HomeMy WebLinkAboutO&M Manaual
Stormwater Operation and Maintenance Manual
For
Driven Neuro Recovery Center
1300 E 96th Street
Indianapolis, IN 46240
Prepared For:
Conquer Paralysis Now / Driven Neuro Recovery Center
Prepared By:
American Structurepoint, Inc.
9025 River Road, Suite 200
Indianapolis, Indiana 46240
(317) 547-5580
Submitted/Prepared by:
Joshua M. Rodgers, PE
David B. Welch, PE
Submitted: February 20, 2024
I AFFIRM UNDER PENALTY OF
PERJURY THAT I HAVE TAKEN
REASONABLE CARE TO REDACT
EACH SOCIAL SECURITY NUMBER
FROM THIS DOCUMENT UNLESS
OTHERWISE REQUIRED BY LAW
-David Welch
TABLE OF CONTENTS
OWNER ACKNOWLEDGMENT AGREEMENT (“AGREEMENT”)
SECTION I
OWNER INFORMATION
SECTION II
SITE INFORMATION
SECTION III
STORM STRUCTURE MAINTENANCE
SECTION IV
CONVEYENCE MAINTENANCE (STORM SEWER)
SECTION V
AQUA-SWIRL SYSTEMS
SECTION VI
DRY DENTENTION BASIN
SECTION VII
WET DETENTION BASIN
SECTION VII
UNDERGROUND DETENTION SYSTEM
SECTION VIII
NATIVE PLANTINGS MAINTENANCE
SECTION IX
INSPECTION AND MAINTENANCE SCHEDULE
SECTION X
UTILITY PLAN AND DETAILS
SECTION XI
INSPECTION CHECKLIST FORMS
Operation & Maintenance Manual
For
Driven Neuro Recovery Center
1300 E 96th Street
Indianapolis, IN 46240
BMP OWNER NAME
Conquer Paralysis Now/ Driven Neuro Recover Center
701 E. Bridger Ave, Suite 150
Las Vegas, NV 89101
Representative: Chad Towner
Business Phone: 260-797-2393
E-mail: chad@conquerparalysisnow.org
GENERAL INFORMATION
The purpose of water quality Best Management Practices is to filter the first flush of rainwater
before it enters the downstream lakes and streams. Through the use of these Best Management
Practices, the sediment and pollutant load in stormwater runoff is reduced, and in many cases the
quantity of stormwater water runoff generated is also reduced. The use of Best Management
Practices also helps to reduce hydrocarbons, trash and debris from entering waterways.
OWNER RESPONSIBILITY
The BMP Owner shall be responsible for all maintenance and costs associated with the proposed
BMPs. In addition, it is the owner’s responsibility to perform and/or pay for inspections and
maintenance as recommended below.
RIGHT OF ENTRY
City of Carmel representatives have the right to enter the property to inspect and, if required,
maintain the BMPs at any time.
ANNUAL INSPECTION REPORTS
Annual inspection reports shall be submitted to the City of Carmel for each BMP. The first report
is due one year after construction is completed, with subsequent reports due each year within the
same month of the initial report. If there are any deficiencies found during the inspection, these
should be addressed. If the inspection report is not received within the month it is due, if there are
deficiencies which were not included in the report, or if any deficiencies included in the report are
not addressed in a timely manner, the BMP owner faces enforcement action from the City of
Carmel.
Owner Acknowledgement Agreement (“Agreement”)
For good and valuable consideration, the receipt and sufficiency of which are hereby
acknowledged, the undersigned owner (“Owner”) hereby submits this Operation and
Maintenance Manual (“Manual”) to Carmel, Indiana (“City”) as written acknowledgement
of Owner’s warranty and agreement to institute, maintain, and follow the water quality
Best Management Practices (“BMPs”) listed below, and to follow and abide by the
inspection schedule and maintenance activities listed in this Manual. The Owner also
hereby agrees to provide, at Owner’s cost, all additional maintenance, repair and/or
replacement services reasonably necessary to maintain the function and longevity of the
BMPs from and including the date this Agreement is executed by Owner to and including
the date on which a new Agreement is filed with the City by another party who assumes
all of the obligations and responsibilities of Owner as set forth herein.
BMPs: Dry detention pond, Aqua-Swirl XC-9, Native Vegetation, & Wet Detention
Pond
__________________________ ________________________
Owner Signature Date
__________________________ ________________________
Printed Name Company
STATE OF ________________ )
) SS:
COUNTY OF ______________ )
BEFORE ME, the undersigned a Notary Public in and for said County and State,
personally appeared __________________________________, Owner, subscribed and sworn
before this ________ day of ___________________________, __________.
_______________________________
County of Residence
_______________________________
Commission Expiration Date
_______________________________ _______________________________
Signature Printed Name
SECTION I
OWNER INFORMATION
OWNER INFORMATION:
Conquer Paralysis Now/ Driven Neuro Recover Center
701 E. Bridger Ave, Suite 150
Las Vegas, NV 89101
Representative: Chad Towner
Business Phone: 260-797-2393
E-mail: chad@conquerparalysisnow.org
OWNER RESPONSIBILITY:
The Owner is responsible for all maintenance, including cost, associated with inspecting
and maintaining the infrastructure included within this manual.
