HomeMy WebLinkAboutO&M Manual
Stormwater Operation and Maintenance Manual
For
The Steadman Apartment Homes
111th Street and Springmill Road
Carmel, Indiana
Prepared For:
Cityscape Residential
8335 Keystone Crossing #220
Indianapolis, Indiana 46240
Prepared By:
American Structurepoint, Inc.
9025 River Road, Suite 200
Indianapolis, Indiana 46240
(317) 547-5580
Submitted by:
Joshua Rodgers, PE
David Welch, EIT
Submitted: August 1, 2022
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
-Josh Rodgers
TABLE OF CONTENTS
OWNER ACKNOWLEDGMENT AGREEMENT (“AGREEMENT”)
SECTION I
Owner Information
SECTION II
Site Information
SECTION III
STORM STRUCTURE MAINTENANCE
SECTION IV
CONVEYANCE MAINTENANCE (STORM SEWER)
SECTION V
WET DETENTION SYSTEM
SECTION VI
WATER QUALITY UNITS
SECTION VII
NATIVE PLANTINGS MAINTENANCE
SECTION VIII
INSPECTION AND MAINTENANCE SCHEDULE
SECTION IX
UTILITY PLAN AND DETAILS
SECTION X
INSPECTION CHECKLIST FORMS
SECTION XI
WET DETENTION SYSTEM DETAILS
Operation & Maintenance Manual
For
The Bridges Multi-Family
111th Street and Springmill Road
Carmel, Indiana
BMP OWNER NAME
Cityscape Residential
8335 Keystone Crossing #220
Indianapolis, Indiana 46240
Representative: Jim Thomas
Business Phone: 317-574-1600
E-mail: jthomas@cityscaperesidential.com
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: Wet Detention Pond, AquaSwirl XC-10, Hydro International Downstream Defender
__________________________ ________________________
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:
Cityscape Residential
8335 Keystone Crossing #220
Indianapolis, Indiana 46240
Representative: Jim Thomas
Business Phone: 317-574-1600
E-mail: jthomas@cityscaperesidential.com
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 3 Best Management Practice (BMP) for the purpose of sediment removal. These
BMP’s are an Aqua-Swirl XC-10, Hydro International Downstream Defender (4ft), as well as a
Wet Detention Pond. The Wet Detention Pond is located at the southern end of the project and the
Aqua-Swirl XC-10 and Hydro International Downstream Defender are located downstream of the
storm network system prior to the storm sewer outlet.
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
WET DETENTION SYSTEM
The site contains a wet-detention system on the southern end of the property.
Detention facilities are designed to hold and slowly release stormwater by use of a pond and a
specially designed control structure. Pond banks are to be planted with native vegetation per
landscape plan.
For details of wet detention facility shape and plantings, reference Section X of this manual.
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 VI
WATER QUALITY UNITS
The site contains one Hydro International Downstream Defender (4ft) unit, and one AquaSwirl
XC-10 located at the downstream end (wet pond) of the proposed storm sewers.
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
Plan View
SCALE 1:50
Elevation View
SCALE 1:50
Projected View
SCALE 1:80
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
Phone (888) 344-9044 Fax (423) 826-2112
www.aquashieldinc.com
Structure #:
Drawn By:
Scale:
Date:
OFlores
1/30/2020
Rvwed Rvw. Date
U.S. Patent No. 6524473 and other Patent Pending
Aqua-Swirl XCelerator
Aqua-Swirl Stormwater Treatment System
Standard Detail
As Shown
el. Varies
Inlet/Outlet Invert
el. Varies
el. Varies
Grade (Rim) el. Varies
XC-10 CCW STD
XC-10 STD
Aqua-Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
12 in
[305 mm]
Manhole Frame & Cover Detail
For Non-Traffic Areas Only
NTS
48 in
[1219 mm] Min.
Gravel Backfill
Concrete
Wrap Compressible Expansion
Joint Material to a minimum
1/2-inch [13 mm] thickness around
top of riser to allow transfer of
inadvertent loading from
manhole cover to concrete slab.
Riser
Soil
Cover
Frame
1/2 in
[13 mm]
1/2 in
[13 mm]
Place small amount of
concrete [3,000 psi [20
MPa] (min)] to support
and level manhole frame.
DO NOT allow manhole
frame to rest upon riser.
Backfill (90%
Proctor Density)
8 in
[203 mm]
4 1/2 in
[114 mm]
Unless other traffic barriers are present,
bollards shall be placed around access riser(s)
in non-traffic areas to prevent inadvertent
loading by maintenance vehicles.
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
Cover
Frame
48 in
[1219 mm] Min.
Backfill (90%
Proctor Density)
3,000 psi [20 MPa]
(min) Concrete
#4 [13 mm] Rebar
@ 6 in [152 mm]
Each Way
30 in [762 mm]
Riser
1/2 in
[13 mm]
4 1/2 in
[114 mm]
14 in
[356 mm]
1/2 in [13 mm] Thick
Expansion Joint
Material
If traffic loading (HS-25) is required or anticipated, a 4-foot [1.22 m]
diameter, 14-inch [356 mm] thick reinforced concrete pad must be
placed over the Stormwater Treatment System Riser to support and
level the manhole frame, as shown. The top of riser pipe must be
wrapped with compressible expansion joint material to a minimum
1/2-inch [13 mm] thickness to allow transfer of wheel loads from
manhole cover to concrete slab. Manhole cover shall bear on concrete
slab and not on riser pipe. The concrete slab shall have a minimum
strength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm]
reinforcing steel as shown. Minimum cover over reinforcing steel shall
be 1-inch [25 mm]. Top of manhole cover and concrete slab shall be
level with finish grade.
Please see accompanied Aqua-Swirl specification notes. See Site
Plan for actual System orientation. Approximate dry (pick) weight:
8200 lbs [3700 kg].
Backfill shall extend at least 18
inches [457 mm] outward from
Swirl Concentrator and for the
full height of the Swirl
Concentrator (including riser)
extending laterally to
undisturbed soils. (See MH
Detail Below)
Backfill
Bedding
Undisturbed soil
18 in
[457 mm]
6 in
[152 mm]
1
1
As an alternative, 42 in [1067 mm] diameter, HS-20/25
rated precast concrete rings may be substituted. 14 in
[356 mm] thickness must be maintained.
XC-10 inlet/outlet pipe size ranges up to 48 in [1219 mm].
XC-10 chamber height may vary up to 195 in [4953 mm],
depending on inlet/outlet pipe size.
Orientation may vary from a minimum of 90 to a
maximum of 180. Clockwise or counterclockwise
orientation as needed.
2
3
3
2
138 in
[3505 mm]
138 in
[3505 mm]
P48 in
[P1219 mm]
2
Octagonal Base Plate
P126 in
[P3204 mm]
195 in
[4953 mm]
Varies Varies
5
[127 mm]
MH Frame
P30 in
[P762 mm]
Band Coupler
by Manufacturer.
(as needed)Riser
Manhole Frame and
Cover by Manufacturer.
(See Details)
Rim elevations to
match finish grade.
123 in
[3124 mm]Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
4
4
P126 in
[P3200 mm]
Optional inlet
orientations available
(See note 4)
P48 in
[P1219 mm]
180
PARTS LIST
DESCRIPTIONSIZE (mm)SIZE (in)QTYITEM
PRECAST MANHOLE (BY HYDRO
VIA PRECASTER)
12004811
FRAME AND COVER7503012
INLET PIPE (BY OTHERS)300 (MAX)12 (MAX)13
OUTLET PIPE (BY OTHERS)300 (MAX)12 (MAX)14
PIPE COUPLING (BY OTHERS)15
INTERNAL COMPONENTS
(PRE-INSTALLED)
16
1. MANHOLE WALL AND SLAB
THICKNESSES ARE NOT TO
SCALE.
