STONE
(2" #9 H.A.C. BINDER)
8" COMPACTED #53 STONE
1" HMA SURFACE
(1" #11 H.A.C. SURFACE)
4" HMA INTERMEDIATE
(4" #9 H.A.C. BINDER)
S
PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
H
PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
HEAVY DUTY SECTION
STANDARD DUTY SECTION
TYPICAL ASPHALT PAVEMENT SECTIONSPA-1
24
"
24"
SPACE
SCALE: NONE
PAVEMENT MARKINGS
24
"
4" SOLID WHITE LINE PAVEMENT MARKINGS
4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS
PAINTED ISLANDS
PA-7A
PAINTED CROSSWALKS
24" SOLID WHITE LINE BARS WITH 24" SPACES
4"MIN. 8" MAX
4"-6"
4"-6"
DOUBLE YELLOW PAVEMENT STRIPING LINES
DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING
TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS.
4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT
24" WHITE
STRIPE
SOLID WHITE PAVEMENT STRIPING LINES
4"
PAVEMENT MARKING-STOP BAR
(SEE SITE PLAN)
VARIES
12
"
-
2
4
"
WI
D
T
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O
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A
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C
H
W
A
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K
SCALE: NONE
24" min.
CONCRETE COLLAR FOR CASTINGS WITHIN ASPH.
6" min.
PA-10
SECTION A-A
CONCRETE COLLAR
ROUND CASTING
CASTING
SQUARE CASTING
CONCRETE 24" min.
WITHIN ASPHALT AREAS
CONCRETE COLLAR
CJCJ
CONTROL JOINTS
CJCJ
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
\A
1
;
1
8
"
\A1;36"
A-A
SECTION B-B SECTION A-A
\A1;1.9"
\A1;7.5"
\A1;MOUNTING SURFACE \A1;36"
\A1;30"\A1;30"\A1;24"
\A
1
;
2
4
"
\A1;114"\A
1
;
7
2
"
\A
1
;
6
0
"
\A1;72"
B-B
\A1;30"
SCALE: NONE
DIAGRAM 1: BICYCLE RACK TYPE
DIAGRAM 2: BICYCLE PARKING LOCATION AND DESIGN
DIAGRAM 2: BICYCLE PARKING LOCATION AND DESIGN
MINIMUM DISTANCE FROM WALL OR OTHER OBSTRUCTION
MIN.MIN.MIN.
\A1;24"
SCALE: NONE
CONCRETE FILLED BOLLARDMI-1A
3'
4"6"
CONCRETE FILLEDPAINTED YELLOW
4"
AROUND BASE.
CONCRETE POURED
TOP OF GROUND/SURFACE
CONED TOP
4'
6" STEEL POST
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
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Ca
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59
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INDIA N A
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STATE OF
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C6.1.1"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
CITY OF CARMEL
STANDARD DETAILS
DATE:
PR
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P
A
R
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D
B
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:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
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STATE OF
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C6.1.2
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
CITY OF CARMEL
STANDARD DETAILS
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
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STATE OF
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C6.1.3
CITY OF CARMEL
STANDARD DETAILS
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
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DE
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STATE OF
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C7.1.1
STORM SEWER
DETAILS
'L' 5 FT. OR LESS:
"B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.**
DETECTABLE WARNING
TAPE IN ACCORDANCE
WITH SPECIFICATIONS
12"
MIN 6" TOPSOIL
MIN.
D = INSIDE DIAMETER
Bc = OUTSIDE DIAMETER
LEGEND
4" BEDDING
MIN. 1.25 Bc+12"
Bc
L
SIMILAR STRUCTURE
CURB, GUTTER OR
EDGE OF PAVEMENT,
12"
IN
I
T
I
A
L
BA
C
K
F
I
L
L
HAUNCHING
(Bc/2)
BA
C
K
F
I
L
L
FI
N
A
L
SCALE: NONE
PLASTIC PIPE (PVC AND HDPE) TRENCH DETAILST-3A
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS I
MATERIAL COMPACTED
INTO PLACE
'L' GREATER THAN 5 FT.:
REGULAR BACKFILL
NOTES:
ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE
INSTALLED IN 6" BALANCED LIFTS.
A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE.
1.
2.