SECTION II
SITE INFORMATION
The site contains two Best Management Practice (BMP) for the purpose of sediment removal.
These BMP’s are an Aqua-Swirl and a Dry Detention Pond.
The dry detention pond is located at the southwest boundary of the project site. The AquaSwirl
water quality unit is located at the downstream end of the 100 series storm sewer system prior to
discharging stormwater runoff to the dry detention pond. These BMP measures act in sequence as
a treatment train, treating stormwater runoff from redeveloped site.
See the attached site exhibits for BMP and storm sewer locations.
The City of Carmel will require annual inspection reports of the water quality BMPs.
SECTION III
STORM STRUCTURE MAINTENANCE
Storm structures are set at storm sewer pipe connections. Unless you have OSHA approved
training and equipment, never enter a manhole.
Inspection
All inlet castings should be inspected monthly and after each rainfall event. More frequent
inspections should be performed in areas where there is higher potential for trash or litter (e.g.
retail establishments) and during the fall when leaves are present on the ground. Check the frame
and lid for cracks and wear, such as rocking lids or lids moved by traffic.
Storm structures and the surrounding areas should be inspected annually for pollutants such as
leaks from dumpsters, minor spills, and oil dumping. Take action to have the pollutant source
removed.
Cleaning
Clean structures when there is a blockage of a water flow path or when sediment depth reaches 6”.
Cleaning should be performed in a way that ensures removed sediment and water is not discharged
back into the storm sewer.
Safety
Work inside underground structures requires special OSHA-required confined space equipment
and procedures. The most practical option may be to contract with a sewer cleaning contractor.
Materials Handling
Disposal of waste from maintenance of drainage facilities shall be conducted in accordance with
federal, state, and local regulations. Removed sediment must be disposed in the garbage as solid
waste. Water should be disposed of in a sanitary sewer after oils are removed using oil absorbent
materials or other mechanical means. Used oil absorbents should be recycled or disposed
according to the manufacturer's instructions.
Repairs
Repair all security and access features so they are fully functional. This includes locking lids,
covers, and ladder rungs. Replace broken parts or lids that rock or are moved by traffic.
SECTION IV
CONVEYANCE MAINTENANCE (STORM SEWER)
Storm sewer pipes convey stormwater. Pipes are built from many materials and are sometimes
perforated to allow stormwater to infiltrate into the ground. Storm pipes are cleaned to remove
sediment or blockages when problems are identified. Storm pipes must be clear of obstructions
and breaks to prevent localized flooding.
Inspection
Pipes are difficult to inspect requiring special equipment and training. Usually, if a problem occurs
the owner needs to call a sewer or plumbing contractor to inspect, repair or clean pipelines.
Cleaning
Clean pipes when sediment depth is greater than ¼ of pipe diameter, with a maximum sediment
depth of 6”. When cleaning a pipe, minimize sediment and debris discharges from pipes to the
storm sewer. Install downstream debris traps (where applicable) before cleaning and then remove
material. Generally, use mechanical methods to remove root obstructions from inside storm sewer
pipes. Do not put root-dissolving chemicals in storm sewer pipes. If there is a problem, remove
the vegetation over the line.
Safety
Work inside underground structures requires special OSHA-required confined space equipment
and procedures. The most practical option may be to contract with a sewer--cleaning contractor.
Materials Handling
Sediment and debris from pipes should be disposed in the garbage as solid waste. Pick out any
rocks first.
Repairs
Repair or replace pipes when a dent or break closes more than 20 percent of the pipe diameter.
Repair or replace pipes damaged by deterioration.
SECTION V
AQUA-SWIRL SYSTEMS
The site contains one XC-9 Aqua-Swirl stormwater quality unit located at the downstream end of
the storm sewer system prior to the storm sewer out-letting to the dry detention pond located as
the southwest limits of the project site.
Swirl concentrators are designed to remove sediment, debris, and free oil from entering the sewer
system. After construction the swirl concentrator should be inspected every six months and
cleaned as needed or once a year regardless of whether it has reached full pollutant storage
capacity. Disposal of all sediment, in addition to local requirements, must be in accordance with
all federal and state requirements. See the attached O&M Manual for the swirl concentrator for
complete details of inspection and cleaning.
Inspection
Inspect the unit every six months. The inspection should determine sediment depth, accumulation
of trash and litter, and the specific maintenance and repairs needed. Annually check for cracks
large enough to let soil enter the vault, broken or defective plates and baffles, and crushed or
damaged pipes.
Cleaning
Remove trash and litter from the vault, inlet and piping when present. Remove sediment when it
accumulates to the manufacturer’s maximum recommended depth. Cleaning should be performed
in a way that ensures removed sediment and water is not discharged back into the storm sewer.