2. CONTACT HYDRO
INTERNATIONAL FOR A
BOTTOM OF STRUCTURE
ELEVATION PRIOR TO
SETTING DOWNSTREAM
DEFENDER MANHOLE.
A A
SECTION A-A
1
6
1
5
5
26
4
STONE BASE
PER PROJECT
SPECIFICATIONS
PIPE COUPLING/
REDUCER
REQUIRED BY
CONTRACTOR
4
3
3
HYDRO FRAME AND
COVER (INCLUDED)
GRADE RINGS BY OTHERS
AS REQUIRED
NOTE: NOT FOR CONSTRUCTION.
CONTACT HYDRO FOR SITE
SPECIFIC DETAIL
RIM: VARIES
6.58 ft [2.007 m]TOS: (MINIMUM)
4.08 ft [1.245 m]OUTLET: (MINIMUM)
3.08 ft [.940 m]INLET:
0 ft [.000 m]SUMP:
2.38 ft [.724 m]SKIRT:
1.24 ft [.379 m]BOTTOM OF INTERNALS:
5.1 ft [1.556 m]LEDGER:
ANY WARRANTY GIVEN BY HYDRO INTERNATIONAL WILL APPLY ONLY TO THOSE ITEMS SUPPLIED BY IT. ACCORDINGLY HYDRO INTERNATIONAL CANNOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURE, PLANT, OR EQUIPMENT, (OR THE PERFORMANCE THERE OF) DESIGNED, BUILT, MANUFACTURED, OR SUPPLIED BY ANY THIRD
PARTY. HYDRO INTERNATIONAL HAVE A POLICY OF CONTINUOUS DEVELOPMENT AND RESERVE THE RIGHT TO AMEND THE SPECIFICATION. HYDRO INTERNATIONAL CANNOT ACCEPT LIABILITY FOR PERFORMANCE OF ITS EQUIPMENT, (OR ANY PART THEREOF), IF THE EQUIPMENT IS SUBJECT TO CONDITIONS OUTSIDE ANY DESIGN
SPECIFICATION. HYDRO INTERNATIONAL OWNS THE COPYRIGHT OF THIS DRAWING, WHICH IS SUPPLIED IN CONFIDENCE. IT MUST NOT BE USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS SUPPLIED AND MUST NOT BE REPRODUCED, IN WHOLE OR IN PART, WITHOUT PRIOR PERMISSION IN WRITING FROM HYDRO
INTERNATIONAL.
DO NOT SCALE DRAWING
STEEL FABRICATION TOLERANCES
UNLESS OTHERWISE SPECIFIED,
DIMENSIONS ARE IN INCHES.
LINEAR
000 - 012in = ±0.04in
012 - 024in = ±0.06in
024 - 048in = ±0.08in
048 - 120in = ±0.12in
120in >>>> = ±0.20in
WEIGHT:
N/A
SHEET SIZE:
B
SHEET:
1 OF 1
DRAWING NO.:
4'GA-DWG
REFERENCE NUMBER:
hydro-int.com
HYDRO INTERNATIONAL
Rev:
-
Title
4ft-DIAMETER
DOWNSTREAM DEFENDER
DRAWN BY:
GW
CHECKED BY:APPROVED BY
DATE:
11/8/2019
SCALE:
NTS
COMMENTS:
PROJECTION
MATERIAL:
ANGULAR
000 - 120in = ±1°
120 - 240in = ±0.5°
240in >>>> = ±0.25°
IF IN DOUBT ASK
OUTLET STUB ID: 12" (300 mm)
OUTLET STUB OD: 12.5" (318 mm)
EQUIPMENT PERFORMANCE
The stormwater treatment unit shall adhere to the hydraulic parameters given in the
chart below and provide the removal efficiencies and storage capacities as follows:
1.The treatment system shall use an induced vortex to separate pollutants
from stormwater runoff.
2.Peak Hydraulic Capacity: 3.0 cfs (85 l/s)
3.Sediment Storage Capacity: 0.70 cu. yd. (0.53 cu. m)
4.Continuous Oil Storage Capacity: 70 gal. (265 liters)
5.Sediment shall be stored in a zone that is isolated from the main flow path and
protected from reintrainment by a benching skirt.
6.For more product information including regulatory acceptances, please visit
https://hydro-int.com/en/products/downstream-defender
SECTION VII
NATIVE PLANTINGS MAINTENANCE
LONG TERM MAINTENANCE OF NATIVE PLANTINGS
Seeded lake edge community, plugs at water line.
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 VIII
INSPECTION AND MAINTENANCE SCHEDULE
Structure/Unit Inspection Maintenance
Storm Structure
Maintenance
Monthly & after rain events Accumulate 6” of sediment
Conveyance Maintenance
(Storm Sewer)
When problems occur Accumulate 6” of sediment
Wet Detention System Every 6 months When trash and litter are
present
Aqua-Swirl Every 6 months Per manufacturers
designated depth
Hydro International
Downstream Defender
Every 6 months Per manufacturers
designated depth
SECTION IX
UTILITY PLAN AND DETAILS
I
L
L
INO
IS
S
TR
E
E
T
W 111th StreetSpring Mill RdSADLER ROW SLADE AVE.Spring Mill RdPITTMAN WAYEXISTING LEGEND
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
PLOT DATE: 7/28/2022 5:25 PMPLOT SCALE: 1:2.5849EDIT DATE: 7/15/2022EDITED BY: DWELCHDRAWING FILE: P:\2021\00998\D. Drawings\Civil\Construction Documents\2021.00998.CE.C400.OUP.dwgProject Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
03/03/2022
2021.00998
THE STEADMAN
APARTMENT HOMES
CARMEL, INDIANA
REVISION SCHEDULE
NO.DESCRIPTION DATE
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.
10 W. Carmel Drive #220 | Carmel, Indiana 46032
TEL 317.574.1600
www.cityscaperesidential.com
ADLS/DP RESUBMITTAL
C400
OVERALL UTILITY
PLAN
UTILITY LEGEND
Not Released for ConstructionThis drawing as an instrument of
services, is and shall remain the
property of SGN+A and shall not
be reproduced, published or used
in any way without permission of
SGN+A, Inc.
Date:
Sheet Number:
Sheet Title:
Revisions:
Date: Description:
L3
SGN+A
Planning • Architecture
Landscape Architecture
A Residential Development by
Cityscape Residential
SGN+A, Inc.
315 West Ponce de Leon Avenue
Suite 755
Decatur, Georgia 30030
Tel: 404.373.7370
Fax: 404.373.7372
www.sgnplusa.com
NORTH Scale: 1"= 20'
0 20 40 80
Not Released for ConstructionThis drawing as an instrument of
services, is and shall remain the
property of SGN+A and shall not
be reproduced, published or used
in any way without permission of
SGN+A, Inc.
Date:
Sheet Number:
Sheet Title:
Revisions:
Date: Description:
L3
SGN+A
Planning • Architecture
Landscape Architecture
A Residential Development by
Cityscape Residential
Carmel, Indiana
SGN+A, Inc.