**UNLESS MORE
STRINGENT
REQUIREMENT
INCLUDED IN
SPECIFICATIONS
DETECTABLE WARNING
WITH SPECIFICATIONS
TAPE IN ACCORDANCE
'L' GREATER THAN 5 FT.:
REGULAR BACKFILL
'L' 5 FT. OR LESS:
"B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.**
"B" BORROW OR EQUIV.
GRANULAR MATERIAL COMPACTED TO
95% STANDARD PROCTOR DENSITY**
ST-3
**UNLESS MORE
STRINGENT
REQUIREMENT
INCLUDED IN
SPECIFICATIONS
FI
N
A
L
BA
C
K
F
I
L
L
(Bc/6)
HAUNCHING
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
L
Bc
MIN. 1.25 Bc+12"
d
LEGEND
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
12"
MIN 6" TOPSOIL
2.A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE.
1.
INSTALLED IN 6" BALANCED LIFTS.
ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE
NOTES:
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
66" & LARGER 6"
27" & SMALLER 3"
D d MIN.
MATERIAL BELOW PIPE
30" TO 60" 4"
DEPTH OF BEDDING
SCALE: NONE
'L' GREATER THAN 5 FT.:
REGULAR BACKFILL
'L' 5 FT. OR LESS:
"B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.**
"B" BORROW OR EQUIV.
GRANULAR MATERIAL COMPACTED TO
95% STANDARD PROCTOR DENSITY**
**UNLESS MORE
STRINGENT
REQUIREMENT
INCLUDED IN
SPECIFICATIONS
ST-3B
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
66" & LARGER 6"
27" & SMALLER 3"
D d MIN.
MATERIAL BELOW PIPE
30" TO 60" 4"
DEPTH OF BEDDING
2.A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE PIPE FOR 42" DIAM. AND LESS.
1.
INSTALLED IN 6" BALANCED LIFTS.
ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE
NOTES:
WITH SPECIFICATIONS
TAPE IN ACCORDANCE
NON-DETECTABLE WARNING
SCALE: NONE
CORRUGATED METAL PIPE (CMP) TRENCH DETAIL
MIN 6" TOPSOIL
12"
d
FOR D </=42"
Bc
L
SIMILAR STRUCTURE
CURB, GUTTER OR
EDGE OF PAVEMENT,
FI
N
A
L
BA
C
K
F
I
L
L
BA
C
K
F
I
L
L
12"
MIN.
(Bc/2)
HAUNCHING
IN
I
T
I
A
L
SPRINGLINE
MIN. 1.25 Bc+24"
MIN. 1.25 Bc+12"
FOR D > 42"
3.A MINIMUM 12" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE PIPE FOR LARGER THAN 42" DIAM.
LEGEND
6" OF #2 OR #8 STONE
ST-1 BOX INLET DETAIL
SCALE: NONE
BOX INLET SCHEDULE
MAX PIPEABINLET TYPE
TYPE A
TYPE AM
TYPE B
*
*
TYPE E,F
TYPE J,M
*
*
TYPE S,T
30" 46"
24" 24"
22" 22"
30" 30"
24" 36"
15" 61"
* -PRECAST ADJUSTING SECTIONS AVAILABLE
6"6"
6"
A
B
OU
T
L
E
T
PI
P
E
6"
11
"
8"
3"
A
DIA
.
0" 36"
18" 27"
21" 21"
15" 15"
18" 18"
21" 21"
6"
M
I
N
.
6"
M
I
N
.
4.
0
'
M
A
X
.
RIM ELEVATION
SSD
SEE STORM STRUCTUREDATA TABLE FOR CASTING
24
"
M
A
X
.
> THAN 45°-90°
STRAIGHT THRU
> THAN 45°-90°
UP TO 60°
> THAN 45°-90°
UP TO 45°
UP TO 45°
48"
54"-66"
33"-36"
24"-33'
42"-48"
42"
48"
60"
60"
96"
96"
84"
84"
72"
PIPE TURNS
PIPES ENTERING/LEAVING AT
24"DIA.
MANHOLE DIAMETER
A-615, GRADE 60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM
OF ASTM D-4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM
MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS
STEEL REINFORCING OR AN APPROVED NON-CORROSIVE FIBERGLASS
NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED
0°-45° BEND
PIPE SIZE
33"-36"
27"-30"
24"
8"-21"
PIPE SIZE
MIN.3"
5" MIN.