Safety
Work inside underground structures requires special OSHA-required confined space equipment
and procedures
Materials Handling
Disposal of waste from maintenance of drainage facilities shall be conducted in accordance with
federal, state, and local regulations. Removed sediment must be disposed in the garbage as solid
waste. Water should be disposed of in a sanitary sewer after oils are removed using oil absorbent
materials or other mechanical means. Used oil absorbents should be recycled or disposed
according to the manufacturer's instructions.
Repairs
Repair any cracked or defective plates or baffles. Repair all security and access features so they
are fully functional. This includes locking lids, covers, and ladder rungs. Replace broken parts or
lids that rock or are moved by traffic.
SECTION VI
DRY DETENTION BASIN
The site contains a dry-detention basin on the southwest portion of the site. Detention facilities are
designed to hold and slowly release stormwater by use of a pond and a specially designed control
structure.
Inspection
The dry detention pond should be inspected monthly, at a minimum, and more frequently if
flooding or areas of erosion are identified. The inspection should include the pond outlet
structure, emergency spillway, and concrete swales. Pond embankment should be inspected for
evidence of erosion, cracking, bulging, or sliding. Any areas identified that could cause leaking
or seeps should be corrected immediately. The emergency spillway should be inspected for
obstructions, evidence of erosion, and rip rap failures. The receiving channel or storm sewer
pipe immediately downstream of the detention pond should be inspected for sediment and/or
erosion. All pipe end sections or headwalls entering or exiting the pond should be inspected for
obstructions.
Cleaning
The entire detention pond (including berms and embankments) should be kept free of woody
growth. The dry detention pond area (including berms and embankments) should be mowed
frequently to maintain a grass height of five inches. Any animal burrows identified within the
basin should be repaired immediately. Healthy vegetation should be present with at least 85
percent ground cover. If proper ground cover is not established, sod, seed, and/or erosion control
blanket should be installed for proper establishment.
Any sediment, trash or debris accumulated in the concrete swales should be removed
immediately. Any trash or debris accumulated within the pond or near the outlet structure should
also be removed immediately. Any floatable debris accumulated in this structure should be
removed by means of netting or other safe removal method.
Materials Handling
Disposal of waste from maintenance of detention facilities shall be conducted in accordance with
federal, state, and local regulations. Removed sediment must be disposed in the garbage as solid
waste.
Repairs
Repair and seed bare areas. Repair eroded slopes when rills form, where the cause of damage is
present, or there is the potential for future erosion. If berms or dams show signs of settlement or
sinkholes, serious problems may be occurring. Spillway areas should be completely covered by
established vegetation.
SECTION VII
WET DETENTION SYSTEM
The site contains a wet-detention system on the east end of the site.
Detention facilities are designed to hold and slowly release stormwater by use of a pond and a
specially designed control structure.
Inspection
Inspect the facility for oil and other pollutants and remove any pollutants greater in volume than a
surface sheen. Inspect sediment sump if present. Identify and report pollutant sources to the
facility. Inspect vegetation and perform maintenance activities if necessary. Review construction
plans for any original planting plan.
Cleaning
Remove trash and sediment as necessary.
Materials Handling
Disposal of waste from maintenance of drainage facilities shall be conducted in accordance with
federal, state, and local regulations. Removed sediment must be disposed in the garbage as solid
waste.
Repairs
Repair and seed bare areas. Repair eroded slopes when rills form, where the cause of damage is
present, or there is the potential for future erosion. If berms or dams show signs of settlement or
sinkholes, serious problems may be occurring. Spillway areas should be completely covered by
established vegetation.
SECTION VII
UNDERGROUND DETENTION SYSTEM
A 72” corrugated metal pipe detention field is located beneath the west entrance drive to the site,
as located on Sheet C402. The underground detention field is not considered a BMP for the site.
Inspection
Identify and report pollutant sources to the facility. Inspect the facility for oil and other pollutants
and remove any pollutants greater in volume than a surface sheen.
Cleaning
The JetVac process is a sufficient process to clean the underground detention basin with the high
pressure nozzles and collecting the sediment.
Material Handling
Disposal of waste from maintenance of drainage facilities shall be conducted in accordance with
federal, state, and local regulations.
SECTION IX
NATIVE PLANTINGS MAINTENANCE
LONG TERM MAINTENANCE OF NATIVE PLANTINGS
YEAR ONE:
· Maintain and water fowl fencing that is in place until plugs, if present, have rooted in.
Remove after the second growing season.
· Ensure lawn is established prior to installing native seed and plugs. This will minimize runoff
of fertilizers and erosion.
· Maintain erosion control blanked on any seeded areas until established.
· Remove monthly invasive species, especially Canadian Thistle, Queen Anne’s Lace, and
Sweet Clover
· If weed growth exceeds 10”, mow to a height of 4”. Do not cut any vegetation established at or
below the water line.
· Ensure seeded areas and plugs receive 1” of water per week for the first 8 weeks.
YEAR TWO:
· At the beginning of the growing season (late spring), mow if weed growth exceeds 20 percent
of the plantings. Mow to a height of 4”.