315 West Ponce de Leon Avenue
Suite 755
Decatur, Georgia 30030
Tel: 404.373.7370
Fax: 404.373.7372
www.sgnplusa.com
11/17/21
Site Landscape Plan
The
Steadman
Apartment
Homes
Permit Plans
Proposed Directory Sign
3 - Existing Sourgum
8 - Existing Sourgum
4 - Existing River Birch
3 - Existing Redbud
1 - Existing Spruce
Property Line
Property Line
1-AE
9-SP
9-CH
100sf-SC
3-EA
8-GM
1-HC
Proposed Entrance Sign
Proposed Entrance Sign
1-AE1-KD
25-GM
1-EA
8-CH
1-HL
1-HC
6-TY
2-EA
8-SP
60sf-SC
4-IB
3-NB
6-IB
1-HC
1-IB
8-GM
7-CH
7-TY
12-GM
10-CH
9-NS
15-CH
31-TY
3-SB
1-TP
2-TP
1-SB
5-SB
15-CH
18-TY
11-CH
7-TP
12-TY
12-BW 16-CH
10-IB
13-WP
8-RIB
15-BW
17-TY
3-RB
12-IB
10-CH
14-BW
17-CH
8-NS
20-IB
1-RB
20-SP
13-TY
2-HL 1-HC
6-TY
1-JTL
5-KFG
1-NB
1-HC
1-NB
19-GM
15-JFG
1-HC
20-GM
5-KFG
6-TY
1-JTL
5-KFG
1-HC
18-JFG 56-SP
5-NB
7-CH
1-RB
21-JFG
9-KFG
12-GM
100sf-SC
50sf-SC
50sf-SC
50-JFG
1-HC
26-GM
6-TY
6-TY
2-HL
50-JFG
1-HC
6-TY
1-HL
2-SB
1-HC
6-TY
50-JFG
2-HL
13-GM
6-TY
1-HC
41-CH38-CH
59-CH
1-EA
1-KD
1-KD
1-HC
1-JTL
14-NB
17-GM
3-CH
5-KFG
37-JFG
17-SP
2O-SP
1-HC
1-SB
16-JFG
5-KFG
1-HC
17-RO
2-HL
5-RO
5-EA
6-GM
4-SP
3-SP
5-GM
5-SP
2-GM
5-GM
3-SP
1-RB
6-TY
18-SP 3-EA
6-CH
6-GM
1-SB
4-KFG
8-KFG
1-NB
57-JFG
5-RB
3-NB
3-NB
6-NB
1-GGA1-SB
2-EA
5-IB
6-SP 1-NB
8-KFG
1-EA
3-CH
3-GM
3-NB
1-JTL
23-JFG
8-KFG
6-AE
6-EA
5-GM
4-SP
3-SP
5-GM
5-SP
2-GM
5-GM
3-SP
1-RB
6-TY
18-SP 3-EA
6-CH
6-GM
1-SB
4-KFG
8-KFG
1-NB
2-KD
3-TY
15-SP
5-NB
16-JFG
1-GGA
9-CH
4-SP
29-SP
24-IB
37-SP
3-NB
3-NB
6-NB
3-GGA1-SB
2-EA
5-IB
6-SP 1-NB
8-KFG
1-EA
3-CH
3-GM
3-NB
1-JTL
23-JFG
8-KFG
6-AE
3-SB
27-IB
15-JFG
3-SB
16-JFG
1-KD
14-TY
15-BW
26-SP
20-IB
21-IB
25-JFG
16-GM
22-GM
19-IB
10-JFG
15-GM
20-SP
20-JFG
3-EA
13-GM
21-JFG
1-AE
1-GGA
8-GM
1-KD
6-KFG
5-BW
12-GM
1-HL
6-JFG
1-EA
8-GM
19-GM 4-EA
8-KFG
11-CH
33-JFG
1-GGA
5-GM
9-BW
9-EA
21-KFG
18-CH
15-SP
1-GGA
4-BW
6-GM
1-RB
18-JFG
4-SP6-KFG
10-KD
3-KFG
3-BW
6-KFG
10-SP
2-EA
9-JFG
2-EA
13-JFG
12-SP
6-KFG
3-KD
8-JFG
2-EA
48-JFG 6-KFG
12-JFG
1-GGA
7-CH
1-HL
32-KFG
2-CH
6-JFG
3-KFG
19-GM
3-NB
17-JFG
2-KD
2-EA
7-TY
1-RB
15-JFG
3-KFG
7-SP
1-CH
3-JFG
21-GM
4-CH
2-NB
7-SP
2-KD
3-KFG
20-JFG
5-JFG
6-TY
21-SP
1-RB
2-EA
9-KFG2-BW
10-KFG
1-RB
16-GM
6-KFG
2-EA
32-JFG
4-BW
9-GM
1-GGA
49-SP
19-JFG
11-KFG
17-SP
1-GGA
42-JFG
2-BW
8-KFG
1-HL
11-SP
1-GGA
7-SP
20-SP
Proposed Directory Sign
3 - Existing Sourgum
8 - Existing Sourgum
4 - Existing River Birch
3 - Existing Redbud
1 - Existing Spruce
Property Line
Property Line
1-AE
9-SP
9-CH
100sf-SC
3-EA
8-GM
1-HC
Proposed Entrance Sign
Proposed Entrance Sign
1-AE1-KD
25-GM
1-EA
8-CH
1-HL
1-HC
6-TY
2-EA
8-SP
60sf-SC
4-IB
3-NB
6-IB
1-HC
1-IB
8-GM
7-CH
7-TY
12-GM
10-CH
9-NS
15-CH
31-TY
3-SB
1-TP
2-TP
1-SB
5-SB
15-CH
18-TY
11-CH
7-TP
12-TY
12-BW 16-CH
10-IB
13-WP
8-RIB
15-BW
17-TY
3-RB
12-IB
10-CH
14-BW
17-CH
8-NS
20-IB
1-RB
20-SP
13-TY
2-HL 1-HC
6-TY
1-JTL
5-KFG
1-NB
1-HC
1-NB
19-GM
15-JFG
1-HC
20-GM
5-KFG
6-TY
1-JTL
5-KFG
1-HC
18-JFG 56-SP
5-NB
7-CH
1-RB
21-JFG
9-KFG
12-GM
100sf-SC
50sf-SC
50sf-SC
50-JFG
1-HC
26-GM
6-TY
6-TY
2-HL
50-JFG
1-HC
6-TY
1-HL
2-SB
1-HC
6-TY
50-JFG
2-HL
13-GM
6-TY
1-HC
41-CH38-CH
59-CH
1-EA
1-KD
1-KD
1-HC
1-JTL
14-NB
17-GM
3-CH
5-KFG
37-JFG
17-SP
20-SP
1-HC
1-SB
16-JFG
5-KFG
1-HC
17-RO
2-HL
5-RO
5-EA
6-GM
4-SP
3-SP
5-GM
5-SP
2-GM
5-GM
3-SP
1-RB
6-TY
18-SP 3-EA
6-CH
6-GM
1-SB
4-KFG
8-KFG
1-NB
57-JFG
5-RB
3-NB
3-NB
6-NB
1-GGA1-SB
2-EA
5-IB
6-SP 1-NB
8-KFG
1-EA
3-CH
3-GM
3-NB
1-JTL
23-JFG
8-KFG
6-AE
6-EA
5-GM
4-SP
3-SP
5-GM
5-SP
2-GM
5-GM
3-SP
1-RB
6-TY
18-SP 3-EA
6-CH
6-GM
1-SB
4-KFG
8-KFG
1-NB
2-KD
3-TY
15-SP
5-NB
16-JFG
1-GGA
9-CH
4-SP
29-SP
24-IB
37-SP
3-NB
3-NB
6-NB
3-GGA1-SB
2-EA
5-IB
6-SP 1-NB
8-KFG
1-EA
3-CH
3-GM
3-NB
1-JTL
23-JFG
8-KFG
6-AE
3-SB
27-IB
15-JFG
3-SB
16-JFG
1-KD
14-TY
15-BW
26-SP
20-IB
21-IB
25-JFG
16-GM
22-GM
19-IB
10-JFG
15-GM
20-SP
20-JFG
3-EA
13-GM
21-JFG
1-AE
1-GGA
8-GM
1-KD
6-KFG
5-BW
12-GM
1-HL
6-JFG
1-EA
8-GM
19-GM 4-EA
8-KFG
11-CH
33-JFG
1-GGA
5-GM
9-BW
9-EA
21-KFG
18-CH
15-SP
1-GGA
4-BW
6-GM
1-RB
18-JFG
4-SP6-KFG
10-KD
3-KFG
3-BW
6-KFG
10-SP
2-EA
9-JFG
2-EA
13-JFG
12-SP
6-KFG
3-KD
8-JFG
2-EA
48-JFG 6-KFG
12-JFG
1-GGA
7-CH
1-HL
32-KFG
2-CH
6-JFG
3-KFG
19-GM
3-NB
17-JFG
2-KD
2-EA
7-TY
1-RB
15-JFG
3-KFG
7-SP
1-CH
3-JFG
21-GM
4-CH
2-NB
7-SP
2-KD
3-KFG
20-JFG
5-JFG
6-TY
21-SP
1-RB
2-EA
9-KFG2-BW
10-KFG
1-RB
16-GM
6-KFG
2-EA
32-JFG
4-BW
9-GM
1-GGA
49-SP
19-JFG
11-KFG
17-SP
1-GGA
42-JFG
2-BW
8-KFG
1-HL
11-SP
1-GGA
7-SP
20-SP
S SC
VT
TH
T
EH
D
D
WV
HY DS
S
S
WV
WV
HY DWV
HY DWV
S SC
VT
TH
T
EH
D
D
WV
HY DS
S
S
WV
WV
HY DWV
HY DWV
S SC
VT
TH
T
EH
D
D
WV
HY DS
S
S
WV
WV
HY DWV
HY DWV
5-BW5-BW
07/28/22 Permit Plans
Not Released for ConstructionThis drawing as an instrument of
services, is and shall remain the
property of SGN+A and shall not
be reproduced, published or used
in any way without permission of
SGN+A, Inc.