ASPHALTIC MASTIC
O-RING GASKET
SEAL AT JOINTS
OR BUTYL RUBBER
SEAL AT JOINTS
REBAR OR WIRE MESH
MANHOLE DIA.
60"
72"
60"
45°-90° BEND
48"
60"
60"
48"
48"
MANHOLE DIAMETERS
6" OF #2 OR #8 STONE
EQUIVLENT.
6"
PRECAST CONCRETE
REDUCER CAP AS REQUIRED
TO ASTM. C-478 MANHOLE CONFORMS
BENCHWALLS AT
AREA 0.12 SQ. IN./FT. OF
WIDTH IN BOTH DIRECTIONS.
REINFORCING MIN. STEEL
MIN. 1/2" PER FT. SLOPE
SIZE
PIPE
SEE TABLE
MAXIMUM
16"O.C.
NOTE:
ASPHALTIC MASTIC
OR BUTYL RUBBER
RIM ELEVATION
RINGS IF NEEDED (4 MAX)
ECCENTRIC CONE SECTION OR
PRECAST CONCRETE ADJUSTING
PER STRUCTURE DATA TABLE
FRAME & COVER
SECTIONS
STANDARD STORM SEWER MANHOLEST-2 SCALE: NONE
GASKET DETAIL
4"-12"
1/2"
RING OR FLANGE OF CASTING.
PRECAST CONCRETE ADJ.
PLAN VIEW
27 3/4"
GASKET MATERIAL TYP.
BASE EXTRUDABLE PREFORMED
NOMINAL 1/2" BUYTL RUBBER
IN EACH KEYWAY-SEE DETAIL
PREFORMED GASKET MATERIAL
PLACE 1/2" DIA. EXTRUDABLE
SECTION "A-A"
24" I.D.
A A
34" O.D.
1"
63°
34"O.D 24"I.D.
PRECAST CONCRETE ADJUSTING RINGSCALE: NONECA-1
SCALE: NONECA-2 SOLID LID CASTING SETTING DETAIL
WITHIN ASPHALT AREAS
CONCRETE COLLAR
12" min.
A
A
\A1;CONTROL JOINTS
NEENAH FOUNDRY CO.
A NEENAH R-1772-A SERIES
MANHOLE FRAMES, SOLID LID
NEENAH WIS.
A
E
C
SECTION "A-A"
A
B
D
RIM ELEVATION
6" min.
2" min.
YARD SETTINGASPHALT SETTING
CONCRETE COLLAR
MANHOLEA, A-M, B*, E*, J*
MANHOLEBOX INLET
* - 4" FLATTOP REQUIRED
22.75Ø
STRUCTURES
E"C"D"B"A"DESCRIPTION
FRONT
SOLID LID 36ØR-1772-A 21Ø25Ø
CASTING
7D
H RIM ELEVATION
** - 6" FLATTOP REQUIRED* - 4" FLATTOP REQUIRED
MANHOLEBOX INLET
SIDE STRUCTURES
E"F"H"G"C"D"B"A"DESCRIPTION
FRONT
CASTING
R-3405 INLET
INLETR-3472
624.75 2232.75 23.63 32.75 24.75 23.63
21.7522Ø3421.75342022Ø8
A, A-M, B*, E*, J*MANHOLE**
A, A-M, B*, E*, J*MANHOLE**
CONCRETE
COLLAR
CONCRETE COLLAR
ASPHALT SETTING
12" min.
6" min.CONC. COLLAR
0.10'
E
D
G
F
C
A
B
CJ CJ
CJCJ
CA-5 RECTANGULAR INLET CASTING SETTING DETAIL
SCALE: NONE
SCALE: NONE
FILTER FABRIC
18
"
M
i
n
.
6"
#8 WASHED GRAVEL
FINISH GRADE
48
"
M
a
x
.
SCALE: NONECA-4 CHAIRBACK CURB CASTING SETTING DETAIL
TOP OF CURB
G
F
E
D
C
A
B
H
0.10'
5.00'typ.