· Remove invasive species, especially Canadian Thistle, Queen Anne’s Lace, and Sweet
Clover FUTURE YEARS
· Monitor for weed growth. If present, remove and seed.
· Mow in early spring to keep woody plant species at bay. Remove clippings to avoid
excess mulch.
DO NOT USE THE FOLLOWING ITEMS IN NATIVE PLANTINGS UNLESS DIRECTED BY
A NATIVE PLANTS EXPERT.
· Fertilizer
· General Herbicide sprays/weed killer
SECTION X
INSPECTION AND MAINTENANCE SCHEDULE
Structure/Unit Inspection Maintenance
Storm Structure
Maintenance
Monthly & after rain events Accumulate 6” of sediment
Conveyance Maintenance
(Storm Sewer)
When operation issues occur Accumulate 6” of sediment
Conveyance Maintenance
(Swales)
When operation issues occur When trash and liter are
present in system
Aqua-Swirl Every 6 months Per manufacturers
designated depth
Dry Detention Basin Monthly Accumulate 2” of sediment
Underground Detention Every 6 months Accumulate 2” of sediment
Native Plantings Monthly Seasonally As Required
SECTION XI
UTILITY PLAN AND DETAILS
Owner: Sam Schmidt Foundation
dba Conquer Paralysis Now
Owner: Five Seasons Sports Country Club
of Indianapolis, LLC
Owner: Parkwood 9, LLC
ADLS DP SUBMITTAL
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
PLOT DATE: 2/19/2024 5:50 PMPLOT SCALE: 1:2.5849EDIT DATE: 2/19/2024EDITED BY: DWELCHDRAWING FILE: P:\2023\01607\D. Drawings\Civil\Construction Documents\2023.01607.CE.C400.UP.dwgProject Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
12/01/2023
2023.01607
Driven Neuro
Recovery Center
1300 East 96th Street,
Indianapolis, IN 46240
REVISION SCHEDULE
NO.DESCRIPTION DATE
ADLS-DP RESUBMITTAL 12/29/23A
ADLS-DP RESUBMITTAL 02/20/24B
APPROVAL PENDING
NOT FOR CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE OF
COMPLETING THE FINAL DESIGN.
EXISTING LEGEND
KEYNOTES
UTILITY LEGEND
C400
OVERALL UTILITY
PLAN
Owner: Sam Schmidt Foundation
dba Conquer Paralysis Now
Owner: Five Seasons Sports Country Club
of Indianapolis, LLC
C501
EROSION CONTROL
PLAN
ADLS DP SUBMITTAL
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
PLOT DATE: 2/19/2024 5:34 PMPLOT SCALE: 1:2.5849EDIT DATE: 2/16/2024EDITED BY: DWELCHDRAWING FILE: P:\2023\01607\D. Drawings\Civil\Construction Documents\2023.01607.CE.C500.ECP.dwgProject Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
12/01/2023
2023.01607
Driven Neuro
Recovery Center
1300 East 96th Street,
Indianapolis, IN 46240
REVISION SCHEDULE
NO.DESCRIPTION DATE
ADLS-DP RESUBMITTAL 12/29/23A
ADLS-DP RESUBMITTAL 02/20/24B
APPROVAL PENDING
NOT FOR CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE OF
COMPLETING THE FINAL DESIGN.
EXISTING LEGEND
EROSION CONTROL LEGEND
C502
EROSION CONTROL
PLAN
ADLS DP SUBMITTAL
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
PLOT DATE: 2/19/2024 5:34 PMPLOT SCALE: 1:2.5849EDIT DATE: 2/16/2024EDITED BY: DWELCHDRAWING FILE: P:\2023\01607\D. Drawings\Civil\Construction Documents\2023.01607.CE.C500.ECP.dwgProject Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
12/01/2023
2023.01607
Driven Neuro
Recovery Center
1300 East 96th Street,
Indianapolis, IN 46240
REVISION SCHEDULE
NO.DESCRIPTION DATE
ADLS-DP RESUBMITTAL 12/29/23A
ADLS-DP RESUBMITTAL 02/20/24B
APPROVAL PENDING
NOT FOR CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE OF
COMPLETING THE FINAL DESIGN.
EXISTING LEGEND
EROSION CONTROL LEGEND
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ADLS DP SUBMITTAL
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
PLOT DATE: 2/19/2024 5:34 PMPLOT SCALE: 1:2.5849EDIT DATE: 2/16/2024EDITED BY: DWELCHDRAWING FILE: P:\2023\01607\D. Drawings\Civil\Construction Documents\2023.01607.CE.C520.ECD.dwgProject Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
12/01/2023
2023.01607
Driven Neuro
Recovery Center
1300 East 96th Street,
Indianapolis, IN 46240
REVISION SCHEDULE
NO.DESCRIPTION DATE
ADLS-DP RESUBMITTAL 12/29/23A
ADLS-DP RESUBMITTAL 02/20/24B
APPROVAL PENDING
NOT FOR CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE OF
COMPLETING THE FINAL DESIGN.