Date:
Sheet Number:
Sheet Title:
Revisions:
Date: Description:
L4
SGN+A
Planning • Architecture
Landscape Architecture
A Residential Development by
Cityscape Residential
SGN+A, Inc.
315 West Ponce de Leon Avenue
Suite 755
Decatur, Georgia 30030
Tel: 404.373.7370
Fax: 404.373.7372
www.sgnplusa.com
NORTH Scale: 1"= 20'
0 20 40 80
Not Released for ConstructionThis drawing as an instrument of
services, is and shall remain the
property of SGN+A and shall not
be reproduced, published or used
in any way without permission of
SGN+A, Inc.
Date:
Sheet Number:
Sheet Title:
Revisions:
Date: Description:
L4
SGN+A
Planning • Architecture
Landscape Architecture
A Residential Development by
Cityscape Residential
Carmel, Indiana
SGN+A, Inc.
315 West Ponce de Leon Avenue
Suite 755
Decatur, Georgia 30030
Tel: 404.373.7370
Fax: 404.373.7372
www.sgnplusa.com
11/17/21
Site Landscape Plan
The
Steadman
Apartment
Homes
Permit Plans
Proposed Blade Sign
1 - Existing Maple
2 - Existing Spruce
Property Line
Property Line
Property Line
Native Grass Mix
Native Grass Mix
5-RIB
3-RB
14-BW
17-CH
8-NS
3-RB
5-RB
12-BW
20-IB
18-BW
19-IB
19-IB
1-EA
1-JTL
37-JFG
17-SP
2O-SP
1-HC
1-SB
16-JFG
5-KFG
1-HC
1-HC
12-SP
5-KFG
19-GM
1-HC
4-IB
3-SB
5-NB
1-HC
3-IB
1-KD
41-SP
4-KFG
1-NB
1-HC
3-TP
4-KFG
43-GM
1-HC
3-IB
3-SB
1-JTL
5-NB
3-IB
1-HC
4-JFG
46-SP
1-HC
14-TY
5-BHS
14-CH
2-SB
7-TP
13-CH
20-TY
6-WP
1-SB
1-SB
3-SB
17-TY
23-TY
18-BW
2-SB
2-SB
6-NS
18-CH
14-BW
3-TY
4-NB
1-JTL
15-CH
2-TY
1-RB
29-GM
4-KFG
1-HC
2-HC
27-JFG
11-GM
4-KFG
1-NB
16-TY
5-KFG
1-KD
1-HC
45-SP
1-RB
1-HC
15-CH
1-HC
2-EA
2-CH
13-SP
6-SP
1-EA
7-TY
16-GM
15-BJG
3-BO
5-WP
6-SB
8-NB
3-BO
7-RIB
43-BJG
1-AE
13-SP
329-CH
15-EH
1-AE
1-AE
1-AE
1-AE
1-AE
9-AE
1-RB
4-IB
1-NB
16-SP 20-KFG
1-IB
1-EA
16-IB
7-IB
15-SP
18-KFG
1-NB
6-CH
1-SB
4-IB
4-IB
24-SP
1-SB
3-CH
1-NB
8-KFG
16-KFG
1-NB
3-EA
25-KFG
1-SB
3-NB
12-SP
11-CH
12-GM
1-SB
3-NB
20-SP
4-IB
1-NB
10-KFG
1-RB
7-TY
8-GM
18-KFG
1-NB
8-NB
12-SP 1-HC
9-CH
6-TY
6-GM
3-HL
50-JFG
46-JFG
3-SB
5-CH
5-CH
49-TY
1-HL 1-HL
1-HC
6-TY
1-HC
6-TY
8-GM
1-HL 1-HL
2-HL
48-TY
4-GM
1-HL
5-EA
6-GM
4-SP
3-SP
5-GM
5-SP
2-KD
3-TY
15-SP
5-NB
16-JFG
1-GGA
9-CH
5-SP
54-SP
60-IB
57-JFG
5-RB
3-NB
3-NB
6-NB
Rip-Rap at Emergency SpillwayPond Top of Bank
27-JFG
18-JFG
17-CH
33-JFG
12-JFG
27-GM
21-JFG
25-GM
13-GM
10-IB
14-TY
15-BW
26-SP
20-IB
1-SB
19-JFG
4-TY
7-CH
1-NB
1-KD
11-GM
17-KFG
1-SB
1-AE
13-KFG
1-KD
7-JFG1-AE
15-KFG
1-KD
1-SB
8-JFG
7-GM
9-EA
21-KFG
18-CH
1-GGA
4-BW
6-GM
18-JFG
4-SP6-KFG
10-KD
3-KFG
3-BW
6-KFG
10-SP
2-EA
1-CH
3-JFG
21-GM
4-CH
2-NB
7-SP
20-JFG
2-EA
11-KFG
17-SP
1-GGA
42-JFG
2-BW
8-KFG
1-HL
11-SP
Proposed Blade Sign
1 - Existing Maple
2 - Existing Spruce
Property Line
Property Line
Property Line
Native Grass Mix
Native Grass Mix
5-RIB
3-RB
14-BW
17-CH
8-NS
3-RB
5-RB
12-BW
20-IB
18-BW
19-IB
19-IB
1-EA
1-JTL
37-JFG
17-SP
20-SP
1-HC
1-SB
16-JFG
5-KFG
1-HC
1-HC
12-SP
5-KFG
19-GM
1-HC
4-IB
3-SB
5-NB
1-HC
3-IB
1-KD
41-SP
4-KFG
1-NB
1-HC
3-TP
4-KFG
43-GM
1-HC
3-IB
3-SB
1-JTL
5-NB
3-IB
1-HC
4-JFG
46-SP
1-HC
14-TY
5-BHS
14-CH
2-SB
7-TP
13-CH
20-TY
6-WP
1-SB
1-SB
3-SB
17-TY
23-TY
18-BW
2-SB
2-SB
6-NS
18-CH
14-BW
3-TY
4-NB
1-JTL
15-CH
2-TY
1-RB
29-GM
4-KFG
1-HC
2-HC
27-JFG
11-GM
4-KFG
1-NB
16-TY
5-KFG
1-KD
1-HC
45-SP
1-RB
1-HC
15-CH
1-HC
2-EA
2-CH
13-SP
6-SP
1-EA
7-TY
16-GM
15-BJG
3-BO
5-WP
6-SB
8-NB
3-BO
7-RIB
43-BJG
1-AE
13-SP
329-CH
15-EH
1-AE
1-AE
1-AE
1-AE
1-AE
9-AE
1-RB
4-IB
1-NB
16-SP 20-KFG
1-IB
1-EA
16-IB
7-IB
15-SP
18-KFG
1-NB
6-CH
1-SB
4-IB
4-IB
24-SP
1-SB
3-CH
1-NB
8-KFG
16-KFG
1-NB
3-EA
25-KFG
1-SB
3-NB
12-SP
11-CH
12-GM
1-SB
3-NB
20-SP
4-IB
1-NB
10-KFG
1-RB
7-TY
8-GM
18-KFG
1-NB
8-NB
12-SP 1-HC
9-CH
6-TY
6-GM
3-HL
50-JFG
46-JFG
3-SB
5-CH
5-CH
49-TY
1-HL 1-HL
1-HC
6-TY
1-HC
6-TY
8-GM
1-HL 1-HL
2-HL
48-TY
4-GM
1-HL
5-EA
6-GM
4-SP
3-SP
5-GM
5-SP
2-KD
3-TY
15-SP
5-NB
16-JFG
1-GGA
9-CH
5-SP
54-SP
60-IB
57-JFG
5-RB
3-NB
3-NB
6-NB
Rip-Rap at Emergency SpillwayPond Top of Bank