MANHOLE**B*, J
MANHOLE**A, A-M, B*, E*, J*
14+35.25 32.8845 34.63 32.38 22.13 15.63
15.6322.883421.6334202214CHAIRBACKR-3286-8V
R-3287-10V CHAIRBACK
MANHOLEBOX INLET
SIDE STRUCTURES
E"F"H"G"C"D"B"A"DESCRIPTION
FRONT
CASTING
** - 6" FLATTOP REQUIRED
* - 4" FLATTOP REQUIRED
T
B
0.00
-0.50
RIM ELEVATION
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
CA-10 (MARION COUNTY)SCALE: NONE
FLUSH WITH SURFACE
2" LETTERS, RECESSED,
MACHINED BEARING SURFACE
A
NEENAH R-1077-A COVERA
WITH NEENAH R-1712-B-SPFRAME WITH SELF-SEALING
RMOTS REWES
SILOANPIDAINFOYTIC
APPLICATION OR EQUAL
STORM SEWER MANHOLE FRAME AND COVER
22 3/4"
21"
26"
34" or 36"
( DEPENDENT UPON O.D.
OF RING SECTION IN USE)
SECTION "A-A"
1"
7"
o
r
9
"
APPLICATION
"SELF-SEALING"
1
3
/
4
"
6"
PICKHOLES @ 180°(N9204-A OR CITYAPPROVED EQUAL
2 CONCEALED
RIM.= TOP OF CASTING ELEVATION
RIM ELEVATION
SCALE: NONE
SEWER CLEANOUT (END OF LINE)ST-6
6"R
8"
MATERIAL UNDER
COMPACTED GRANULAR
BACKFILL WITH
MATERIAL FOR
SELECT EXCAVATED
BACKFILL WITH
UNPAVED AREASPAVEMENT AREAS
8" CONC.
COLLAR IN
PVMT AREAS
CAST IRON FRAME AND LID
(NEENAH R-1976)
INSTALLED FLUSH WITH
GRADE IN PAVEMENT
AREAS
PAVEMENT
GRASS
PVC PLUG
INSTALLED FLUSH
W/ GRADE IN GRASS
AREAS
UP TO 6" DIAMETER
SIZE AS SEWER
EXTENSION SAME
BEND
LONG RADIUS 90°
2 - 45° BENDS OR
PVC PLUG
INSTALLED FLUSH
W/ GRADE IN GRASS
AREAS
GRASS
PAVEMENT
CAST IRON FRAME AND LID
(NEENAH R-1976)
INSTALLED FLUSH WITH
GRADE IN PAVEMENT
AREAS 8" CONC.
COLLAR IN
PVMT AREAS
PAVEMENT AREAS UNPAVED AREAS
BACKFILL WITH
SELECT EXCAVATED
MATERIAL FOR
BACKFILL WITH
COMPACTED GRANULAR
MATERIAL UNDER
8"
6"R
SEWER CLEANOUT (IN-LINE)ST-6A SCALE: NONE
EXTENSION SAME
SIZE AS SEWER
UP TO 6" DIAMETER
PLUG & SEAL FOR
FUTURE CONNECTION
OR CONTINUATION
OF MAIN.
45° ELBOW
45° WYE
ST-6B DROP SEWER CLEANOUT
SCALE: NONE
PVC PLUG
INSTALLED FLUSH
W/ GRADE IN
GRASS AREAS
GRASS
PAVEMENT
8" CONC.
COLLAR IN
PVMT AREAS
CAST IRON FRAME AND
LID (NEENAH R-1976)
INSTALLED FLUSH WITH
GRADE IN PAVEMENT
AREAS
COMBINATION WYE
AND 1/8 BEND
LONG RADIUS
BEND
NO-HUB
SIZE A (MIN.)B C
9 1/2"6 1/8"14 7/8"2"
3"17 5/16"8"10"
10 1/2"10"19 3/4"4"
12"14 3/8""25 5/8"6"
10 1/2""15 9/16"25 1/4""8"
12"20 5/16"31 13/16"10"
A
C B
6"R
MATERIAL UNDER
COMPACTED GRANULAR
BACKFILL WITH
MATERIAL FOR
SELECT EXCAVATED
BACKFILL WITH
UNPAVED AREASPAVEMENT AREAS
8"
SIMILAR STRUCTURE
SUPPORT ON TRENCHBOTTOM. EXCAVATE HOLESFOR PIPE BELLS TOPROVIDE CONTINUOUSSUPPORT.
NON-DETECTABLE WARNING
UNLESS A MORE STRINGENT REQUIREMENT IS INCLUDED IN
SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY,
WITH SPECIFICATIONS
TAPE IN ACCORDANCE
DETECTABLE WARNING
4" BEDDING
HAUNCHING
IN
I
T
I
A
L
(B
c
/
2
)
**SEE NOTE 2
****Bc
BA
C
K
F
I
L
L
MIN.