C520
EROSION CONTROL
DETAILS
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ADLS DP SUBMITTAL
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
PLOT DATE: 2/19/2024 5:34 PMPLOT SCALE: 1:2.5849EDIT DATE: 2/16/2024EDITED BY: DWELCHDRAWING FILE: P:\2023\01607\D. Drawings\Civil\Construction Documents\2023.01607.CE.C520.ECD.dwgProject Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
12/01/2023
2023.01607
Driven Neuro
Recovery Center
1300 East 96th Street,
Indianapolis, IN 46240
REVISION SCHEDULE
NO.DESCRIPTION DATE
ADLS-DP RESUBMITTAL 12/29/23A
ADLS-DP RESUBMITTAL 02/20/24B
APPROVAL PENDING
NOT FOR CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE OF
COMPLETING THE FINAL DESIGN.
C521
EROSION CONTROL
DETAILS
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DO NOT MOW
OR SPRAY
BEYOND
THIS POINT
ADLS DP SUBMITTAL
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
PLOT DATE: 2/19/2024 5:34 PMPLOT SCALE: 1:2.5849EDIT DATE: 2/16/2024EDITED BY: DWELCHDRAWING FILE: P:\2023\01607\D. Drawings\Civil\Construction Documents\2023.01607.CE.C520.ECD.dwgProject Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
12/01/2023
2023.01607
Driven Neuro
Recovery Center
1300 East 96th Street,
Indianapolis, IN 46240
REVISION SCHEDULE
NO.DESCRIPTION DATE
ADLS-DP RESUBMITTAL 12/29/23A
ADLS-DP RESUBMITTAL 02/20/24B
APPROVAL PENDING
NOT FOR CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE OF
COMPLETING THE FINAL DESIGN.
C522
EROSION CONTROL
DETAILS
ADLS DP SUBMITTAL
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
PLOT DATE: 2/19/2024 5:35 PMPLOT SCALE: 1:2.5849EDIT DATE: 2/19/2024EDITED BY: DWELCHDRAWING FILE: P:\2023\01607\D. Drawings\Civil\Construction Documents\2023.01607.CE.C600.SD.dwgProject Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
12/01/2023
2023.01607
Driven Neuro
Recovery Center
1300 East 96th Street,
Indianapolis, IN 46240
REVISION SCHEDULE
NO.DESCRIPTION DATE
ADLS-DP RESUBMITTAL 12/29/23A
ADLS-DP RESUBMITTAL 02/20/24B
APPROVAL PENDING
NOT FOR CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE OF
COMPLETING THE FINAL DESIGN.
C604
SITE DETAILS
CODE QTY BOTANICAL / COMMON NAME COND.SIZE SPACING
EVERGREEN TREES
PI 2 Picea abies / Norway Spruce B & B 5` Ht. (min)As Shown
PS2 7 Pinus strobus / White Pine B & B 6` HT As Shown
ORNAMENTAL TREES
AG 8 Amelanchier x grandiflora `Robin Hill` / Robin Hill Apple Serviceberry B & B 1.5" Cal.As shown
CA2 15 Cercis canadensis 'Ace of Hearts' / Ace of Hearts Eastern Redbud B & B 1.5" Cal.As Shown
SHADE TREES
AS 6 Acer saccharum / Sugar Maple B & B 2.5" Cal.As Shown
BR 17 Betula nigra / River Birch B & B 2.5" Cal.As Shown
CC 7 Celtis occidentalis `Chicagoland` / Chicagoland Hackberry B & B 2.5" Cal.As shown
GB 19 Ginkgo biloba 'Autumn Gold' TM / Autumn Gold Maidenhair Tree B & B 2.5" Cal.As Shown
LF 8 Liriodendron tulipifera 'Fastigiata' / Columnar Tulip Poplar B & B 2.5" Cal.As Shown
PX 8 Platanus x acerifolia 'Morton Circle' TM / Exclamation! London Plane Tree B & B 2.5" Cal.As Shown
QB 14 Quercus bicolor / Swamp White Oak B & B 2.5" Cal.As Shown
QR 8 Quercus rubra / Red Oak B & B 2.5" Cal.As shown
SHRUBS
AP 6 Aesculus parviflora / Bottlebrush Buckeye CONT.5 Gal. 24" Ht.8` O.C.
AA 27 Aronia arbutifolia `Brilliantissima` / Brilliant Red Chokeberry/Red Chokeberry CONT.3 Gal. 24" Ht.6` O.C.
IH 67 Itea virginica `Little Henry` / Little Henry Sweetspire CONT.3 Gal. 24" Ht.3` O.C.
PS 18 Physocarpus opulifolius `Seward` TM / Summer Wine Ninebark CONT.5 Gal. 24" Ht.6` O.C.
PF 27 Potentilla fruticosa / Bush Cinquefoil CONT.3 Gal. 24" Ht.4` O.C.