27-JFG
18-JFG
17-CH
33-JFG
12-JFG
27-GM
21-JFG
25-GM
13-GM
10-IB
14-TY
15-BW
26-SP
20-IB
1-SB
19-JFG
4-TY
7-CH
1-NB
1-KD
11-GM
17-KFG
1-SB
1-AE
13-KFG
1-KD
7-JFG1-AE
15-KFG
1-KD
1-SB
8-JFG
7-GM
9-EA
21-KFG
18-CH
1-GGA
4-BW
6-GM
18-JFG
4-SP6-KFG
10-KD
3-KFG
3-BW
6-KFG
10-SP
2-EA
1-CH
3-JFG
21-GM
4-CH
2-NB
7-SP
20-JFG
2-EA
11-KFG
17-SP
1-GGA
42-JFG
2-BW
8-KFG
1-HL
11-SP
WV
WV
HY DT
S
WV
WV
HY DT
S
WV
WV
HY DT
S
07/28/22 Permit Plans
Not Released for ConstructionThis drawing as an instrument of
services, is and shall remain the
property of SGN+A and shall not
be reproduced, published or used
in any way without permission of
SGN+A, Inc.
Date:
Sheet Number:
Sheet Title:
Revisions:
Date: Description:
L5
SGN+A
Planning • Architecture
Landscape Architecture
A Residential Development by
Cityscape Residential
SGN+A, Inc.
315 West Ponce de Leon Avenue
Suite 755
Decatur, Georgia 30030
Tel: 404.373.7370
Fax: 404.373.7372
www.sgnplusa.com
NORTH Scale: 1"= 20'
0 20 40 80
Not Released for ConstructionThis drawing as an instrument of
services, is and shall remain the
property of SGN+A and shall not
be reproduced, published or used
in any way without permission of
SGN+A, Inc.
Date:
Sheet Number:
Sheet Title:
Revisions:
Date: Description:
L5
SGN+A
Planning • Architecture
Landscape Architecture
A Residential Development by
Cityscape Residential
Carmel, Indiana
SGN+A, Inc.
315 West Ponce de Leon Avenue
Suite 755
Decatur, Georgia 30030
Tel: 404.373.7370
Fax: 404.373.7372
www.sgnplusa.com
11/17/21
Site Landscape Plan
The
Steadman
Apartment
Homes
Permit Plans
Proposed Blade Sign
2 - Existing Spruce
10 - Existing Spruce
1 - Existing Blue Point Juniper
1 - Existing Redbud
1 - Existing Redbud
Property Line
Property Line
Property Line Property Line
Native Grass Mix
Native Grass Mix
Native Grass Mix
Native Grass Mix
4 - Existing Spruce
46-SP
1-HC
5-BHS
14-CH
2-SB
7-TP
13-CH
20-TY
6-WP
1-SB
1-SB
3-SB
17-TY
23-TY
18-BW
2-SB
2-SB
6-NS
18-CH
14-BW
3-TY
4-NB
1-JTL
15-CH
2-TY
1-RB
29-GM
4-KFG
1-HC
2-HC
27-JFG
11-GM
4-KFG
1-NB
16-TY
5-KFG
1-KD
1-HC
45-SP
1-RB
1-HC
15-CH
1-HC
2-EA
2-CH
13-SP
6-SP
1-EA
7-TY
16-GM
15-BJG
3-BO
3-TP
8-TP
5-WP
6-SB
12-CH
8-NB
3-BO
20-BJG
15-BW
18-TY
12-BW
3-WP
28-CH
1-WP
8-WP
7-RIB
6-BO
5-RIB10-NB
23-BJG
15-NB
8-BHS 25-TY 5-RIB
8-RB
8-SB
4-TP
23-CH
17-NS
24-BW
3-TP
9-GGA
8-RIB
3-BO
31-BJG
5-WP
7-RIB
19-NB
3-BO
29-BJG
3-BO
4-RIB
15-NB 8-GGA
3-BO
7-RIB
43-BJG
8-RIB
5-TP
15-BW 10-SB
1-AE
13-SP
329-CH
15-EH
1-AE
1-AE
1-AE
1-AE
1-AE
1-RB
4-IB
1-NB
16-SP 20-KFG
1-IB
1-EA
16-IB
7-IB
15-SP
18-KFG
1-NB
6-CH
1-SB
4-IB
4-IB
24-SP
1-SB
3-CH
1-NB
8-KFG
16-KFG
1-NB
3-EA
25-KFG
1-SB
3-NB
12-SP
11-CH
12-GM
1-SB
3-NB
20-SP
4-IB
1-NB
10-KFG
1-RB
7-TY
8-GM
24-CH
14-WP
Rip-Rap at Emergency SpillwayPond Top of Bank
18-JFG
17-CH
33-JFG
12-JFG25-GM
13-GM
1-SB
19-JFG
4-TY
7-CH
1-NB
1-KD
11-GM
17-KFG
1-SB
1-AE
13-KFG
1-KD
7-JFG1-AE
15-KFG
1-KD
1-SB
8-JFG
7-GM
Proposed Blade Sign
2 - Existing Spruce
10 - Existing Spruce
1 - Existing Blue Point Juniper
1 - Existing Redbud
1 - Existing Redbud
Property Line
Property Line
Property Line Property Line
Native Grass Mix
Native Grass Mix
Native Grass Mix
Native Grass Mix
4 - Existing Spruce
46-SP
1-HC
5-BHS
14-CH
2-SB
7-TP
13-CH
20-TY
6-WP
1-SB
1-SB
3-SB
17-TY
23-TY
18-BW
2-SB
2-SB
6-NS
18-CH
14-BW
3-TY
4-NB
1-JTL
15-CH
2-TY
1-RB
29-GM
4-KFG
1-HC
2-HC
27-JFG
11-GM
4-KFG
1-NB
16-TY
5-KFG
1-KD
1-HC
45-SP
1-RB
1-HC
15-CH
1-HC
2-EA
2-CH
13-SP
6-SP
1-EA
7-TY
16-GM
15-BJG
3-BO
3-TP
8-TP
5-WP
6-SB
12-CH
8-NB
3-BO
20-BJG
15-BW
18-TY
12-BW
3-WP
28-CH
1-WP
8-WP
7-RIB
6-BO
5-RIB10-NB
23-BJG
15-NB
8-BHS 25-TY 5-RIB
8-RB
8-SB
4-TP
23-CH
17-NS
24-BW
3-TP
9-GGA
8-RIB
3-BO
31-BJG
5-WP
7-RIB
19-NB
3-BO
29-BJG
3-BO
4-RIB
15-NB 8-GGA
3-BO
7-RIB
43-BJG
8-RIB
5-TP
15-BW 10-SB
1-AE
13-SP
329-CH
15-EH
1-AE
1-AE
1-AE
1-AE
1-AE
1-RB
4-IB
1-NB
16-SP 20-KFG
1-IB
1-EA
16-IB
7-IB
15-SP
18-KFG
1-NB
6-CH
1-SB
4-IB
4-IB
24-SP
1-SB
3-CH
1-NB
8-KFG