12"
12
"
BA
C
K
F
I
L
L
FI
N
A
L
EQUAL TO 5 FT.
Bc: OUTSIDE DIAMETER OF PIPE
NO. 8 STONE
Bc
L
"B" BORROW OR EQUIV. GRANULAR
MATERIAL WHERE 'L' LESS THAN OR
SUITABLE EXCAVATED MATERIAL WHERE
'L' GREATER THAN 5 FT.
MIN. Bc+18"
12"
TAPE IN ACCORDANCE
WITH SPECIFICATIONS
MIN 6" TOPSOIL THE SPECIFICATIONS.
SCALE: NONE
9" CLEARANCE SHALL BE PROVIDED.
IN MAXIMUM 6" BALANCED LIFTS.
BETWEEN THE PIPE AND TRENCH WALL. AS A MINIMUM, A
1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED
2. CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE
INSTALLED PIPE TO ALLOW FOR COMPACTION OF MATERIAL
3. BACKFILL WITHIN 5 FEET OF THE EDGE OF PAVEMENTSIMILAR STRUCTURE
CURB, GUTTER OR
EDGE OF PAVEMENT,
MIN 6" TOPSOIL
EDGE OF PAVEMENT,
CURB, GUTTER OR
NOTES:
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
I
O
N
MA
R
K
Kn
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w
h
a
t
'
s
be
l
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w
.
be
f
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y
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i
g
.
Ca
l
l
R
59
6
0
C
A
S
T
L
E
W
A
Y
W
E
S
T
D
R
I
V
E
IN
D
I
A
N
A
P
O
L
I
S
,
I
N
4
6
2
5
0
Ph
:
3
1
7
.
5
7
9
.
8
4
6
3
F
x
:
3
1
7
.
5
7
9
.
8
1
6
2
PR
E
P
A
R
E
D
F
O
R
:
DE
V
E
L
O
P
M
E
N
T
P
L
A
N
AM
E
N
D
M
E
N
T
E
X
H
I
B
I
T
S
FO
R
KR
O
G
E
R
J
9
5
9
EX
P
A
N
S
I
O
N
12
1
7
S
.
R
A
N
G
E
L
I
N
E
R
O
A
D
CA
R
M
E
L
,
I
N
D
I
A
N
A
4
6
0
3
2
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C7.1.2
WATER QUALITY
DETAILS
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
I
O
N
MA
R
K
Kn
o
w
w
h
a
t
'
s
be
l
o
w
.
be
f
o
r
e
y
o
u
d
i
g
.
Ca
l
l
R
59
6
0
C
A
S
T
L
E
W
A
Y
W
E
S
T
D
R
I
V
E
IN
D
I
A
N
A
P
O
L
I
S
,
I
N
4
6
2
5
0
Ph
:
3
1
7
.
5
7
9
.
8
4
6
3
F
x
:
3
1
7
.
5
7
9
.
8
1
6
2
PR
E
P
A
R
E
D
F
O
R
:
DE
V
E
L
O
P
M
E
N
T
P
L
A
N
AM
E
N
D
M
E
N
T
E
X
H
I
B
I
T
S
FO
R
KR
O
G
E
R
J
9
5
9
EX
P
A
N
S
I
O
N
12
1
7
S
.
R
A
N
G
E
L
I
N
E
R
O
A
D
CA
R
M
E
L
,
I
N
D
I
A
N
A
4
6
0
3
2
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C7.1.3
SANITARY SEWER
DETAILS
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
SCALE: NONE
SHOWN ON PLANS
CREATE OPENING @ LOCATION
SA-10B LATERAL CONNECTION TO EXISTING SEWER
PROPOSED LATERAL
INSTALLED PER MANUFACTURERS SPEC.S
SADDLE TEE W/ GASKETED OUTLET
EXISTING SEWER
LEGEND
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
Bc = OUTSIDE DIAMETER
'L' GREATER THAN 5 FT.:
REGULAR BACKFILL
DETECTABLE WARNING
TAPE IN ACCORDANCE
WITH SPECIFICATIONS
3" MIN.