RA 27 Rhus aromatica / Fragrant Sumac CONT.3 Gal. 24" Ht.3` O.C.
VD 5 Viburnum dentatum `Blue Muffin` / Blue Muffin Arrowwood Viburnum CONT.3 Gal. 24" Ht.4` O.C.
EVERGREEN SHRUBS
IG 17 Ilex glabra / Inkberry Holly CONT.3 Gal. 24" Ht.5` O.C.
JF 27 Juniperus chinensis 'Sea Green' / Sea Green Juniper CONT.3 Gal. 24" Ht.6` O.C.
PERENNIALS / GRASSES
NW 6 Nepeta x 'Walker's Low' / Walker's Low Catmint CONT.1 Gal.2` O.C.
OVERALL PLANT SCHEDULE
ADLS DP SUBMITTAL
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
PLOT DATE: 2/19/2024 5:35 PMPLOT SCALE: 1:2.5849EDIT DATE: 2/19/2024EDITED BY: DWELCHDRAWING FILE: P:\2023\01607\D. Drawings\Civil\Construction Documents\2023.01607.CE.C600.SD.dwgProject Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
12/01/2023
2023.01607
Driven Neuro
Recovery Center
1300 East 96th Street,
Indianapolis, IN 46240
REVISION SCHEDULE
NO.DESCRIPTION DATE
ADLS-DP RESUBMITTAL 12/29/23A
ADLS-DP RESUBMITTAL 02/20/24B
APPROVAL PENDING
NOT FOR CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE OF
COMPLETING THE FINAL DESIGN.
C605
SITE DETAILS
ADLS DP SUBMITTAL
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
PLOT DATE: 2/19/2024 5:35 PMPLOT SCALE: 1:2.5849EDIT DATE: 2/19/2024EDITED BY: DWELCHDRAWING FILE: P:\2023\01607\D. Drawings\Civil\Construction Documents\2023.01607.CE.C600.SD.dwgProject Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
12/01/2023
2023.01607
Driven Neuro
Recovery Center
1300 East 96th Street,
Indianapolis, IN 46240
REVISION SCHEDULE
NO.DESCRIPTION DATE
ADLS-DP RESUBMITTAL 12/29/23A
ADLS-DP RESUBMITTAL 02/20/24B
APPROVAL PENDING
NOT FOR CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE OF
COMPLETING THE FINAL DESIGN.
C606
CONTECH DETAILS
CODE QTY BOTANICAL / COMMON NAME COND.SIZE SPACING
EVERGREEN TREES
PI 2 Picea abies / Norway Spruce B & B 5` Ht. (min)As Shown
PS2 7 Pinus strobus / White Pine B & B 6` HT As Shown
ORNAMENTAL TREES
AG 8 Amelanchier x grandiflora `Robin Hill` / Robin Hill Apple Serviceberry B & B 1.5" Cal.As shown
CA2 15 Cercis canadensis 'Ace of Hearts' / Ace of Hearts Eastern Redbud B & B 1.5" Cal.As Shown
SHADE TREES
AS 6 Acer saccharum / Sugar Maple B & B 2.5" Cal.As Shown
BR 17 Betula nigra / River Birch B & B 2.5" Cal.As Shown
CC 7 Celtis occidentalis `Chicagoland` / Chicagoland Hackberry B & B 2.5" Cal.As shown
GB 19 Ginkgo biloba 'Autumn Gold' TM / Autumn Gold Maidenhair Tree B & B 2.5" Cal.As Shown
LF 8 Liriodendron tulipifera 'Fastigiata' / Columnar Tulip Poplar B & B 2.5" Cal.As Shown
PX 8 Platanus x acerifolia 'Morton Circle' TM / Exclamation! London Plane Tree B & B 2.5" Cal.As Shown
QB 14 Quercus bicolor / Swamp White Oak B & B 2.5" Cal.As Shown
QR 8 Quercus rubra / Red Oak B & B 2.5" Cal.As shown
SHRUBS
AP 6 Aesculus parviflora / Bottlebrush Buckeye CONT.5 Gal. 24" Ht.8` O.C.
AA 27 Aronia arbutifolia `Brilliantissima` / Brilliant Red Chokeberry/Red Chokeberry CONT.3 Gal. 24" Ht.6` O.C.
IH 67 Itea virginica `Little Henry` / Little Henry Sweetspire CONT.3 Gal. 24" Ht.3` O.C.
PS 18 Physocarpus opulifolius `Seward` TM / Summer Wine Ninebark CONT.5 Gal. 24" Ht.6` O.C.
PF 27 Potentilla fruticosa / Bush Cinquefoil CONT.3 Gal. 24" Ht.4` O.C.
RA 27 Rhus aromatica / Fragrant Sumac CONT.3 Gal. 24" Ht.3` O.C.
VD 5 Viburnum dentatum `Blue Muffin` / Blue Muffin Arrowwood Viburnum CONT.3 Gal. 24" Ht.4` O.C.
EVERGREEN SHRUBS
IG 17 Ilex glabra / Inkberry Holly CONT.3 Gal. 24" Ht.5` O.C.