16-KFG
1-NB
3-EA
25-KFG
1-SB
3-NB
12-SP
11-CH
12-GM
1-SB
3-NB
20-SP
4-IB
1-NB
10-KFG
1-RB
7-TY
8-GM
24-CH
14-WP
Rip-Rap at Emergency SpillwayPond Top of Bank
18-JFG
17-CH
33-JFG
12-JFG25-GM
13-GM
1-SB
19-JFG
4-TY
7-CH
1-NB
1-KD
11-GM
17-KFG
1-SB
1-AE
13-KFG
1-KD
7-JFG1-AE
15-KFG
1-KD
1-SB
8-JFG
7-GM
W 111 th Street
WV
HY DW
S
EH
S
D D D
T
TH
T
EE
G
T
TH
E
D
G
G
T
W 111 th Street
WV
HY DW
S
EH
S
D D D
T
TH
T
EE
G
T
TH
E
D
G
G
T
W 111 th Street
WV
HY DW
S
EH
S
D D D
T
TH
T
EE
G
T
TH
E
D
G
G
T
07/28/22 Permit Plans
Not Released for ConstructionThis drawing as an instrument of
services, is and shall remain the
property of SGN+A and shall not
be reproduced, published or used
in any way without permission of
SGN+A, Inc.
Date:
Sheet Number:
Sheet Title:
Revisions:
Date: Description:
L6
SGN+A
Planning • Architecture
Landscape Architecture
A Residential Development by
Cityscape Residential
SGN+A, Inc.
315 West Ponce de Leon Avenue
Suite 755
Decatur, Georgia 30030
Tel: 404.373.7370
Fax: 404.373.7372
www.sgnplusa.com
NORTH Scale: 1"= 20'
0 20 40 80
Not Released for ConstructionThis drawing as an instrument of
services, is and shall remain the
property of SGN+A and shall not
be reproduced, published or used
in any way without permission of
SGN+A, Inc.
Date:
Sheet Number:
Sheet Title:
Revisions:
Date: Description:
L6
SGN+A
Planning • Architecture
Landscape Architecture
A Residential Development by
Cityscape Residential
Carmel, Indiana
SGN+A, Inc.
315 West Ponce de Leon Avenue
Suite 755
Decatur, Georgia 30030
Tel: 404.373.7370
Fax: 404.373.7372
www.sgnplusa.com
11/17/21
Site Landscape Plan
The
Steadman
Apartment
Homes
Permit Plans
Proposed Directory Sign
1 - Existing Blue Point Juniper
1 - Existing Redbud
2 - Existing Spruce
1 - Existing Redbud
Property Line Property Line
Native Grass Mix
Native Grass Mix
Native Grass Mix
Native Grass Mix
4 - Existing Spruce
40sf-SC
6-SP
1-EA
8-WP
7-RIB
6-BO
5-RIB10-NB
23-BJG
15-NB
5-RIB
8-RB
8-SB
4-TP
23-CH
17-NS
24-BW
3-TP
9-GGA
8-RIB
3-BO
31-BJG
5-WP
7-RIB
19-NB
3-BO
29-BJG
3-BO
6-BO
3-WP4-RIB
15-NB 8-GGA
44-BJG
5-WP
24-NB
3-BO
7-RIB
43-BJG
2-EA
8-SP
13-RB
22-CH
8-RIB
10-BHS
5-TP
15-BW 10-SB
17-RO
1-AE
13-SP
329-CH
15-EH
1-AE
1-AE
1-AE
1-AE
1-AE
1-RB
4-IB
1-NB
16-SP 20-KFG
1-IB
1-EA
16-IB
7-IB
15-SP
18-KFG
1-NB
6-CH
1-SB
4-IB
4-IB
24-SP
1-SB
3-CH
1-NB
8-KFG
16-KFG
1-NB
3-EA
25-KFG
1-SB
3-NB
12-SP
11-CH
12-GM
1-SB
3-NB
20-SP
4-IB
1-NB
10-KFG
1-RB
7-TY
8-GM
24-CH
14-WP
Rip-Rap at Emergency SpillwayPond Top of Bank
5-RIB
1-SB
19-JFG
4-TY
7-CH
1-NB
1-KD
11-GM
17-KFG
1-SB
1-AE
13-KFG
1-KD
7-JFG1-AE
15-KFG
1-KD
1-SB
8-JFG
7-GM
Proposed Directory Sign
1 - Existing Blue Point Juniper
1 - Existing Redbud
2 - Existing Spruce
1 - Existing Redbud
Property Line Property Line
Native Grass Mix
Native Grass Mix
Native Grass Mix
Native Grass Mix
4 - Existing Spruce
40sf-SC
6-SP
1-EA
8-WP
7-RIB
6-BO
5-RIB10-NB
23-BJG
15-NB
5-RIB
8-RB
8-SB
4-TP
23-CH
17-NS
24-BW
3-TP
9-GGA
8-RIB
3-BO
31-BJG
5-WP
7-RIB
19-NB
3-BO
29-BJG
3-BO
6-BO
3-WP4-RIB
15-NB 8-GGA
44-BJG
5-WP
24-NB
3-BO
7-RIB
43-BJG
2-EA
8-SP
13-RB
22-CH
8-RIB
10-BHS
5-TP
15-BW 10-SB
17-RO
1-AE
13-SP
329-CH
15-EH
1-AE
1-AE
1-AE
1-AE
1-AE
1-RB
4-IB
1-NB
16-SP 20-KFG
1-IB
1-EA
16-IB
7-IB
15-SP
18-KFG
1-NB
6-CH
1-SB
4-IB
4-IB
24-SP
1-SB
3-CH
1-NB
8-KFG
16-KFG
1-NB
3-EA
25-KFG
1-SB
3-NB
12-SP
11-CH
12-GM
1-SB
3-NB
20-SP
4-IB
1-NB
10-KFG
1-RB
7-TY
8-GM
24-CH
14-WP
Rip-Rap at Emergency SpillwayPond Top of Bank
5-RIB
1-SB
19-JFG
4-TY
7-CH
1-NB
1-KD
11-GM
17-KFG
1-SB
1-AE
13-KFG
1-KD
7-JFG1-AE
15-KFG
1-KD
1-SB
8-JFG
7-GM
W 111 th Street
S
D D D WV
EE
G
T
TH
E
D
G
S
W 111 th Street
S
D D D WV
EE
G
T
TH
E
D
G
S
W 111 th Street
S
D D D WV
EE
G
T
TH
E
D
G
S
07/28/22 Permit Plans
Not Released for ConstructionThis drawing as an instrument of
services, is and shall remain the
property of SGN+A and shall not
be reproduced, published or used
in any way without permission of
SGN+A, Inc.