(BELOW THE BELL)
12"
L
FI
N
A
L
BA
C
K
F
I
L
L
Bc
12"
MIN.
BA
C
K
F
I
L
L
IN
I
T
I
A
L
SPRINGLINE
MIN. 1.25 Bc+12"
MIN 6" TOPSOIL
#8 CRUSHED STONE OR
#8 FRACTURED FACE AGGREGATE
COMPACTED INTO PLACE
MATERIAL BELOW PIPE
'L' 5 FT. OR LESS:
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY.**
DEPTH OF BEDDING
(Bc/2)
HAUNCHING
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
1.
2.
OF THE INSTALLED PIPE.
INSTALLED IN 6" BALANCED LIFTS.
ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE
SA-1
18" & OVER Bc/4 (8" MAX.)
D d MIN.
8" TO 15" Bc/4 (4" MIN.)
MATERIAL BELOW PIPE BARREL NOTES:
**UNLESS MORE
STRINGENT
REQUIREMENT
INCLUDED IN
SPECIFICATIONS
A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
FLEXIBLE PIPE (PVC AND HDPE) TRENCH DETAIL
SCALE: NONE
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
I
O
N
MA
R
K
Kn
o
w
w
h
a
t
'
s
be
l
o
w
.
be
f
o
r
e
y
o
u
d
i
g
.
Ca
l
l
R
59
6
0
C
A
S
T
L
E
W
A
Y
W
E
S
T
D
R
I
V
E
IN
D
I
A
N
A
P
O
L
I
S
,
I
N
4
6
2
5
0
Ph
:
3
1
7
.
5
7
9
.
8
4
6
3
F
x
:
3
1
7
.
5
7
9
.
8
1
6
2
PR
E
P
A
R
E
D
F
O
R
:
DE
V
E
L
O
P
M
E
N
T
P
L
A
N
AM
E
N
D
M
E
N
T
E
X
H
I
B
I
T
S
FO
R
KR
O
G
E
R
J
9
5
9
EX
P
A
N
S
I
O
N
12
1
7
S
.
R
A
N
G
E
L
I
N
E
R
O
A
D
CA
R
M
E
L
,
I
N
D
I
A
N
A
4
6
0
3
2
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C8.1.1
HAMILTON COUNTY
STORM SEWER
DETAILS
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
I
O
N
MA
R
K
Kn
o
w
w
h
a
t
'
s
be
l
o
w
.
be
f
o
r
e
y
o
u
d
i
g
.
Ca
l
l
R
59
6
0
C
A
S
T
L
E
W
A
Y
W
E
S
T
D
R
I
V
E
IN
D
I
A
N
A
P
O
L
I
S
,
I
N
4
6
2
5
0
Ph
:
3
1
7
.
5
7
9
.
8
4
6
3
F
x
:
3
1
7
.
5
7
9
.
8
1
6
2
PR
E
P
A
R
E
D
F
O
R
:
DE
V
E
L
O
P
M
E
N
T
P
L
A
N
AM
E
N
D
M
E
N
T
E
X
H
I
B
I
T
S
FO
R
KR
O
G
E
R
J
9
5
9
EX
P
A
N
S
I
O
N
12
1
7
S
.
R
A
N
G
E
L
I
N
E
R
O
A
D
CA
R
M
E
L
,
I
N
D
I
A
N
A
4
6
0
3
2
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C8.1.2
HAMILTON COUNTY
STORM SEWER
DETAILS
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
I
O
N
MA
R
K
Kn
o
w
w
h
a
t
'
s
be
l
o
w
.
be
f
o
r
e
y
o
u
d
i
g
.
Ca
l
l
R
59
6
0
C
A
S
T
L
E
W
A
Y
W
E
S
T
D
R
I
V
E
IN
D
I
A
N
A
P
O
L
I
S
,
I
N
4
6
2
5
0
Ph
:
3
1
7
.
5
7
9
.
8
4
6
3
F
x
:
3
1
7
.
5
7
9
.
8
1
6
2
PR
E
P
A
R
E
D
F
O
R
:
DE
V
E
L
O
P
M
E
N
T
P
L
A
N
AM
E
N
D
M
E
N
T
E
X
H
I
B
I
T
S
FO
R
KR
O
G
E
R
J
9
5
9
EX
P
A
N
S
I
O
N
12
1
7
S
.
R
A
N
G
E
L
I
N
E
R
O
A
D
CA
R
M
E
L
,
I
N
D
I
A
N
A
4
6
0
3
2
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C9.1.1
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
4) Asphalt Pavement
DATE:
PR
E
P
A
R
E
D
B
Y
:
TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
IS
S
U
E
DA
T
E
DE
S
C
R
I
P
T
I
O
N
MA
R
K
Kn
o
w
w
h
a
t
'
s
be
l
o
w
.
be
f
o
r
e
y
o
u
d
i
g
.
Ca
l
l
R
59
6
0
C
A
S
T
L
E
W
A
Y
W
E
S
T
D
R
I
V
E
IN
D
I
A
N
A
P
O
L
I
S
,
I
N
4
6
2
5
0
Ph
:
3
1
7
.
5
7
9
.
8
4
6
3
F
x
:
3
1
7
.
5
7
9
.
8
1
6
2
PR
E
P
A
R
E
D
F
O
R
:
DE
V
E
L
O
P
M
E
N
T
P
L
A
N
AM
E
N
D
M
E
N
T
E
X
H
I
B
I
T
S
FO
R
KR
O
G
E
R
J
9
5
9
EX
P
A
N
S
I
O
N
12
1
7
S
.
R
A
N
G
E
L
I
N
E
R
O
A
D
CA
R
M
E
L
,
I
N
D
I
A
N
A
4
6
0
3
2
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G I STER
E
D
10
/
2
7
/
1
4
PE
R
M
I
T
/
B
I
D
I
S
S
U
E
C9.1.2
CITY OF CARMEL
CURBING AND PAVING
POLICY
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
{CITY OF CARMEL CONCRETE CURB POLICY}
1) General
16
11
11
20
D
37
D.S.
D.S.
D.E.
D.E.
D.
E
.
D.
E
.
V
GW C.O.
C.O.C.O.
C.O.
D.E.
D.
E
.
D.
E
.
Barnes Investment Company
Instrument #9502502
Fineberg Group LLC
Instrument #200600051317
of Madison County
Instrument #8813193
First National Bank
of Madison County
Instrument #8813193
First National Bank
of Madison County
Instrument #8813192
First National Bank
Fineberg Group LLC
Instrument #200100012941
Instrument #9809803200
Kroger Limited Partnership I
Fineberg Group LLC
Instrument #200600051317
60' Ingress/Egress EasementInstrument #9809803200
"A""B"
"C"
South - 0.2'
East - 0.1'
"D"
"E"
South - 0.4'
East - 0.1'
"F"
North - 0.2'
West - 0.1'
"G"
"H"
Lot 7 of Section 2
Carmel Centerpointe 34 LLC
CARMEL DRIVE
S.
R
A
N
G
E
L
I
N
E
R
O
A
D
EXECUTIVE DRIVE
Instrument #9809803200Kroger Limited Partnership I
\A1;205.00'\A1;150.00'\A1;200.00'
\A1;200.00'\A1;150.00'\A1;184.99'
\A
1
;
1
7
5
.
1
5
'
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;
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.
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9
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\A1;34.61'
\A
1
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\A1;110.00'
\A1;110.11'
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\A1;160.19'
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\A
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Acreage 6.911 (D)
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\A1;10' BUILD TO LINE\A1;10' BUILD TO LINE
\A
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;
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Carmel Centerpointe
EXECUTIVE DRIVE
C.O.
EXPANSION AREA
13,596 SF FOOTPRINT
203.93'
66
.
6
7
'
NEW SIDEWALK10' BUILD-TO
LINE
NEW CANOPY
NEW ISLAND
13-BMG
TYPICAL EXISTING LANDSCAPE
ISLANDS - WITH SHADE TREES,
DAYLILLY, JUNIPER,
ORNAMENTAL GRASSES
2-CBF
1-ARO
30-HSY
36-BAU
24-BAU
21-HSY
10 BICYCLE RACKS
- PARKING FOR 20
BIKES
8-BMG
45-BAU
1-ARR
1-ARR
EXISTING
RETENTION
POND
2-CBF
8-BAU 20-BAU
3-BAU
18-CFL
TURFGRASS TURFGRASSEXIT DOOREXIT DOOR
DATE:
PR
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TITLE:
JOB NO.
SCALE:
SHEET
October 27, 2014
2014-0525
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LANDSCAPE NOTES
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