JF 27 Juniperus chinensis 'Sea Green' / Sea Green Juniper CONT.3 Gal. 24" Ht.6` O.C.
PERENNIALS / GRASSES
NW 6 Nepeta x 'Walker's Low' / Walker's Low Catmint CONT.1 Gal.2` O.C.
OVERALL PLANT SCHEDULE
ADLS DP SUBMITTAL
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
PLOT DATE: 2/19/2024 5:35 PMPLOT SCALE: 1:2.5849EDIT DATE: 2/16/2024EDITED BY: PCOLVINDRAWING FILE: P:\2023\01607\D. Drawings\Civil\Construction Documents\2023.01607.LA.L100.LP.dwgProject Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
12/01/2023
2023.01607
Driven Neuro
Recovery Center
1300 East 96th Street,
Indianapolis, IN 46240
REVISION SCHEDULE
NO.DESCRIPTION DATE
ADLS-DP RESUBMITTAL 12/29/23A
ADLS-DP RESUBMITTAL 02/20/24B
APPROVAL PENDING
NOT FOR CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE OF
COMPLETING THE FINAL DESIGN.
L100
OVERALL
LANDSCAPE PLAN
REFERENCE NOTES
SECTION XII
INSPECTION CHECKLIST FORMS
Storm Sewer Structure Operation, Maintenance, and Management Inspection Checklist for BMP Owners
Project: _________________________________Owner Change since last inspection? Y N
Owner Name, Address, Phone: ___________________________________________________________
Number: _____________________________________________________________________________
Location: _____________________________________________________________________________
Site Status _________________________________
Date: ________________________
Time: ________________________
Inspector: ____________________________________________________________________________
Maintenance Item Satisfactory/
Unsatisfactory
Comments
Storm Casting and Grate (Inspect monthly and after major storms)
1. Trash/Debris obstructing inflow
Affected Structures:
2. Silt/Sediment accumulation
Affected Pipes:
3. Other (describe)
Structure Sump (Inspect annually and after major storms)
1. Sediment/Debris in sump
Affected Structures:
2. Other (describe)
Headwall Structures (Inspect annually and after major storms)
1. Vegetation around headwall
2. Erosion around headwall
3. Animal burrows
4. Headwall clear of obstructions
5. Sediment Accumulation
Affected Structures:
6. Other (describe)
Additional Comments:
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
Actions to be taken:
Timeframe:
Storm Sewer Pipes Operation, Maintenance, and Management Inspection Checklist for BMP Owners
Project: _________________________________Owner Change since last inspection? Y N
Owner Name, Address, Phone: ___________________________________________________________
Number: _____________________________________________________________________________
Location: _____________________________________________________________________________
Site Status _________________________________
Date: ________________________
Time: ________________________
Inspector: ____________________________________________________________________________
Maintenance Item Satisfactory/
Unsatisfactory
Comments
Storm sewer pipes (Inspect annually and after major storms)
1. Trash/Debris obstructing inflow
Affected Pipes:
2. Silt/Sediment accumulation
Affected Pipes:
3. Other (describe)
Additional Comments:
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
Actions to be taken:
Timeframe:
Aqua-Swirl Water Quality Structure Operation, Maintenance, and Management Inspection Checklist for
BMP Owners
Project: _________________________________Owner Change since last inspection? Y N
Owner Name, Address, Phone: ___________________________________________________________
Number: _____________________________________________________________________________
Location: _____________________________________________________________________________
Site Status: _________________________________
Date: ________________________
Time: ________________________
Inspector: ____________________________________________________________________________
Maintenance Item Satisfactory/
Unsatisfactory
Comments
Aqua-Swirl Concentrator (Inspect quarterly and after major storms)
1. Condition of Structure
2. Trash/Debris obstructing inflow
Affected Structures:
3. Silt/Sediment accumulation
Affected Pipes:
4. Other (describe)
Filtration Chamber (Cleaned annually at a minimum)
1. Condition of Chamber and Filter Trays
2. Color of Filter Media
3. Sediment/Debris in sediment chamber
pumped and unit is pressure washed
4. Other (describe)
Additional Comments:
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
Actions to be taken:
Timeframe:
Dry Detention Basin Operation, Maintenance, and Management Inspection Checklist for BMP Owners
Project: _________________________________Owner Change since last inspection? Y N
Owner Name, Address, Phone: ___________________________________________________________
Number: _____________________________________________________________________________
Location: _____________________________________________________________________________
Site Status _________________________________
Date: ________________________
Time: ________________________
Inspector: ____________________________________________________________________________
Maintenance Item Satisfactory/
Unsatisfactory
Comments
Embankment and Emergency Spillway (Inspect annually and after major storms)
1. Vegetation
2. Erosion on embankment
3. Animal burrows
4. Cracking, bulging or sliding of dam
A. Location
B. Describe
5. Drains clear and functioning
6. Leaks or seeps on embankment