Date:
Sheet Number:
Sheet Title:
Revisions:
Date: Description:
L7
SGN+A
Planning • Architecture
Landscape Architecture
A Residential Development by
Cityscape Residential
SGN+A, Inc.
315 West Ponce de Leon Avenue
Suite 755
Decatur, Georgia 30030
Tel: 404.373.7370
Fax: 404.373.7372
www.sgnplusa.com
Not Released for ConstructionThis drawing as an instrument of
services, is and shall remain the
property of SGN+A and shall not
be reproduced, published or used
in any way without permission of
SGN+A, Inc.
Date:
Sheet Number:
Sheet Title:
Revisions:
Date: Description:
L7
SGN+A
Planning • Architecture
Landscape Architecture
A Residential Development by
Cityscape Residential
Carmel, Indiana
SGN+A, Inc.
315 West Ponce de Leon Avenue
Suite 755
Decatur, Georgia 30030
Tel: 404.373.7370
Fax: 404.373.7372
www.sgnplusa.com
01/06/22
Planting Details & Plant
List
The
Steadman
Apartment
Homes
Permit Plans
CONIFEROUS TREE
PLANTING DETAIL
1 1/2 - 2 TIMES BALL DIAMETER
LEAVE SOIL UNDER ROOT BALL
UNDISTURBED TO HELP SUPPORT IT
AND REDUCE SETTLING.
Remove all wire baskets,
twine and burlap.
Before tree is in the hole,
remove bottom of basket
cutting horizontally.
After tree is in the hole,
remove rest of basket
cutting vertically.
Backfill using existing soil.
Water thoroughly to
eliminate air pockets.
Add 1-2 inches of
hardwood mulch.
Keep mulch 3 inches
from trunk.
Remove tags and
labels.
Prune only dead or
broken branches or
double leaders.
Stake tree
if necessary.
Remove excess soil
to locate and expose
root flare.
Root flare should be
1-2 inches above
finish grade.
Finish grade.
DECIDUOUS TREE
PLANTING DETAIL
Remove trunk wrap
if necessary.
Remove all wire baskets,
twine and burlap.
Before tree is in the hole,
remove bottom of basket
cutting horizontally.
After tree is in the hole,
remove rest of basket
cutting vertically.
Backfill using existing soil.
Water thoroughly to
eliminate air pockets.
Add 1-2 inches of
hardwood mulch.
Keep mulch 3 inches
from trunk.
Remove tags and
labels.
Prune only dead or
broken branches or
double leaders.
Stake tree
if necessary.
Remove excess soil
to locate and expose
root flare.
Root flare should be
1-2 inches above
finish grade.
Finish grade.
1 1/2 - 2 TIMES BALL DIAMETER
LEAVE SOIL UNDER ROOT BALL
UNDISTURBED TO HELP SUPPORT IT
AND REDUCE SETTLING.
SHRUB
PLANTING DETAIL
1 1/2 - 2 TIMES BALL DIAMETER
LEAVE SOIL UNDER ROOT BALL
UNDISTURBED TO HELP SUPPORT IT
AND REDUCE SETTLING.
Remove any container
or twine and burlap.
Backfill using existing soil.
Water thoroughly to
eliminate air pockets.
Add 1-2 inches of
hardwood mulch.
Keep mulch 3 inches
from trunk.
Remove tags and
labels.
Prune only dead or
broken branches or
double leaders.
Remove excess soil
to locate and expose
root flare.
Root flare should be
1-2 inches above
finish grade.
Finish grade.
QTY.Plan Name Common Name Botanical Name Size Comments
73 SB Serviceberry Amelanchier x grandiflora 'Autumn Brilliance' 2" cal. 10'-12' ht., 3'-4' spr.
31 AE Allee Elm Ulmus parvifolia 'Emer II' 2.5" cal. 12'- 14' ht., 5'-6' spr.
30 BO Bur Oak Quercus macrocarpa 2.5" cal. 12'- 14' ht., 5'-6' spr.
67 EA Emerald Arborvitae Thuja occidentalis 'Emerald' 4'-5' ht. 2'-3' spr.
30 GGA Green Giant Arborvitae Thuja x plicata 'Green Giant' 8' ht. 3'-4' spr.
15 EH European Hormbeam Carpinus betulus 'Fastigata' 2.5" cal. 12'- 14' ht., 5'-6' spr.
22 HL Honeylocust Gleditisia triacanthos inermis 'Skyline' 2.5" cal. 12'-14' ht., 5'-6' spr.
7 JTL Japanese Tree Lilac Syringa reticulata 2" cal. 10'-12' ht., 3'-4' spr.
19 KD Kousa Dogwood Cornus kousa 2" cal. 10'- 12' ht., 3'-4' spr.
41 NS Norway Spruce Picea abies 8' ht. 3'-4' spr.
23 BHS Black Hills Spruce Picea glauca 'Densata' 8' ht. 3'-4' spr.
49 TP Tulip Poplar Liquidambar styraciflua 2.5" cal. 12'- 14' ht., 5'-6' spr.
78 RIB River Birch Betula nigra 'Heritage' 2.5" cal. 12'- 14' ht., 5'-6' spr., multi-stem
22 RO Red Oak Quercus rubra 2.5" cal. 12'- 14' ht., 5'-6' spr.
62 WP White Pine Pinus strobus 8' ht. 3'-4' spr.
51 RB Redbud Cercis canadensis 'Rising Sun' 2" cal. 10'- 12' ht., 3'-4' spr.
QTY.Plan Name Common Name Botanical Name Size Comments
201 NB Summer Wine Ninebark Physocarpus opulifolius 'Seward' 5 gal. 24" ht. x 18" spr.
241 BW Boxwood Buxus microphylla 'Winter Gem' 5 gal. 24" ht. x 18" spr.
940 CH China Girl Holly Ilex meserveae 'China Girl' 5 gal. 24" ht. x 18" spr.
30 HC Hinoki Cypress Chamaecyparis obtusa 8' ht. 3'-4' spr.
608 GM Gold Mop Chamaecyparis pisifera 'Gold Mop' 3 gal. 18" ht. x 12" spr.
346 IB Inkberry Ilex glabra 'Shamrock' 3 gal. 18" ht. x 12" spr.
1016 SP Limemound Spirea Spiraea japonica 'Limemound' 3 gal. 18" ht. x 12" spr.
494 TY Taunton Yew Taxus x media 'Tauntonii' 5 gal. 24" ht. x 18" spr.
QTY.Plan Name Common Name Botanical Name Size Comments
1,086 JFG Japanese Forest Grass Hakenochloa macra 'Aureola' 1 gal. 12" ht.
398 KFG Karl Foerster Grass Calamagrostis acutilflora 'Karl Foerster' 3 gal. 18" ht.
206 BJG Bluejoint Grass Calamagrostis canadensis 3 gal. 18" ht.
52,000 sf NATIVE GRASS Native Grass Mix Early Successional Wetland Mix N/A by Spence Restoration Nursery
400 sf SC Seasonal Color Seasonal Color 4" pots to be determined
67,750 sf SOD Bluegrass Sod Festuca arundinacea 'Kentucky 31' N/A
Groundcover, Vines & Grasses
Shrubs
Trees
PLANT LIST
02/15/22 Site Plan Revision
06/29/22 Landscape CDs
07/28/22 Permit Plans
SECTION X
INSPECTION CHECKLIST FORMS
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. Native Vegetation
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:
ADS 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
ADS Structure (Inspect quarterly and after major storms)
1. Trash/Debris obstructing inflow
Affected Structures:
2. Silt/Sediment accumulation
Affected Pipes:
3. Other (describe)
Sediment Chamber (Cleaned annually at a minimum)
1. Sediment/Debris in sediment chamber
pumped and unit is pressure washed
2. Other (describe)
Additional Comments:
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
Actions to be taken:
Timeframe:
Site Name:Change in ownership since last inspection? Y N
Owner Name:
Owner Address:
Owner Phone Number:
Emergency Phone Number:
Location:
Date:
Time:
Inspector Name:
Floatable Debris and Oil
1. Remove manhole lid to expose liquid surface of Aqua-SwirlTM .
2. Remove floatable debris with basket or net if any is present.
3. If a hydrocarbon spill has occurred, (e.g. more than a sheen of oil or gas is present) the system should be cleaned immediately
(see "Cleaning" Figure 3).
Note: Water in an Aqua-SwirlTM can appear black like oil due to the dark body of the surrounding structure. Oil appears
darker than water in the system and is usually accompanied by debris (e.g. Styrofoam, etc.) with obvious signs of oil stains.
The depth of oil can be measured with an oil/water interface probe, a stadia rod with water phylic paste,
a coliwasa, or by simply collecting a representative sample with a jar attached to a rod.
4. If hydrocarbon absorbant floc or pads are used, these should be inspected to determine whether they are loaded with
hydrocarbons. This will be indicated by a dark colaration of the pad or floc. Pads and/or floc should be removed and
disposed of in accordance with City of Indianapolis and any applicable state and/or federal laws if they contain hydrocarbons.
Sediment Accumulation
Lower a dipstick tube equipped with a ball valve (e.g. Sludge Judge or similar device) into Aqua-SwirlTM through the service access provided.
Measure the depth of the sludge. The sludge should not exceed 6" depth before maintenance. See Figures 1 and 2.
6"
Figure 1 Figure 2
City of Indianapolis, Indiana
Site and Owner Information
Aqua-Swirl TM XCelerator ®
Inspection
Maintenance Items
Operation, Maintenance, and Inspection Manual for BMP Owners
(Note: Attach certifications for local regulatory authority including any applicable fees.)
Aqua-SwirlTM O and M Manual
Page 1
Diversion Structures
If an external diversion structure is present on the site, this should be inspected for the following items.
1. Inspect weir or other structure for structural decay or damage. Weirs are more susceptible to damage than off-set piping and should
be checked to confirm that they are not crumbling or decaying.
2. Inspect diversion structure and by-pass piping for signs of structural damage or blockage from debris or sediment accumulation.
3. Measure elevations on diversion weir or piping to ensure it is consistent with site plan design.
4. Inspect downstream structure in diversion system for signs of blockage or structural failure.
Remove sediments, oils and other
floatable pollutants with a vactor. Dispose of all waste in
accordance with City of Indianapolis and any applicable state,
and/or federal requirements.
Oil should be pumped and removed with any liquids and
sediments that have been trapped in the system.
These liquids should be taken to an industrial waste water
treatment facility for treatment. Liquids and solids pumped from
the AquaSwirlTM should not be dumped back into the
stormwater system or into a sanitary sewer.
Figure 3
Note: The AquaSwirlTM is designed so that entry to the system is not necessary for inspection or maintenance. If, however,
you wish to enter the system, this is an OSHA confined space entry and OSHA confined space entry procedures should be followed
to enter the system.
During Construction
Inspect the AquaSwirlTM every three months (minimum) and clean the system as needed. The AquaSwirlTM should be inspected and
cleaned at the end of construction regardless of whether it has reached its sediment or oil storage capacity.
First Year Post-Construction
Inspect the AquaSwirlTM every six months and clean the system as needed.
Second and Subsequent Years Post-Construction
If the AquaSwirlTM did not reach full sediment or floatable pollutant capacity in the First Year Post-Construction,
the system can be inspected once annually and cleaned as needed or bi-annually at a minimum.
If the AquaSwirlTM reached full sediment or floatable pollutant capacity in less than 12 months in the First Year Post-Construction,
the system should be inspected at least once every six months and cleaned as needed. If site monitoring indicates that trapped sediment
hardens over time, the AquaSwirlTM should be cleaned prior to sediment hardening regardless of whether it has reached its sediment storage capacity.
Bypass Structures
Bypass structures should be inspected whenever the AquaSwirlTM is inspected and maintained as needed.
Cleaning
Inspection (continued)
Maintenance Schedule
Aqua-SwirlTM O and M Manual
Page 2
Company Name:
Street Address:
City, State, Zip:
Contact:
Office Phone:
Mobile Phone:
Pager:
Date of cleaning:(Next inspection should be 3 months from this date for the first year).
Time of cleaning:
Date of next inspection:
Floatable debris present (Y/N)?
Oil present (Y/N)?Oil depth (inches):
Any structural damage? Y N Where?
Any evidence of structural wear? Y N Where?
Odors present? Y N Describe:
Any plugging? Y N Describe:
Activity Log
Structural Conditions and Comments
Maintenance Company Information
Aqua-SwirlTM O and M Manual
Page 3
Additional Comments and/or Actions to Be Taken Time Frame
NOTES:
1. Attach site plan showing Aqua-SwirlTM location.
2. Attach detail drawing showing Aqua-SwirlTM dimensions and model number.
3. If a diversion structure is used, attached details showing basic design and elevations.
NOTES
Aqua-SwirlTM O and M Manual
Page 4
Date Construction Started:
Date Construction Ended:
Activity 1 2 3 4 5 6 7 8 9 10 11 12
Inspect and Clean as Needed X X X X
Inspect Bypass Structures X X X X
(if applicable) and Maintain
As Needed
Clean System*X*
* The AquaSwirlTM should be cleaned once a year regardless of whether it has reached full pollutant storage capacity during the construction
phase of the project.
Activity 1 2 3 4 5 6 7 8 9 10 11 12
Inspect and Clean as Needed X X
Inspect Bypass Structures X X
(if applicable) and Maintain
As Needed
Clean System*X*
* The AquaSwirlTM should be cleaned at the end of the first year post construction if it is at or near its pollutant storage capcacity.
Otherwise, the system can be cleaned at a later date depending on how quickly the sediment starts to harden.
Activity 1 2 3 4 5 6 7 8 9 10 11 12
Inspect and Clean as Needed*X X
Inspect Bypass Structures*X X
(if applicable) and Maintain
As Needed
Clean System*
*If the AquaSwirlTM did not reach full sediment or floatable pollutant capacity in the First Year Post-Construction, the system can be inspected
once annually. If the AquaSwirlTM reached full sediment or floatable pollutant capacity in less than 12 months in the First Year
Post-Construction, the system should be inspected as frequently as past history warrants and cleaned as needed.
Regardless of whether the AquaSwirlTM reaches full sediment or floatable storage capacity, it should be cleaned
frequently enough to prevent captured sediments from hardening. Normally, cleaning once every two to three years should be sufficient to
prevent sediments from hardening.
*The bypass system should be inspected with each AquaSwirlTM inspection and maintained as needed.
Aqua-Swirl TM
TABULAR MAINTENANCE SCHEDULE
Second and Subsequent Years Post-Construction
Month
During Construction
Month
First Year Post-Construction
Month
Aqua-SwirlTM O and M Manual
Page 5
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:
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:
SECTION XI
WET DETENTION SYSTEM DETAILS
TYPICAL POND SECTION