A. Location
B. Describe
7. Slope protection failure
8. Emergency spillway clear of obstructions
9. Other (describe)
Inflow Points (Inspect every 6 months)
1. Trash/Debris/Sediment obstructing inflow
Affected Pipes:
2. Structure Condition
3. Pipe Condition
4. Other (describe)
Dry Detention Basin
1. Debris/Sediment accumulation
2. Undesirable vegetative growth
3. Visible Pollution
4. Proper drainage
5. Other (describe)
Outlet Device
1. Debris/Sediment obstructing outflow
2. Structure condition
3. Pipe Condition
4. Orifice Plate/outlet pipe blockage
5. Other (describe)
Additional Comments:
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
Actions to be taken:
Timeframe:
Wet Detention System Operation, Maintenance, and Management Inspection Checklist for BMP Owners
Project: _________________________________Owner Change since last inspection? Y N
Owner Name, Address, Phone: ___________________________________________________________
Number: _____________________________________________________________________________
Location: _____________________________________________________________________________
Site Status _________________________________
Date: ________________________
Time: ________________________
Inspector: ____________________________________________________________________________
Maintenance Item Satisfactory/
Unsatisfactory
Comments
Inflow Points (Inspect every 6 months)
1. Trash/Debris/Sediment obstructing inflow
Affected Pipes:
2. Spillway Condition
3. Other (describe)
Wet Detention System
1. Debris Accumulation
2. Access condition
3. Side Slope Condition
4. Orifice Condition
5. Oil accumulation
6. Proper drainage
7. Other (describe)
Outlet Device
1. Debris/Sediment obstructing outflow
2. Structure condition
3. Pipe Condition
4. Orifice Plate/outlet pipe blockage
5. Other (describe)
Additional Comments:
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
Actions to be taken:
Timeframe:
Underground Detention Operation, Maintenance, and Management Inspection Checklist for BMP Owners
Project: _________________________________Owner Change since last inspection? Y N
Owner Name, Address, Phone: ___________________________________________________________
Number: _____________________________________________________________________________
Location: _____________________________________________________________________________
Site Status _________________________________
Date: ________________________
Time: ________________________
Inspector: ____________________________________________________________________________
Maintenance Item Satisfactory/
Unsatisfactory
Comments
Inflow Points (Inspect every 6 months)
1. Trash/Debris/Sediment obstructing inflow
Affected Pipes:
2. Structure Condition
3. Pipe Condition
4. Other (describe)
Underground Chambers
1. Debris/Sediment accumulation
2. Access condition
3. Chambers structural condition
4. Weir condition
5. Leaking chambers
6. Oil accumulation
7. Proper drainage
8. Other (describe)
Outlet Device
1. Debris/Sediment obstructing outflow
2. Structure condition
3. Pipe Condition
4. Orifice Plate/outlet pipe blockage
5. Other (describe)
Additional Comments:
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
Actions to be taken:
Timeframe:
Long Term Maintenance and Management Inspection Checklist Native Plantings
Project: Owner Change since last inspection? Y N
Owner Name, Address, Phone:
Number:
Location:
Site Status:
Date:
Time:
Inspector:
Maintenance Item Completed
(Y/N)
Year One
1. Maintain waterfowl fencing that is in place. (Remove after the second growing season)
Have plants rooted in?
Has the waterfowl fencing been removed?
2. Maintain erosion control blanket on any seeded areas until lawn is established.
Is the erosion control blanket fully secured and covering all seeded areas?
3. Ensure lawn is established prior to installing native seeds and plugs.
Noticeable signs of erosion, bare spots, etc.
4. Maintain adequate watering for native seeds and plugs.
Ensure seeded areas and plugs receive one (1) inch of water per week for the
first eight (8) weeks. Water additional areas as needed until adequate growth
is achieved.
5. Remove invasive plant species. (Monthly)
I.E. Canadian thistle, Queen Anne’s Lace, Sweet Clover, Oriental Pear, Autumn
Olive, etc.
6. Maintain growth of weeds below ten (10) inches.
If weed growth exceeds ten (10) inches, mow to a height of four (4) inches.
Note: Do not cut any established vegetation at or below the water line.
Year Two
1. Maintain growth of weeds below twenty (20) percent of vegetation.
At the beginning of the growing season (late spring), mow vegetation if weed
growth exceeds twenty (20) percent of the plantings. Mow to a height of four
(4) inches. Do not cut established vegetation at or below the water line.
2. Remove invasive plant species. (Monthly)
I.E. Canadian thistle, Queen Anne’s Lace, Sweet Clover, Oriental Pear, Autumn
Olive, etc.
Clover Maintenance (Future Years)
1. Monitor for weed growth.
If present, remove and seed.
2. Maintain growth of clover.
Mow in early spring to keep woody plant species from establishing. Remove
clippings to avoid excess mulched plant material.
ATTENTION: Do not use the following items in Native Plantings unless directed by a native plants
expert:
· Fertilizer
· General Herbicide Sprays/Weed Killer
Additional Comments:
_
Actions to be taken: Timeframe: