20190765 Ver 1_00_Archdale_PCN_Complete_20190607

Preliminary ORM Data Entry Fields for New Actions
ACTION ID #: SAW- Begin Date (Date Received):
Prepare file folder Assign Action ID Number in ORM
1. Project Name [PCN Form A2a]:
2. Work Type: Private Institutional Government Commercial
3. Project Description / Purpose [PCN Form B3d and B3e]:
4. Property Owner / Applicant [PCN Form A3 or A4]:
5. Agent / Consultant [PNC Form A5 – or ORM Consultant ID Number]:
6. Related Action ID Number(s) [PCN Form B5b]:
7. Project Location – Coordinates, Street Address, and/or Location Description [PCN Form B1b]:
8. Project Location – Tax Parcel ID [PCN Form B1a]:
9. Project Location – County [PCN Form A2b]:
10. Project Location – Nearest Municipality or Town [PCN Form A2c]:
11. Project Information – Nearest Waterbody [PCN Form B2a]:
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]:
Authorization: Section 10 Section 404 Section 10 and 404
Regulatory Action Type:
Pre-Application Request
Unauthorized Activity
Compliance
Standard Permit
Nationwide Permit #29
Regional General Permit #
Jurisdictional Determination Request No Permit Required
Revised 20150602
2019-00260
Archdale Site
✔
Elmington Capital Group proposes to develop the subject property into a multi-family development. (Figure 1)
Elmington Capital Group
Addie Lasitter, WPIT (Kimley-Horn)
The subject property is located at 330 Archdale Road, situated between Archdale Road, High Meadow Lane, and Farmhurst Drive in
the City of Charlotte, Mecklenburg County (Figure 1). Project Coordinates (Decimal Degrees): 35.147737 N, -80.892843 W.
16927102
Mecklenburg
Charlotte
Kings Branch
Lower Catwaba (HUC 03050103)
✔
✔

kimley-horn.com 200 South Tryon Street, Suite 200, Charlotte, NC 28202 704-333-5131

June 7, 2019

Mr. David Shaeffer
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006

Ms. Karen Higgins
NC DWR, 401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604

Re: Pre-Construction Notification (NWP 29)
Elmington Capital Group – Archdale Site
Charlotte, Mecklenburg County, NC
SAW-2019-00260

Dear Mr. Shaeffer and Ms. Higgins:

On behalf of our client, Elmington Capital Group, Kimley-Horn (KH) is submitting the enclosed
Section 404/401 Pre-Construction Notification for the above referenced project for your review
pursuant to Nationwide Permit 29 and General 401 Water Quality Certification number 4139. The
subject property is located at 300 Archdale Drive, which is situated between Archdale Drive, High
Meadow Lane, and Farmhurst Drive in Charlotte, Mecklenburg County, NC. A Preliminary
Jurisdictional Determination (PJD) request package was submitted on February 5, 2019, followed by
a field verification visit on March 22, 2019. The 404/401 (NWP 29) application presents site
conditions evaluated by Kimley-Horn staff (Chris Tinklenberg, PWS) on January 31, 2019 as outlined
in the PJD request. The PJD request package including applicable data forms, additional figures and
photos is available upon your request. One potential non-wetland waters of the US (Stream 1) was
identified. The center of the project area is located at 35.147737 °N, -80.892843°W. The following
information is included as part of this application submittal:

 Project Summary Sheet
 Pre-Construction Notification Form
 Project Site Figures
 Figure 1 – Vicinity
 Figure 2 – USGS 7.5’ Topo (Charlotte West Quadrangle)
 Figure 3 – Meck. Co. SSURGO Soils (2019 Meck. Co. Aerial)
 Figure 4 – PJD Field Sketch (2019 Meck. Co. Aerial)
 Figure 5 – Proposed Conditions (2019 Union. Co. Aerial)
 Agent Authorization Letter
 Permit Drawings – Archdale Site
 Field Data Forms
 NCDWR Stream Identification Form
 NCSAM Field Assessment Form
 Agency Correspondence

Page 2
kimley-horn.com 200 South Tryon Street, Suite 200, Charlotte, NC 28202 704-333-5131

PROJECT DESCRIPTION
The proposed project consists of the construction of a new multi-family development, including
associated parking, pedestrian connections, and landscaping. The site is primarily undeveloped open
areas with undeveloped forested areas throughout the site. Existing land use in the vicinity of the project
includes commercial development and residential/maintained properties.

Development of the approximately 11-acre residentially zoned parcel will include separate multi-story
buildings consisting of individual units, a leasing/amenity center, pool area/courtyard, and associated
parking lots. Access into the site includes two private drives; one off Archdale Road to the north of the
site and the second off Farmhurst Drive to the south.

PROPOSED IMPACTS TO POTENTIALLY JUSRISDICTIONAL WATERS
To facilitate the proposed on-site access road improvements and associated shoulders, the existing
piped stream crossing at Stream 1 must be replaced and extended. The existing 61 linear feet of 42-
inch RCP at Stream 1 will be replaced and extended to 67 linear feet of 54-inch RCP, resulting in 6
linear feet of permanent impacts to potential non-wetland waters of the US.

The purpose of the proposed impacts are to provide residential access to Farmhurst Drive, in order to
enhance traffic flow, traffic safety, and decrease congestion.

The culvert replacement and extension has been designed and will be installed in such a manner that
the original stream profiles will not be altered. The culvert will be installed below the elevation of the
stream bed by 20% of the culvert diameter to allow low flow passage of water and aquatic life.

The culvert extension has been reduced to the maximum extent practicable, by implementing taller
headwalls and maximizing side slopes in order to minimize stream impacts, resulting in 6 linear feet
of permanent impacts to potential non-wetland waters of the US; an additional 15 linear feet of
temporary impacts to potential non-wetland waters of the US is necessary in order to install
impervious dikes and a pumped diversion to allow for work in dry conditions. Due to the small diameter
culvert replacements, the culverts will be buried no less than 20% of the culvert diameter in order to
allow for aquatic passage of biotic resources.

COMPENSATORY MITIGATION
Compensatory mitigation will be met by the purchase of credits through the NC Division of Mitigation
Services (NCDMS) in-lieu fee program. 6 lf of stream impacts will be mitigated through the purchase
of stream mitigation credits. Based on an NCSAM assessment of intermittent Stream 1, mitigation is
proposed at a 1.5:1 ratio. Since the project is located within the Lower Catawba watershed (HUC
03050103), credits will be purchased at a 3:1 ratio.

Page 3
kimley-horn.com 200 South Tryon Street, Suite 200, Charlotte, NC 28202 704-333-5131

Please feel free to contact me at [phone] if you have any questions or if additional information
is necessary.

Sincerely,

KIMLEY-HORN AND ASSOCIATES, INC.

Addie Lasitter, WPIT
Environmental Analyst

Attachments

Cc: Alan Johnson
Division of Water Resources
610 East Center Ave., Suite 301
Mooresville, NC 28115
Project Summary Sheet
kimley-horn.com 200 South Tryon Street, Suite 200, Charlotte, NC 28202 704-333-5131

Project Name: Archdale Site
Applicant Name and Address: Elmington Capital Group (POC: Joe Horowitz)
118 16th Ave South, Suite 200
Nashville, TN 37203
Telephone Number: 615.490.6709
Type of Request: Nationwide PCN (NWP # 29) Individual Permit Application

Jurisdictional Determination Other:
Included Attachments: Project Plans USGS Map NRCS Soil Survey
Agent Authorization Delineation Sketch Delineation Survey
Data Forms (Up & Wet) NCDWR Stream Forms USACE Stream Forms
NCDMS Confirmation Aerial Photo Site Photos
Agency Correspondence Other: NCSAM Forms Other: NCWAM Forms
Check if applicable: CAMA County Trout County Isolated Waters
Section 7, ESA Section 106, NHPA EFH
Mitigation Proposed ( NC EEP On-Site Off-Site Other)
County: Mecklenburg Nearest City/Town: Charlotte
Waterway: Kings Branch River Basin: Lower Catawba
H.U.C.: 03050103 USGS Quad Name: Charlotte West
Property Size (acres): 11.24 acres Approx. Size of Jurisdiction on Site (acres): 0.67 ac
Site Coordinates (in decimal degrees): 35.147737 °N -80.892843 °W
Project Location: The site consists of an approximate 11-acre residential tract located at 300 Archdale Drive, which is
situated between Archdale Drive, High Meadow Lane, and Farmhurst Drive in Charlotte, Mecklenburg County, NC.

Site Description: The site is primarily undeveloped open areas, with some undeveloped forested areas throughout.
Existing land use in the vicinity of the project includes commercial development and residential / maintained properties.

Impact Summary (if applicable): The proposed project will result in permanent impacts to 6 linear feet of intermittent
stream from the replacement and extension of a culverted stream crossing. 15 linear feet of temporary stream impacts are
necessary to perform work in dry conditions.

NWP
#
Open Water
(acres)
Wetland
(acres)
Stream Channel
Intermittent and/or Unimportant
Aquatic Function
Perennial and/or Important
Aquatic Function
Temp. Perm. Temp. Perm. Temp. Perm. Temp. Perm.
lf ac lf ac lf ac lf Ac
29 15 0.001 6 0.0005
Total 15 0.001 6 0.0005
Total Permanent (Loss) Impact to Waters of the U.S. 6 lf (0.0005 ac)

Kimley-Horn Contact: Addie Lasitter, WPIT Direct Number: [phone]
Email: [e-mail]
AGENT AUTHORIZATION FORM
6 -/a,, .0, &' e." "A - /
Address:—//*' (Ile
Phone: Ps' `AV 7 f0 — i 7474?
Project Name/Description: Archdale Site- Elmington Capital Group
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: David Shaeffer
Re: Wetland Related Consulting and Permitting
Elmington Capital Group hereby designates and authorizes Kimley-Horn and Associates, Inc. to
act in their behalf as their agent solely for the purpose of processing Jurisdictional Determinations,
Section 404 permits/Section 401 Water Quality Certifications applications, and to furnish upon
request supplemental information in support of applications, etc. from this day forward until
successful completion of the permitting process or revocation by
Elmington Capital Group.
Authorized this the s
Authorized Representative
(Print Name)
day of tJ
Cc: Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

Page 1 of 11
PCN Form – Version 1.3 December 10, 2008 Version
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?

For the record only for DWQ 401
Certification:
Yes No
For the record only for Corps Permit:

Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
Yes No

1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below.
Yes No

1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project: Archdale Site
2b. County: Mecklenburg
2c. Nearest municipality / town: Charlotte
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: Eckhardt Family LP; Eckhardt Properties-Shady Acres LLC
3b. Deed Book and Page No. 23239; 765
3c. Responsible Party (for LLC if
applicable): James Eckhardt
3d. Street address: 425 S. Whitley Dr #4
3e. City, state, zip: Fruitland, ID 83619
3f. Telephone no.:
3g. Fax no.:
3h. Email address:

Page 2 of 11
PCN Form – Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Addie Lasitter, WPIT
5b. Business name
(if applicable): Kimley-Horn and Associates
5c. Street address: 200 South Tryon Street, Suite 200
5d. City, state, zip: Charlotte, NC 28202
5e. Telephone no.: 704-319-7689
5f. Fax no.:
5g. Email address: [e-mail]

Page 3 of 11
PCN Form – Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 16927102
1b. Site coordinates (in decimal degrees): Latitude: 35.147737 Longitude: -80.892843
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 11.24 acres (Project Boundary)
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to proposed
project: Kings Branch
2b. Water Quality Classification of nearest receiving water: Kings Branch - Class "C"
2c. River basin: Lower Catawba; HUC 03050103
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The subject property is located at 330 Archdale Road, situated between Archdale Road, High Meadow Lane, and
Farmhurst Drive in Charlotte, NC . The project area is currently undeveloped. Existing land use in the vicinity of the
project includes commercial development and residential / maintained properties.
3b. List the total estimated acreage of all existing wetlands on the property:
0 ac
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
The total length of all on-site streams is approximately 730 linear feet.
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct a new multi-family development including buildings, associated parking lots,
pedestrian connections, and landscaping.
3e. Describe the overall project in detail, including the type of equipment to be used:
The site consists of a roughly 11-acre tract located at 300 Archdale Drive, which is situated between Archdale Drive, High
Meadow Lane, and Farmhurst Drive in Charlotte, Mecklenburg County, NC. The site is primarily undeveloped open areas,
with some undeveloped forested areas throughout.
Development of the approximately 11-acre residential parcel will include separate multi-story buildings consisting of
individual units, a leasing/amenity center, pool area/courtyard, and associated parking lots. Access into the site includes
two private drives; one off Archdale Road to the north of the subject property and the second off Farmhurst Drive to the
south.
To facilitate the on-site road improvements and associated shoulders, the existing piped stream crossing at Stream 1
must be replaced and extended. The existing 61 linear feet of 42-inch RCP at Stream 1 will be replaced and extended to
67 linear feet of 54-inch RCP, resulting in 6 linear feet of permanent impacts to potential non-wetland waters of the US.
The culvert replacement and extension has been designed and will be installed in such a manner that the original stream
profiles will not be altered. The culvert will be installed below the elevation of the stream bed by 20% of the culvert
diameter to allow low flow passage of water and aquatic life.
The culvert extension has been reduced to the maximum extent practicable, by implementing taller headwalls and
maximizing side slopes in order to minimize stream impacts, resulting in 6 linear feet of permanent impacts to potential
non-wetland waters of the US. 15 linear feet of temporary impacts to potential non-wetland waters of the US are
necessary in order to install impervious dikes and a pumped diversion to allow for work in dry conditions. Due to the small
diameter culvert replacements, the culverts will be buried no less than 20% of the culvert diameter in order to allow for
aquatic passage of biotic resources.
General construction equipment, such as; bulldozers, back hoes, front end loaders, etc. will be used for construction
purposes.

Page 4 of 11
PCN Form – Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the Corps
or State been requested or obtained for this property / project
(including all prior phases) in the past?
Comments:
Yes No Unknown
4b. If the Corps made the jurisdictional determination, what type of
determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Chris Tinklenberg, PWS
Agency/Consultant Company: Kimley-Horn &
Assoc., Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Field varication and PJD issued on March 22, 2019. See SAW-2019-00260
5. Project History
5a. Have permits or certifications been requested or obtained for this
project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.

6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.

Page 5 of 11
PCN Form – Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams - tributaries Buffers
Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number –
Permanent (P)
or Temporary
(T)
2b.

Type of impact
2c.

Type of wetland
(if known)
2d.

Forested

2e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404, other)
2f.

Area of impact
(acres)

2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number -
Permanent (P)
or Temporary
(T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial
(PER) or
intermittent
(INT)?
3e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 – Impact 1
P T Installation of RCP UT to Kings
Branch
PER
INT
Corps
DWQ 3 6
S1 – Impact 2
P T
Impervious Dike and
Pumped Diversion
UT to Kings
Branch
PER
INT
Corps
DWQ 3 15
3h. Total stream and tributary impacts 21
3i. Comments: The culvert extension has been reduced to the maximum extent practicable, by implementing taller headwalls
and maximizing side slopes in order to minimize stream impacts, resulting in 6 linear feet of permanent impacts to potential
non-wetland waters of the US. 15 linear feet of temporary impacts to potential non-wetland waters of the US are
necessary in order to install impervious dikes and a pumped diversion to allow for work in dry conditions.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
– Permanent
(P) or
Temporary (T)
4b.
Name of waterbody
(if applicable)
4c.

Type of impact
4d.

Waterbody type
4e.

Area of impact (acres)
O1 P T
O2 P T
O3 P T
O4 P T
4f. Total open water impacts
4g. Comments:

Page 6 of 11
PCN Form – Version 1.3 December 10, 2008 Version

5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.

Pond ID
number
5b.

Proposed use or purpose of
pond

5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
Neuse Tar-Pamlico Other:
Catawba Randleman
6b.
Buffer impact
number –
Permanent (P)
or Temporary
(T)
6c.

Reason
for impact
6d.

Stream name
6e.

Buffer
mitigation
required?
6f.

Zone 1 impact
(square feet)
6g.

Zone 2 impact
(square feet)
B1 P T Yes
No
B2 P T Yes
No
B3 P T Yes
No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Avoidance and minimization efforts during development planning and design were implemented to the greatest extents
practicable in order to reduce the overall impacts on the aquatic environment. The proposed access road was also designed
to utilize the existing site access crossing, instead of elsewhere along the stream. The culvert replacement and extension has
been designed and will be installed in such a manner that the original stream profile will not be altered. The culverts will be
installed below the elevation of the stream bed by 20% of the culvert diameter to allow low flow passage of water and aquatic
life
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Temporary impacts have been minimized to the greatest extent practicable in order to meet the needs of the project and do
not pose adverse alterations to the existing channel bed. Erosion control measures implemented during construction of the
culvert replacement and extension and will be removed immediately following the activity and any disturbance will be returned
to preconstruction conditions.

Page 7 of 11
PCN Form – Version 1.3 December 10, 2008 Version

2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
Yes No

2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type: Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested: 18 linear feet
4c. If using stream mitigation, stream temperature: warm cool cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments: Compensatory mitigation will be met by the purchase of credits through the NC Division of Mitigation Services
(NCDMS) in-lieu fee program. 6 lf of stream impact will be mitigated through the purchase of stream mitigation credits. Based
on an NCSAM assessment of intermittent Stream 1, mitigation is proposed at a 1.5:1 ratio. Since the project is located within
the Lower Catawba watershed (HUC 03050103), credits will be purchased at a 3:1 ratio; therefore, 18 SMUs will be
purchased from NCDMS for impacts associated with the new development.
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.

Page 8 of 11
PCN Form – Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes No

6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)

Multiplier
6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).

6h. Comments:

Page 9 of 11
PCN Form – Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The project is not subject to the NC Riparian Protection Rules; however,
the project meets the City of Charlotte 30-FT Post Construction Buffer & City of
Charlotte 100-FT Post Construction Buffer requirements.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 77%
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: N/A
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Per City of Charlotte Post Construction Stormwater Ordinance and the Charlotte-Mecklenburg Storm Water Design
Manual, the project will control peak discharge of the 10-year, 6-hour storm event as well as detain the 1-year, 24-hour
channel protection volume in accordance with the transit-oriented development requirements.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Certified Local Government
DWQ Stormwater Program
DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project? City of Charlotte
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
Yes No – Under review
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No
5b. Have all of the 401 Unit submittal requirements been met? Yes No

Page 10 of 11
PCN Form – Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
Yes No
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes No
2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? Yes No
3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.

4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Waste water directed to a Charlotte Water public sewer main adjacent to the project.

Page 11 of 11
PCN Form – Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
A review of the North Carolina Natural Heritage Program (NCNHP) database on June 5, 2019 did not indicate known
occurrences of threatened or endangered species within the project boundary. (See attached NCNHP Letter).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NCNHP element occurrence database did not indicate the presence of EFH within the project boundary.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A review of the North Carolina State Historic Preservation Office (SHPO) HPOWEB GIS Service database on June 5,
2019 did not indicate any cultural or historic resources within the project boundary.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FIRM Panels 3710453100K

Addie Lasitter, WPIT

Applicant/Agent's Printed Name

_____ _____________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)

06/07/2019

Date

Figure 1Vicinity MapElmington Capital GroupArchdale SiteMecklenburg County, NC
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Figure 2USGS Topo (Charlotte West)Elmington Capital GroupArchdale Site Mecklenburg County, NC
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Figure 3SSURGO Soils and NWIElmington Capital GroupArchdale SiteMecklenburg County, NC
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Stream 1 (S1)Intermittent - 730 lf
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A R C H D A L E HIGH MEADOWFigure 4PJD Field SketchElmington Capital GroupArchdale DriveMecklenburg County, NC
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GF Stream Form Location
Stream 1 - Impact 215 lf TemporaryImpervious Dike andPumped Diversion
Stream 1 - Impact 16 lf PermanentCulvert Replacement and Extension
F A R M H U R S T
A R C H D A L E HIGH MEADOWFigure 5Proposed ConditionsElmington Capital GroupArchdale SiteMecklenburg County, NC
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Proposed Future Grading
ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCCOVER SHEETC0-1Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
CHARLOTTE, MECKLENBURG, NORTH CAROLINA330 ARCHDALE DRIVESITE CONSTRUCTION PLANS forARCHDALE FLATS SENIORSITE LOCATION MAPNOT TO SCALESheet List TableSheet No. Sheet TitleC0-1 COVER SHEETC0-2 GENERAL NOTESC1-0 EXISTING CONDITIONS PLANC1-1 TREE PROTECTION PLANC1-3 DEMOLITION PLANC2-0 ESCP NOTESC2-1 ESCP PHASE 1C2-2 ESCP PHASE 2C2-3 ESCP DETAILSC2-4 ESCP DETAILSC2-5 ESCP DETAILSC3-0 SITE PLANC3-1 TRUCK TURN MOVEMENTSC3-2 TRUCK TURN MOVEMENTSC3-3 SIGHT DISTANCE MAPC3-4 SIGHT DISTANCE PROFILESC4-0 GRADING PLANC4-1 STORM PROFILESC5-0UTILITY PLANC5-1 UTILITY STRUCTURE TABLEC5-2 UTILITY DETAILSC6-0 SITE DETAILSC6-1 SITE DETAILSC6-2 SITE DETAILSC6-3 SITE DETAILSC6-4 SITE DETAILSC6-5 DRAINAGE DETAILSC6-7 DRAINAGE DETAILSC6-8 DRAINAGE DETAILSC7-0 LANDSCAPE PLANC7-1LANDSCAPE NOTES ANDDETAILS 77ELMINGTON CAPITAL GROUP118 16TH AVE. SOUTHSUITE #200NASHVILLE, TN 37203CONTACT: COCHRANE JAMISONPHONE [phone]KIMLEY-HORN AND ASSOCIATES, INC.200 SOUTH TRYON STREETSUITE 200CHARLOTTE, NORTH CAROLINA 28202(704) 333-5131 TELCONTACT: NATHAN TIDD, PLAKINSEY HOGUE, P.E. PROJECT OWNER AND CONSULTANT INFORMATIONA.G. ZOUTEWELLE SURVEYORS1418 EAST FIFTH ST.CHARLOTTE, NC 28204PHONE [phone]FAX [phone]CONTACT: ANDREW ZOUTEWELLE, PLSAXIOM ARCHITECTURE333 WEST TRADE STREETSUITE # 200CHARLOTTE, NC 28202PHONE [phone]FAX [phone]CONTACT: MATT MAJORS, AIAHORIZON DEVELOPMENT PROPERTIES400 EAST BOULEVARDCHARLOTTE, NC 28203CONTACT: CONNIE STAUDINGERPHONE [phone]ZONING DEPARTMENTCHARLOTTE DEPARTMENT OF TRANSPORTATION600 E. 4TH STREETCHARLOTTE, NORTH CAROLINA 28202DEPARTMENT OF TRANSPORTATIONEROSION CONTROLPLANNING DEPARTMENTFIRE MARSHALSANITARY SEWER COMPANYWATER COMPANYCHARLOTTE WATER600 E 4TH STREETCHARLOTTE, NC 28202(704) 336-7600POWER COMPANYPHONE COMPANYGAS COMPANYCHARLOTTE WATER600 E 4TH STREETCHARLOTTE, NC 28202(704) 336-7600MECKLENBURG COUNTY/CITY FIREJEFF WRIGHT2145 SUTTLE AVENUECHARLOTTE, NORTH CAROLINA 28208(704) 432-1752CITY OF CHARLOTTE ENGINEERING AND PROPERTY MANAGEMENTJAY WILSON600 E. 4TH STREETCHARLOTTE, NORTH CAROLINA 28202(704) 432-0958DUKE ENERGYCONTACT526 SOUTH CHURCH STREETCHARLOTTE, NC 28202(800) 653-5307PIEDMONT NATURAL GASCONTACT4339 SOUTH TRYON STREETCHARLOTTE, NC 28217(800) 752-7504AT&TCONTACTADDRESSCITY, ST ZIPCODE(800) 331-0500MECKLENBURG COUNTY ZONING DEPT.SHAD SPENCER700 N. TRYON STREETCHARLOTTE, NORTH CAROLINA 28202(704) 336-2205CHARLOTTE MECKLENBURG PLANNING COMMISSIONALICE JACKSON600 E. 4TH STREETCHARLOTTE, NORTH CAROLINA 28202(704) 336-2205
GENERAL EROSION CONTROL NOTESGENERAL UTILITY NOTESAS-BUILTS/RECORD DRAWINGS1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILTINFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THECOMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FORPROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TOJURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATEOF SOUTH CAROLINA PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THECONTRACTOR.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIEDRECORD SURVEYS SEALED BY A STATE REGISTERED PROFESSIONAL LAND SURVEYORDEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS. THE RECORDDRAWINGS SHALL BE PREPARED TO THE SAME LEVEL OF DETAILS AS PROVIDED ON THE DESIGNDRAWINGS.3. THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER AND OWNER RECORD DRAWINGS IN BOTHPDF AND AUTOCAD FORMAT FOR ALL PAVING, GRADING, AND STORMWATER BMPS, ANDSTORMWATER DRAINAGE PIPES AND STRUCTURES.4. THE CONTRACTOR SHALL PROVIDE A SEPARATE UTILITY RECORD DRAWING IN AUTOCAD AND PDFFORMAT. THE RECORD DRAWINGS SHALL VERIFY ALL DESIGN INFORMATION INCLUDED ON THEDESIGN PLANS.5. IN ADDITION TO THE OWNER AND ENGINEER REQUIRED SURVEYS, THE CONTRACTOR SHALLPROVIDE ADDITIONAL RECORD DRAWINGS AND AS-BUILT INFORMATION AS REQUIRED BY THEJURISDICTION.1. PRIOR TO CONSTRUCTION THE CONTRACTOR MUST CLEARLY DELINEATE AND MARK OFF AREASIDENTIFIED IN THE SWPPP OR IN THE FIELD, TO BE PROTECTED (SUCH AS STREAMS/WETLANDS,NATURAL BUFFERS, TREE, HABITATS OF ENDANGERED/THREATENED SPECIES, HISTORICPROPERTIES, ETC.)2. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERSDURING CONSTRUCTION.3. BMPS PROPOSED FOR SITE DEVELOPMENT HAVE BEEN DESIGNED TO ADDRESS CONSTRUCTIONSTORMWATER RUNOFF. IN THE EVENT THE BMPS BECOME INEFFECTIVE AT PREVENTINGSEDIMENT FROM LEAVING THE SITE, IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENTADDITIONAL BMPS.THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN BMPS AS DESCRIBED INTHE GENERAL PERMIT . ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BEREQUIRED BYTHE EROSION CONTROL INSPECTOR.4. CONTRACTOR SHALL REVIEW THE GENERAL PERMIT PRIOR TO COMMENCING CONSTRUCTIONACTIVITY. THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED PLANS AND GENERALPERMIT ONSITE AT ALL TIMES.5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION AND IS SUBJECT TO A FINE.6. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENTCONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THEMINIMUM STANDARDS AND SPECIFICATIONS OF THE STATE WHICH THE WORK IS PERFORMED.7. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTIONALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITHAPPLICABLE STATE EROSION AND SEDIMENT CONTROL REGULATIONS,8. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.9. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARINGAND/OR LAND DISTURBANCE.10. CONSTRUCTION ENTRANCE SHALL BE LOCATED SO AS TO PROVIDE THE LEAST AMOUNT OFDISTURBANCE TO THE FLOW OF TRAFFIC IN AND OUT OF THE SITE. ADDITIONALLY,CONSTRUCTION ENTRANCE SHALL BE LOCATED TO COINCIDE WITH THE PHASING OF THEPAVEMENT REPLACEMENT.11. POST CONSTRUCTION STORM WATER POLLUTION CONTROL MEASURES INCLUDE STABILIZATIONBY PERMANENT PAVING, DRAINAGE SYSTEM STRUCTURE, OR LANDSCAPING.12. TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED ATTHE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE,PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADINGACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BEMAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSOREFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BYLANDSCAPING, THE BUILDING(S), AND SITE PAVING.13. BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLYACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOREXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETSRECEIVING SEDIMENT FROM SITE RUN-OFF.14. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BEMAINTAINED ON THE SITE AT ALL TIMES. THE CONTRACTOR SHALL DILIGENTLY ANDCONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZEEROSION.15. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTORSO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OFCONSTRUCTION.16. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHENFIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THEAFFECTED PROPERTY OWNERS. CONTACT PROJECT ENGINEER AND PROJECT EROSIONCONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE INSTALLEDPRIOR TO OFF-SITE GRADING.17. ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLEQUANTITIES AS DEFINED BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BEIMMEDIATELY REPORTED TO THE EPA NATIONAL RESPONSE CENTER (1-800-424-8802), AND ASREQUIRED BY THE GENERAL PERMIT.18. THE CONTRACTOR SHALL MAINTAIN JURISDICTIONALLY REQUIRED BUFFERS OF UNDISTURBEDNATURAL VEGETATION BETWEEN THE DISTURBED PORTIONS OF THE SITE AND SURFACESWATERS AT ALL TIMES. BUFFERS SHALL BE MAINTAINED IN ACCORDANCE WITH THEREQUIREMENTS OF THE JURISDICTION.19. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ONTHESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGINGOR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARYEROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO THE APPROPRIATE GOVERNINGENTITY FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALLNECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THEOWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.20. CONTRACTOR SHALL PLACE EROSION CONTROL BLANKET (NORTH AMERICAN GREEN SC150 ORAPPROVED EQUAL) ON ALL SITE AREAS WITH SLOPES GREATER THAN 2:1, AND IN THE BOTTOMAND SIDE SLOPES OF ALL SWALES.21. NO PARKING SHALL BE LOCATED OUTSIDE THE LIMITS OF DISTURBANCE.22. NO CONSTRUCTION LAYDOWN OR STAGING SHALL BE LOCATED OUTSIDE THE LIMITS OFDISTURBANCE.23. ALL DRAINAGE SWALES MUST BE GRADED AND RIP-RAP MUST BE REPLACED AS REQUIRED TOCONTROL EROSION. RIP-RAP WILL CONSIST OF 50 - 125 POUND STONES PLACED AT ALLHEADWALLS, AND WHERE NOTED ON CONSTRUCTION DRAWINGS. SEE DETAIL SHEET FOROUTFALL PIPE SIZE CHART.24. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED FOR ADDITIONAL CONTRACTORLAYDOWN AREA. CONTRACTOR TO COORDINATE WITH ENGINEER DURING CONSTRUCTION. THELIMITS OF DISTURBANCE SHOULD CONTAIN ANY ADDITIONAL LAYDOWN AREAS. IF ADDITIONALLAYDOWN AREA IS NEEDED OUT SIDE THE LIMITS OF DISTURBANCE, A REVISED EROSIONCONTROL PLAN SHOULD BE REVIEWED AND PERMITTED.25. PUMPING SEDIMENT LADEN WATER INTO ANY STORMWATER FACILITY THAT IS NOT DESIGNATEDTO BE A SEDIMENT TRAP, DRAINAGEWAY, OR OFFSITE AREA EITHER DIRECTLY OR INDIRECTLYWITHOUT FILTRATION IS PROHIBITED. DURING DEWATERING OPERATIONS, WATER SHALL BEPUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.WATER REMOVED FROM TRAPS, BASINS, AND OTHER WATER HOLDING DEPRESSIONS OREXCAVATIONS MUST FIRST PASS THROUGH A SEDIMENT CONTROL AND/OR FILTRATION DEVICE.WHEN DEWATERING DEVICES ARE USED, DISCHARGE LOCATIONS SHALL BE PROTECTED FROMEROSION.26. ALL TEMPORARY STORMWATER EROSION AND SEDIMENT CONTROL MEASURES SHALL BEREMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED.TRAPPED SEDIMENT ANDOTHER DISTURBED SOILS RESULTING FROM TEMPORARY MEASURES SHALL BE PROPERLYDISPOSED OF PRIOR TO PERMANENT STABILIZATION.27. SOIL STOCKPILES SHALL NOT BE LOCATED IN A DRAINAGEWAY, STOCKPILES . FLOOD PLAINAREA OR A DESIGNATED BUFFER. ALL STOCKPILES SHALL BE IMMEDIATELY STABILIZED ASREQUIRED BY THE GENERAL PERMITGENERAL ACCESSIBILITY NOTES1. THE CONTRACTOR SHALL REVIEW ALL APPLICABLE STATE AND LOCAL GUIDELINES AS THEYAPPLY TO THE ACCESSIBILITY AND SIGNAGE.2. ALL CONSTRUCTION SHALL BE VERIFIED BY THE CONTRACTOR TO BE IN COMPLIANCE WITHLOCALLY ADOPTED ACCESSIBILITY REGULATIONS. ANYTHING FOUND NOT IN COMPLIANCE SHALLBE REPLACED AT THE CONTRACTOR'S EXPENSE.3. THE PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED COMPLIANT WITH THE LATEST EDITIONOF THE ADA STANDARDS FOR ACCESSIBILE DESIGN AS PUBLISHED BY THE DEPARTMENT OFJUSTICE.UNLESS AND EXCEPT IN AREAS WHERE AN APPROVED STATEMENT FROM A SITEENGINEER, SURVEYOR, OR ARCHITECT VERIFIES THAT SITE CONDITIONS EXIST WHERE THETOPOGRAPHY OF THE SITE IS EXTREME AND ONLY ALTERNATE METHODS OF COMPLIANCE AREPOSSIBLE.4. CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BECONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS.5. PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALLCONFORM TO THE ADA STANDARDS FOR ACCESSIBLE DESIGN AND SHALL HAVE A DETECTABLEWARNING SURFACE THAT IS FULL WIDTH OF THE CURB RAMP, NOT INCLUDING FLARES.6. ALL ACCESSIBLE ROUTES, GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS,STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLEDESIGN, LATEST EDITION.7. ANY COMPONENTS OF THE PROJECT SERVING MULTIFAMILY DWELLINGS IN BUILDINGS THATHAVE 4 OR MORE UNITS PER DWELLING SHALL ALSO CONFORM TO THE FAIR HOUSING ACT (FHA),AND COMPLY WITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OFHOUSING AND URBAN DEVELOPMENT.8. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLEPEDESTRIAN ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONGSIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NOCASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASESHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINALSIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLESSHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION.9. CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORMBOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ACCESSIBLE SLOPE REQUIREMENTSARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVESLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADACOMPLIANCE ISSUES.GENERAL NOTES1. ALL NECESSARY PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST OBTAIN ALLPERMITS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.5. THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF PERMITS COMPLETE WITH ALLCONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THECONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUESTBY REGULATORY AGENCY REPRESENTATIVES.6. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERSDURING CONSTRUCTION.7. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BECONSTRUCTED TO SAME.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BYLAND SURVEYOR. ALL INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TOCONSTRUCTION.8. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONSREQUIRED BY CODES9. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE STATE DEPARTMENTOF TRANSPORTATION STRUCTURE STANDARDS AND REGULATIONS (LATEST EDITION) ANDBECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESSOTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS ANDSPECIFICATIONS.10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TOCONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS INACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS ANDREQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISEINDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHERDELETERIOUS MATERIAL.11. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY AND STATE REGULATIONSAND CODES AND O.S.H.A. STANDARDS.12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO,ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE INACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BYSUCH. ALL COST SHALL BE INCLUDED IN BASE BID. AREAS TO BE DISTURBED SHALL BEIMPROVED PER THE CIVIL PLANS OR RESTORED TO THEIR ORIGINAL OR BETTER CONDITION.CONTRACTOR SHALL REPAIR ANY EXISTING FEATURES THAT ARE DAMAGED DURINGCONSTRUCTION TO THE EXISTING OR BETTER CONDITION.13. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THECONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT ANDSPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS.14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTIONOF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES ORDEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER ANDNOTIFICATION TO THE ENGINEER.15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OROTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTORSHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THATWOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TOPROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.16. ALL WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSEDWELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITSREQUIRED.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BEREPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTERDISCOVERY IS MADE.17. TRAFFIC CONTROL ON ALL STATE, LOCAL AND COUNTY RIGHTS-OF-WAY SHALL MEET THEREQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) ANDTHE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THEEVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTSARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.GENERAL PAVING NOTES1. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE ASMOOTH FIT AND CONTINUOUS GRADE. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONBETWEEN PROPOSED PAVEMENT, EXISTING PAVEMENT AND ANY STRUCTURES.2. THE PROPOSED SPOT ELEVATIONS SHOWN ARE FINISHED ELEVATIONS INCLUDING ASPHALT ANDCONCRETE. REFER TO PAVEMENT SECTIONS AND CURB DETAILS TO ESTABLISH CORRECTSUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THISCONTRACT.3. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THETYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL REVIEWTHE RECCOMENDATIONS OF THE GEOTECHNICAL ENGINEER PRIOR TO PAVING.4. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTORSHALL SAW CUT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THEPAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED.5. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTIONALRIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS ANDSTANDARDS (LATEST EDITION) OR STATE DEPT. OF TRANSPORTATION SPECIFICATIONS ANDSTANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS.6. ALL ON-SITE STRIPING IS TO BE PAINTED, UNLESS OTHERWISE NOTED. ALL STRIPING IN PUBLICRIGHT-OF-WAY TO BE THERMOPLASTIC STRIPING.7. TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS ANDCOMBINED WALKS/CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 X THE WIDTHOF THE WALK.8. EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALLLOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB, WALL,COLUMN, ETC.9. CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTSIN CONCRETE WALKS. INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALSGREATER THAN 1.5 X THE WIDTH OF THE WALK.10. CONTRACTOR SHALL COORDINATE PAVING IMPROVEMENTS TO AVOID TIRE MARKS FROMCONSTRUCTION ACTIVITY. FINAL PAVING SHALL BE AS SMOOTH AS POSSIBLE AND FREE FROMANY CRACKS, SCRAPES, GOUGES, TIRE MARKS, ETC. CAUSED DURING CONSTRUCTION.11. ALL NEW CONCRETE SHALL BE DOWELED INTO ALL EXISTING CONCRETE (PAVING, SIDEWALKS,CURB, ETC.). TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKSAND COMBINED WALKS/CURBS AS SHOWN ON THE DETAILS AND AT INTERVALS NOT TO EXCEED12 TIMES THE WIDTH OF THE WALK.12. ALL STRUCTURES SHALL BE ADJUSTED AS NECESSARY TO BE FLUSH WITH FINAL PAVEMENT.GENERAL DEMOLITION NOTES1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITIONAND DISPOSAL. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS ANDPAY FEES REQUIRED FOR DEMOLITION AND HAUL-OFF FROM THE APPROPRIATE AUTHORITIES.THESE FEES SHALL BE INCLUDED WITH THE BID. THE CONTRACTOR SHALL PREPARE ALLDOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REQUIRED PRIOR TO THECOMMENCEMENT OF DEMOLITION.2. DEMOLITION AS DEPICTED ON THE DEMOLITION PLAN IS INTENDED TO DESCRIBE GENERALDEMOLITION AND UTILITY WORK. IT IS NOT INTENDED TO IDENTIFY EACH ELEMENT OFDEMOLITION OR RELOCATION. CONTRACTOR SHALL COORDINATE WITH THE OWNER ANDAPPROPRIATE UTILITY COMPANY PRIOR TO WORK.3. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND LAWFUL DISPOSALOF ALL STRUCTURES, PAVING, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ONTHE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TOSUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL ASNECESSARY.4. ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BYA LICENSED HAZARDOUS MATERIAL CONTRACTOR ONLY AFTER NOTIFICATION OF THEENGINEER AND AUTHORIZATION TO PROCEED IS GIVEN BY THE OWNER5. THE CONTRACTOR SHALL PUMP OUT BUILDING FUEL AND WASTE OIL TANKS (IF ANY AREENCOUNTERED) AND REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY AN APPROPRIATELYLICENSED WASTE OIL HANDLING CONTRACTOR IN STRICT ACCORDANCE WITH FEDERAL ANDSTATE REQUIREMENTS ONLY AFTER NOTIFICATION OF THE ENGINEER AND AUTHORIZATION TOPROCEED IS GIVEN BY THE OWNER.6. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ALL EXISTING FACILITIES ANDOUTLOTS AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVALFROM THE SERVICE PROVIDERS AND COORDINATION THROUGH THE PROPERTY OWNER(S).THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN INPLACE.7. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THEREMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THEUTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THEUTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANYFOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES ANDCHARGES.8. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINEDFROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THECONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. THEITEMS SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLYOBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEEDWITH CAUTION AROUND ANY ANTICIPATED FEATURES. PRIOR TO THE START OF ANYDEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITELOCATIONS OF EXISTING UTILITIES.9. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TOBE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THEUTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROADRIGHT OF WAY DURING CONSTRUCTION10. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BEUNCOVERED DURING EXCAVATION, CONTRACTOR SHALL CONSULT THE ENGINEER AND OWNERIMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA.11. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) ASAPPROVED BY THE OWNER12. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING BUSINESSES ANDPROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING IMPROVEMENTS ANDCONSTRUCTION OF THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL COORDINATE WITHTHE OWNER(S)/ LEASEE(S) PRIOR TO ANY CONSTRUCTION TO ESTABLISH CUSTOMER ACCESSAND TRAFFIC FLOW DURING ALL PHASES.13. SHOULD CONSTRUCTION ACTIVITIES DAMAGE EXISTING FEATURES, THE CONTRACTOR SHALLREPLACE THE FEATURES WITH NEW MATERIALS. DAMAGE TO ANY EXISTING CONDITIONS TOREMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.14. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TOEXISTING ROAD SURFACES. FINISHED SURFACES TO BE REMOVED OR DEMOLISHED SHALL BECUT ALONG LINES OF JOINTS WHICH WILL PERMIT A NEAT SURFACE WHEN RESTORED. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAW CUT EXISTING PAVEMENT AT THERIGHT-OF-WAY. SAW CUTS SHALL BE MADE FULL DEPTH THROUGH THE EXISTING PAVEMENT.DISCARDED PAVEMENT SHALL BE REMOVED WITHOUT UNDERMINING THE EXISTING PAVEMENT.IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THECONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR.15. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR ANDFREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFEPEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. CONTRACTOR SHALLCOORDINATE/PHASE ALL CONSTRUCTION ACTIVITY WITHIN PROXIMITY OF THE BUILDING ANDUTILITY INTERRUPTIONS WITH THE PROPERTY OWNERS AND UTILITY PROVIDERS TO MINIMIZEDISTURBANCE AND INCONVENIENCE.16. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BERESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR.17. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BEUNCOVERED DURING EXCAVATION, CONTRACTOR SHALL CONSULT THE ENGINEER AND OWNERIMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA.18. ANY WATER WELLS ENCOUNTERED ARE TO BE BROUGHT TO THE PROJECT ENGINEERATTENTION IMMEDIATELY AND PROPERLY ABANDONED BY A LICENSED WELL DRILLER.19. ANY SEPTIC SYSTEMS ENCOUNTERED SHALL BE BROUGHT TO THE THE PROJECT ENGINEERATTENTION IMMEDIATELY AND SHALL BE PROPERLY DEMOLISHED.GENERAL GRADING NOTES1. ALL NECESSARY PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST OBTAINALL PERMITS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.2. BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITSOF PAVEMENT AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR SHALLPROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROLPOINTS RELATED TO EARTHWORK.3. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURSBEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICTWITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.4. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. ALLELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THEGENERAL CONTRACTOR PRIOR TO GROUND BREAKING.5. CONTRACTOR SHALL REVIEW, UNDERSTAND AND IMPLEMENT ALL REQUIRED EROSION ANDSEDIMENTATION CONTROL MEASURES PRIOR TO ANY DISTURBANCE.6. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALLREGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND ISWELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS.7. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCKIS ENCOUNTERED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALLBLASTING AND SAFETY REQUIREMENTS8. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BEREGRADED AND SEEDED.9. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURECONDITION ALL FILL PER THE GEOTECHNICAL ENGINEERS SPECIFICATIONS. FILL MATERIALSHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.10. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING,SHORING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL,STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ONTHESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S) TOINSTALL SAID ITEMS.11. FIELD ADJUSTMENTS OF RIM ELEVATIONS OF STRUCTURES MAY BE REQUIRED TO MEET FIELDCONDITIONS. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL NOT EXCEED 12-INCHES.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THESTRUCTURE.12. WHERE GRADE MODIFICATIONS ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS ANDMANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTEDFLUSH WITH THE PROPOSED GRADE.13. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SEEDED UNLESS INDICATED OTHERWISEON THE LANDSCAPE PLAN.14. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIREDPERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEERPRIOR TO ANY EXCAVATION.15. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN SOMECASES TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUTONLY AS DIRECTED BY THE OWNER.16. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCALJURISDICTIONAL AGENCY OR TO STATE DEPARTMENT OF TRANSPORTATION STANDARDS. IN THEEVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTSARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.17. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THEAREAS SHALL THEN BE SEEDDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATEREDAND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREASDISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTEDBY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BESEEDDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN.18. ALL CUT OR FILL SLOPES SHALL BE 3 (HORIZONTAL) :1 (VERTICAL) OR FLATTER UNLESSOTHERWISE SHOWN. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICALENGINEER FOR APPROPRIATE SLOPE STABILIZATION ON ALL SLOPES STEEPER THAN 3:1.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTINGGRADE.19. SEED MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OFCOMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION,SEDIMENTATION OR TURBID DISCHARGES.20. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREASARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALLALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TOBE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER.21. ALL PAVEMENT SUB GRADES SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES AND COMPACTEDTO A MINIMUM DENSITY OF 98 PERCENT OF ASTM D-698 DENSITY AT OPTIMUM MOISTURECONTENT UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION PLANS OR AS DIRECTED BY AGEOTECHNICAL ENGINEER. FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM 8" LIFTS. INAREAS WHERE ROCK IS ENCOUNTERED AT FINAL SUB GRADE ELEVATION, THE EXPOSED ROCKSHALL BE TOPPED WITH A LEVELING COURSE OF SANDY CLAY OR CLAYEY SAND (P.I. BETWEEN 4AND 15) AS NEEDED TO PROVIDE A SMOOTH SURFACE FOR PAVING.22. GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING.23. ALL SOIL USED FOR PLANTING SHALL CONSIST OF REGIONALLY APPROPRIATE SOILS.24. UNSUITABLE FILL BENEATH BUILDING PADS AND PAVED SURFACES MUST BE EXCAVATED ANDREPLACED AS RECOMMENDED BY A GEOTECHNICAL ENGINEER.STORMWATER NOTES1. REFER TO GENERAL UTILITY NOTES FOR ADDITIONAL REQUIREMENTS PERTAINING TOUNDERGROUND UTILITY AND STORMWATER PIPE INSTALLATION.2. ALL NECESSARY PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST OBTAINALL PERMITS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.3. PIPE LENGTHS, GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE ONLY. ASDIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEENCONDITIONS.9. ALL STORM PIPE INSTALLED SHALL BE CLASS III RCP, UNLESS SPECIFICALLY NOTED OTHERWISE.EXISTING STORMWATER PIPE MATERIALS, MODIFIED, DAMAGED OR DEFORMED, ETC. SHALL NOTBE REUSED UNLESS SPECIFICALLY DIRECTED BY THE ENGINEER.5. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENT AND EVEN GRADES USING A PIPE LASER OROTHER ACCURATE METHOD.6. ALL PIPES SHALL BE BEDDED PER MANUFACTURER'S RECOMMENDATIONS.4. ALL ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED WITH (4) SIDED BEARING HEAVY DUTYH-20 RATED TRAFFIC RIMS AND GRATES5. ALL CLEANOUT COVERS WITHIN THE PAVEMENT SECTIONS SHALL BE RATED FOR HEAVY DUTYTRAFFIC (H-20 RATED).6. WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1WEEPHOLE PER STRUCTURE. WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OFSTRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTERFABRIC AND FILLED WITH #78 STONE.7. CONTRACTOR SHALL PROVIDE CATCH BASIN INLET PROTECTION ON ALL EXISTING ANDPROPOSED INLETS UNTIL CONTRIBUTING DRAINAGE AREAS ARE STABILIZED. ALL DRAINAGESTRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OFCONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS.8. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PERMANUFACTURER'S RECOMMENDATIONS.9. GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING.10. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN PROPOSED PAVEMENT ANDEXISTING PAVEMENT AND STORM STRUCTURES11. DURING CONSTRUCTION AND AFTER FINAL GRADING, NO SURFACE WATER RUNOFF MAY BEDIRECTED TO ADJACENT PROPERTIES, AND ALL SURFACE WATER RUNOFF MUST BE ROUTED TOAPPROVED DRAINAGE FACILITIES OR BE RETAINED ON SITE. ALL RUNOFF FROM THE SITE, BOTHDURING AND AFTER CONSTRUCTION, MUST BE FREE OF POLLUTANTS, INCLUDING SEDIMENT,PRIOR TO DISCHARGE.WATER DISTRIBUTION NOTES1. CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGS BASED ON ARCH / MECHANICAL, ELECTRICALAND PLUMBING PLANS.2. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALLBE MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATERLINES AND SANITARY/STORM SEWERS SHALL BE MAINTAINED AT CROSSINGS.8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINESAND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPEWITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINESHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TOPROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11(AWWA C-151) (CLASS 50).9. WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 48 INCHES OF COVER AS MEASUREDFROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE.10. THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALLBENDS, TEES AND HYDRANTS PER THE DETAILS.11. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF FITTINGS ANDAPPURTENANCES ROUNDED TO THE NEAREST FOOT.12. WATER LINES SHALL BE AS FOLLOWS:6" AND LARGER, PVC C-900, DR-18, PER ASTM D 22416" AND LARGER DUCTILE IRON PIPE PER AWWA C150SMALLER THAN 6" EITHER COPPER TUBE TYPE "L" (SOFT) PERANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241.13. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING.14. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIREDEPT. CONNECTION POINTS, OR OTHER WATER USING APPURTENANCES CONNECTED TO THESUPPLY LINE BETWEEN ANY WATER METER AND ITS REQUIRED BACKFLOW PREVENTER.15. BACKFLOW PREVENTIOPN ASSEMBLIES TO BE INSTALLED ABOVE-GROUND SHALL BE INSTALLEDWITHIN INSULATED ENCLOSURE AND PER JURISDICTIONAL REQUIREMENTS. ENCLOSURES SHALLINCLUDE DRAIN PORT(S) FOR DISCHARGE WATER. CONTRACTOR SHALL ENSURE THE BACKFLOWPREVENTION ASSEMBLY AND ENCLOSURE IS INSTALLED OUTSIDE OF SIGHT DISTANCETRIANGLES AT INTERSECTIONS WITH VEHICULAR TRAVEL WAYS.16. ALL BACKFLOW PREVENTERS SHALL BE HEATED.1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS PRIOR TO CONSTRUCTION.CONTRACTOR IS RESPONSIBLE FOR OBTAINING AN ENCROACHMENT AGREEMENT PERMIT, ASREQUIRED, TO CONSTRUCT UTILITY CONNECTIONS.2. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSEDWELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITSREQUIRED.3. REFER TO ARCHITECTURAL /MECHANICAL, ELECTRICAL AND PLUMBING PLANS FORCONTINUATION OF UTILITIES WITHIN 5 FEET OF STRUCTURES.4. THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING ANDPROTECTING ALL PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE IN ORADJACENT TO THE CONSTRUCTION SITE. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION,GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT 811 FOR THEIDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE.5. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THEENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLYVERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTINGUNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN AREENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THECONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THEVICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALLDAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY ANDALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANYDAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OFEXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME.IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANYOR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINEDREGARDING THE METHOD TO USE FOR SUCH WORK.6. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED UTILITIES BE ENCOUNTERED, THECONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY FOR DIRECTIONS.7. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTINGUTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING,OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE UTILITY PROVIDER FORPROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. THE CONTRACTORSHALL COORDINATE ANY INTERRUPTION OF UTILITY SERVICE WITH OWNER(S) AND RESPECTIVEUTILITY COMPANY REPRESENTATIVE.8. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORECONNECTING TO ANY EXISTING LINE.9. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TOINSTALL UNDERGROUND ELECTRIC,TELEPHONE, SEWER, WATER, AND COMMUNICATIONCONDUITS.PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRINGREMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIRPRESENT CONDITION UNLESS OTHERWISE SHOWN.10. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL POWER COMPANYSTANDARDS.11. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATIONREQUIREMENTS AND SPECIFICATIONS.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARYINSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICECOMPANIES.12. PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTHGREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING ANDPROPOSED CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICALBENDS AS REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSINGUTILITIES.13. WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOXCOVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BEADJUSTED FLUSH WITH THE PROPOSED GRADE.14. THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTINGBUILDINGS, ETC. WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THEOWNER, UTILITY COMPANIES, AND GOVERNING AUTHORITIES. THE CONTRACTOR SHALL INSTALLAS NECESSARY, TEMPORARY SITE LIGHTING, GAS, SANITARY, WATER, STORM, ELECTRIC,TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN.15. ALL PROPOSED STUBS SHALL BE CAPPED AND SHALL BE PROVIDED WITH FIELD MARKERS.16. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN(BY OTHERS).17. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BYOTHERS).18. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, SURVEYED, AND APPROVED BEFOREBACKFILLING.19. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.20. ALL CHANGES IN DIRECTION OF THE CONDUIT SHALL UTILIZE STANDARD SWEEPS WITH AMINIMUM BENDING RADIUS LISTED IN THE NEC. NO MORE THAN (2) 90-DEGREE BENDS WILL BEALLOWED BETWEEN PULLING POINTS, OR A TOTAL OF 180 DEGREES COMBINED IN SEVERALBENDS. PULL BOXES SHALL BE LOCATED EVERY 400 FEET UNLESS THE COMBINED TOTAL OFBENDS REQUIRE ADDITIONAL MANHOLES.21. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICALCLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE).22. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES GRAVITY SEWERLINES AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THECONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS,MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL ANDCOMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDEDREQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS.IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCYREQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.23. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THEMANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGSWITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPESSHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEENLOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THEPLANS.24. ALL PHASES OF INSTALLATION, INCLUDING UNLOADING, TRENCHING, LAYING AND BACK FILLING,SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER. ALL PIPE AND FITTINGS SHALL BECAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BETAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY DUCTILE IRON PIPE FITTINGS.ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, INTHE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED.ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELYREMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.25. WATER FOR FIRE FIGHTING SHALL BE AVAILABLE FOR USE PRIOR TO COMBUSTIBLES BEINGBROUGHT ON SITE.26. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALLBE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONALAGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THEJURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENTSHALL GOVERN.27. UNDERGROUND WATER AND SANITARY SEWER LINES SHALL BE SURVEYED BY STATE LICENSEDPROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING.28. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THESPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUTMAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND AMANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TOTHE UTILITY PROVIDERS, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED.29. IF DETERMINED NECESSARY BY THE LOCAL JURISDICTION, THE CONTRACTOR SHALL ABANDONEXISTING WATER METERS. CUT THE CORPS OFF, AND AIR-GAP THE SERVICES.30. UNDERGROUND UTILITY, INCLUDING STORMWATER PIPES, SHALL BE INSTALLED IN ACCORDANCEWITH THE FOLLOWING STANDARDS:A. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME.B. EXCAVATED MATERIAL SHALL BE LACED ON THE UPHILL SIDE OF TRENCHES.SANITARY SEWER NOTES1. CONTRACTOR TO LOCATE LATERAL CONNECTIONS TO BUILDING PER PLUMBING PLANS.2. PLACE CLEAN-OUTS ON SANITARY SEWER LATERALS AS REQUIRED BY PLUMBING CODE.3. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES AND AREROUNDED TO THE NEAREST FOOT.4. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BEMAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATERLINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUMSEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPEWATER PIPE FOR THE SEWER PER DETAIL.5. SANITARY SEWER PIPE SHALL BE AS FOLLOWS:8" PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP8" PVC SDR26 PER ASTM D 3034, FOR PIPES MORE THAN 12' DEEP6" PVC SCHEDULE 40DUCTILE IRON PIPE PER AWWA C1506. WHENEVER VERTICAL DISTANCE BETWEEN OUTGOING AND INCOMING SEWERS IS MORE THAN 2FEET A OUTSIDE DROP MANHOLE SHALL BE INSTALLED.7. SANITARY SEWER STRUCTURES SHALL BE AS FOLLOWS:48" DIAMETER PRECAST CONCRETE MANHOLE PER ASTM C478.48" DIAMETER PRECAST POLYETHYLENE IN ACCORDANCE WITH ASTM D1248. MANHOLESSHALL HAVE A COMPRESSIVE STRENGTH THAT MEETS ASTM D2412.8. ALL MANHOLES AND CLEANOUTS SHALL BE H20 TRAFFIC GRADE AND RATED WITH HEAVY DUTYCOVERS AND FRAMES PER THE SAME.CONSTRUCTION TESTING1. IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN ALL TESTS REQUIRED BY THEJURISDICTIONAL AGENCIES HAVING AUTHORITY.2. IF DETERMINED BY THE OWNER, THE CONTRACTOR SHALL PROVIDE ADDITIONAL CONSTRUCTIONTESTING. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR REQUIREDCONSTRUCTION TESTING.3. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTSSHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE TESTINGLABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE OWNER. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURESTHAT THE WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE SPECIFICATIONS.4. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENTTO THE OWNER AND DESIGN ENGINEER OF RECORD DIRECTLY FROM THE TESTING AGENCY.5. EACH BACKFLOW PREVENTION ASSEMBLY IS REQUIRED TO BE TESTED BY AJURISDICTIONALLY-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM INSERVICE.CDOT NOTESSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A R CHITECT ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCGENERAL NOTESC0-2
EXISTING CONDITIONS PLAN - C1-0EXEXEXEXEXEXEXEXEXEXISISISISISISISISTITITITITITITITITINGNGNGNGNGNGNGNGNGNG C C C C C C C CONONONONONONONONONONDIDIDIDIDIDIDITITITITITITITITITIONONONONONONONONONONS S S S S S S PLPLPLPLPLPLPLPLPLANANANANANANANANAN - - - - - - - C1C1C1C1C1C1C1C1C1C1-0-0-0-0-0-0-0-0-0
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyVacantParcel75VAN31VANVANVANVANPOOLLEASINGCLUBTRASHUPSTAIR #1DATASTO.B2-HCA2-HCA2.1B2-HCB2BREEZEWAY ABOVEELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2STAIR
#3ELEV.LOBBY7131 UNITSARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCTREE PROTECTIONPLANC1-1Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSFAMILY DEVELOPMENTPLANS FOR THIS AREATREE PROTECTION CALCULATIONSA 15% MINIMUM OF THE OVERALL COMMERCIAL SITE MUST BE PRESERVED ASCOMMERCIAL TREE SAVE AREA. IF LESS THAN 15% OF THE SITE HAS EXISTINGTREES, ADDITIONAL TREES SHALL BE PLANTED AT A RATE OF 36 TREES PER ACRE.IN THE EVENT ANY AREA OF THE COMMERCIAL TREE SAVE AREA CANNOT BEPROTECTED TREES MUST BE RE-PLANTED AT 150% PERCENT OF THE AREAREMOVED.OVERALL SITE ACREAGE = 3.48 AC3.48 X 0.15 = 0.52 AC TREE SAVE AREA REQUIREDTREE SAVE AREA (EXISTING CANOPY PRESERVED) = 0.43 ACPAYMENT IN LIEU: 0.52 AC - 0.43 AC = 0.09 AC$80,100 * 0.09 = $7,209TREE PROTECTION NOTES1. THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS THAT RECEIVETREE PROTECTION FENCE. SEE SHEET C550 FOR TREE PROTECTION FENCEDETAIL. THE CONTRACTOR IS ALSO REQUESTED TO SAVE ALL OTHER EXISTINGTREES AND SHRUBS WHERE POSSIBLE AND INDICATED ON THE PLAN.2. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISCTRENCHER AND IMMEDIATELY COVER ALL ROOT CUT SURFACES LARGER THANTWO INCHES IN DIAMETER WITH TREE WOUND DRESSING. USE PLYWOODFORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB AND GUTTEROR SIDEWALK.3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC,BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED INTHE TREE PROTECTION AREAS.4. NO GRUBBING WITHIN TREE PROTECTION AREAS. LEAVE SOIL AND LEAF LITTERUNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITHGRASS ONLY IN DISTURBED AREAS.5. TREE PROTECTION FENCE MUST BE INSTALLED BEFORE ANY DEMOLITION,CLEARING, GRADING OR CONSTRUCTION BEGINS AND IS NOT REMOVED UNTILAFTER CONSTRUCTION.6. TREE PROTECTION FENCE FOR TREES WITHIN THE SETBACK OR RIGHT-OF-WAYARE TO BE LOCATED AWAY FROM THE TREES A DISTANCE OF EITHER 1 FOOTPER TREE DIAMETER INCH OR HALF THE HEIGHT OF THE TREE, WHICHEVER ISGREATER, PER THE DETAIL SHEET.STREAM BUFFER PRESERVATION NOTES1. THE STREAM BUFFER PRESERVATION AREA SHOWN IS TO BE PRESERVED INPERPETUITY FOR COMPLIANCE WITH LOCAL STREAM BUFFER REGULATIONS.ANY DISTURBANCE OF THIS AREA MUST BE APPROVED BYCHARLOTTE-MECKLENBURG STORMWATER SERVICES.2. STREAM BUFFER PRESERVATION AREA TO BE RECORDED AT THE REGISTER OFDEEDS PRIOR TO CERTIFICATE OF OCCUPANCY RELEASE.EXISTING STREAM BUFFER AREA = 22,315 SFPRESERVED STREAM BUFFER = 17,401 SFON-SITE MITIGATION AREA = 12,195 SFTOTAL NEW BUFFER AREA = 29,596 SFTREE PROTECTION FENCETREE PROTECTION AREA: EXISTING CANOPY TOBE PROTECTEDSTREAM BUFFER PRESERVATIONSTREAM BUFFER IMPACT AREA
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XXXXXXXXPHASE 2PHASE 2AAKEXISTING JERSEY WALLTO BE DEMOLISHEDKKNOTE TO CONTRACTORALERT TO CONTRACTOR:CONTRACTOR SHALL TAKE EXTREME CARE WHEN WORKING AROUND EXISTING UTILITIES.CONTRACTOR SHALL REPAIR ANY DAMAGED FEATURES/UTILITIES TO THAT OF EXISTING ORBETTER CONDITION.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO ANY DAMAGED ROADWAYS,CURB AND GUTTER, ASPHALT, ETC.CONTRACTOR SHALL COMPLETELY REMOVE ALL FEATURES WITHIN THE LIMITS OF CONSTRUCTION /OVERALL PROJECT BOUNDARY IN ORDER TO CONSTRUCT PROPOSED IMPROVEMENTS AS SHOWN INTHESE PLANS.PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER,WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY ANDCALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEC AND THEOWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATIONSHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEC AND ITS CLIENTS SHALLBE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION.Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A R CHITECT NORTHDEMOLITION LEGENDXXXXXXXTPLODDEMOLITION KEY NOTE LEGENDEXISTING IMPROVEMENT TO REMAIN. ADJUSTMENT TO PROPOSED GRADES MAY BEREQUIRED.RELOCATE EXISTING IMPROVEMENT. REFER TO CIVIL PLANS FOR PROPOSEDLOCATION. COORDINATE RELOCATION WITH THE LOCAL GOVERNING AGENCY OROWNER IF PRIVATE.ABANDON EXISTING IMPROVEMENT IN PLACE.REMOVE EXISTING IMPROVEMENT IN ITS ENTIRETY. BACKFILL WITH COMPACTEDGRANULAR MATERIAL TO PROPOSED GRADE PER GRADING PLAN.EXISTING PAVEMENT TO BE MILLED. (MINIMUM 1.5 INCHES AVERAGE DEPTH) CLEANSURFACE AND APPLY TACK COAT PRIOR TO THE APPLICATION OF THE ASPHALTMATERIAL.REMOVE EXISTING TREE AND OR CLEAR EXISTING TREE LINE. CONTRACTOR SHALLEXERCISE ALL NECESSARY PRECAUTIONS TO PROTECT THE EXISTING VEGETATIONTO REMAIN AND REMOVE ONLY THOSE TREES THAT AFFECT INSTALLATION OF THEPROPOSED IMPROVEMENT.REMOVE EXISTING ASPHALT PAVEMENT, CURB AND GUTTER, OR CONCRETE WALKPER SPECIFICATIONS. SAWCUT A CLEAN EDGE.OPEN CUT TRENCH. REMOVE EXISTING PAVEMENT, CURB, (SIDEWALK) TO FACILITATEUTILITY INSTALLATION. SAWCUT A CLEAN EDGE ON BOTH SIDES OF TRENCH. THECONTRACTOR WILL BE RESPOSIBLE FOR RESTORATION OF THE EXISTING STREETPAVING AND ANY LAND COVER OR STRUCTURE TO ITS ORIGINAL OR BETTERCONDITION.REMOVE EXISTING BUILDING. REMOVE ALL FOUNDATION WALLS, SLABS ANDFOOTINGS. REMOVE ANY EXISTING STONE OR OTHER MATERIAL TO EXPOSESUBGRADE. BACKFILL WITH COMPACTED GRANULAR MATERIAL TO PROPOSED GRADEPER GRADING PLAN.RELOCATE EXISTING PRESSURE LINE, VALVE AND FITTINGS, METERS, STRUCTUREAND ANY OTHER APPURTANCES TO THE LOCATION PROVIDED ON THE UTILITY PLAN.COORDINATE RELOCATION WITH THE LOCAL GOVERNING AGENCY OR OWNER IFPRIVATE.REMOVE EXISTING PRESSURE LINE, VALVE AND FITTINGS, METERS, STRUCTURE ANDANY OTHER APPURTANCES. COORDINATE REMOVAL WITH THE LOCAL GOVERNINGAGENCY OR OWNER IF PRIVATE.REMOVE EXISTING GRAVITY LINE, STRUCTURES AND ANY OTHER APPURTANCES.COORDINATE REMOVAL WITH THE LOCAL GOVERNING AGENCY OR OWNER IF PRIVATE.TREE PRESERVATIONLIMITS OF DISTURBANCEABCDEFGHIJKLTPTPLODLODXARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCDEMOLITION PLANC1-3TREE PROTECTION LEGENDTP
GRADING NOTESGENERAL SWPPP NOTESEROSION CONTROL NOTESCONSTRUCTION SEQUENCEGENERAL SWPPP NOTESONCE THE TRAILER, PARKING, LAYDOWN, WHEEL WASH, CONCRETE WASHOUT, MASON'S AREA, FUEL AND MATERIAL STORAGEMATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, PAVEMENT PULVERIZATION, ETC. ARE IN PLACE, CONTRACTORSHALL DENOTE THE LOCATIONS ON THE PLAN. IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL ISEXPORTED TO ON THE PLANS.PHASE I1. STAKE/FLAG THE LIMITS OF DISTURBANCE (LOD). THE LOD IS TO REMAIN CONSPICUOUSLY MARKED THROUGHOUT THEENTIRE CONSTRUCTION PROJECT.2. INSTALL SWPPP SIGN AND STABILIZED CONSTRUCTION EXIT.3. INSTALL PERIMETER CONTROL BMPS, COIR WATTLES, STONE FILTER RINGS, SILT FENCES, J-HOOKS, AND INLETPROTECTION AS SHOWN ON THE SITE MAPS. CLEAR ONLY THE MINIMUM AREA NECESSARY TO INSTALL THE PERIMETERCONTROL BMPS.4. PREPARE TEMPORARY PARKING, STORAGE AND STOCKPILE AREAS.5. CONSTRUCT AND STABILIZE SEDIMENT BASIN PER THE DETAILS. INSTALL SKIMMERS, RIP-RAP APRONS, BAFFLES, ANDTEMPORARY OUTFALL CONTROL STRUCTURE AND PIPES PER SEDIMENT BASIN DETAILS. IMMEDIATELY STABILIZE SIDESLOPES WITH NORTH AMERICAN GREEN SC150 EROSION CONTROL BLANKET AND TEMPORARY SEED SIDE SLOPES ANDEMBANKMENTS.6. INSTALL TEMPORARY DIVERSIONS DITCHES WITH ASSOCIATED COIR WATTLE CHECK DAMS AND RIP-RAP APRONS ANDSLOPE DRAINS. STABILIZE SIDE SLOPES AND FLOW LINE OF THE TEMPORARY DIVERSIONS WITH EROSION CONTROLBLANKET PER THE DETAIL, AND AS SPECIFIED IN THE DIVERSION DITCH CALCULATIONS. CONTINUOUSLY REFRESH CHECKDAMS AS SEDIMENT BUILDS.PHASE II1. BEGIN CLEARING, GRUBBING, AND STRIPPING THE SITE.2. BEGIN EARTHWORK/GRADING ACTIVITIES, SIMULTANEOUSLY CONSTRUCT DRY DETENTION BASIN C WHENEVER THE GCDEEMS APPROPRIATE WITH APPROPRIATE INTERCONNECTING PIPES PER THE PLAN AND PROFILE SHEETS, OUTFALLSTRUCTURES PER THE DETAILS AND INSTALL RIP-RAP APRONS.3. MAINTAIN AND VERTICALLY ADJUST ALL CHECK DAMS, INLET PROTECTION DEVICES, DITCHES, AND PERIMETERCONTROLS THROUGHOUT GRADING ACTIVITIES TO MAINTAIN DRAINAGE PATTERNS.4. BEGIN PLACEMENT OF MATERIAL FOR THE BUILDING PAD.5. AS CONSTRUCTION CONTINUES, TEMPORARILY SEED DENUDED AREAS THAT WILL BE INACTIVE AS SPECIFIED IN THEGENERAL PERMIT. INSTALL EROSION CONTROL BLANKET ON SLOPES 3:1 OR GREATER.6. BEGIN INSTALLATION OF UTILITIES, STORM SEWERS, AND CURBS AND GUTTERS.7. INSTALL INLET PROTECTION PER THE DETAILS AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE ISINSTALLED.8. DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.9. TEMPORARILY OR PERMANENTLY STABILIZATION ALL AREAS WITHIN 7 DAYS OF REACHING INTERMEDIATE GRADE OR ASSPECIFIED BY THE GENERAL PERMIT.PHASE iii10. BEGIN CONSTRUCTION OF BUILDING PAD AND STRUCTURES11. PREPARE SITE FOR PAVING AND PAVE SITE.12. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES.13. COMPLETE GRADING AND INSTALL PERMANENT STABILIZATION OVER ALL AREAS WITHIN 7 DAYS OF REACHING FINALGRADE OR AS SPECIFIED BY THE GENERAL PERMIT. UPON PERMANENT STABILIZATION OF AREAS UPSTREAM OF THESEDIMENT BASINS, CONVERT SEDIMENT BASINS TO PERMANENT BMPS BY INSTALLING PERMANENT OUTLET CONTROLSTRUCTURES, JETTING ALL PERMANENT STORMWATER CONVEYANCE MEASURES, AND REMOVING ACCUMULATEDSEDIMENT, JUTE NET BAFFLES, AND SKIMMERS.14. UPON PERMANENT STABILIZATION, AND CONCURRENCE OF STABILIZATION FROM ROWAN COUNTY, REMOVE ALLREMAINING BMPS.1. PRIOR TO CONSTRUCTION THE CONTRACTOR MUST CLEARLY DELINEATE AND MARK OFF AREAS IDENTIFIED IN THE SWPPPOR IN THE FIELD, TO BE PROTECTED (SUCH AS STREAMS/WETLANDS, NATURAL BUFFERS, TREE, HABITATS OFENDANGERED/THREATENED SPECIES, HISTORIC PROPERTIES, ETC.)2. BMPS PROPOSED FOR SITE DEVELOPMENT HAVE BEEN DESIGNED TO ADDRESS CONSTRUCTION STORMWATER RUNOFF. INTHE EVENT THE BMPS BECOME INEFFECTIVE AT PREVENTING SEDIMENT FROM LEAVING THE SITE, IT IS THECONTRACTORS RESPONSIBILITY TO IMPLEMENT ADDITIONAL BMPS.THE CONTRACTOR SHALL CONTINUOUSLY MAINTAINBMPS AS DESCRIBED IN THE GENERAL PERMIT . ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BEREQUIRED BY A REPRESENTATIVE OF THE COUNTY OR NCDEQ.3. CONTRACTOR SHALL FIELD LOCATE WASTE, BARROW, AND EQUIPMENT STORAGE. LOCATIONS SHALL BE DENOTED BY THECONTRACTOR ON THE SITE MAPS.4. IT IS THE CONTRACTORS RESPONSIBILITY TO PERFORM REQUIRED MAINTENANCE OF ALL EROSION CONTROL ANDSEDIMENT CONTROL DEVICES TO ENSURE THEIR FUNCTIONALITY AT ALL TIMES. EROSION AND SEDIMENT CONTROLMEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN NECESSARY, AND SHALL BE CHECKED AFTEREVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RE-SEEDED ANDMULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.5. STABILIZATION MEASURES SUCH AS DAMS, DIKES AND DIVERSIONS SHALL BE APPLIED TO ALL EROSION CONTROLMEASURES IMMEDIATELY AFTER INSTALLATION.6. ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS WHEN THE BASIN IS 50% FULL.7. ACCUMULATED SEDIMENT IN SEDIMENT TRAPS AND DIVERSION DITCHES SHALL BE CLEANED OUT WHEN THE STORAGECAPACITY HAS BEEN APPROXIMATED 20% FILLED. GRAVEL SHALL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOLNO LONGER DRAINS PROPERLY.8. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES 6 INCHES DEEP AT THE FENCE. THEFENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A SUFFICIENT BARRIER.9. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED ONTO ADJACENT ROADWAYS BY VEHICLES EXITING THE SITESHALL BE CLEANED OR REMOVED IMMEDIATELY.10. CONTRACTORS SHALL PREVENT ANY SILTATION FROM ENTERING THE STORM SEWER SYSTEM. ALL INLETS AND INLETOPENINGS SHALL BE FULLY ENCIRCLED WITH APPROPRIATE INLET PROTECTION DEVICES.11. CONSTRUCTION ENTRANCE SHALL BE LOCATED SO AS TO PROVIDE THE LEAST AMOUNT OF DISTURBANCE TO THE FLOWOF TRAFFIC IN AND OUT OF THE SITE. ADDITIONALLY THE CONSTRUCTION ENTRANCE SHALL BE LOCATED TO COINCIDEWITH THE PHASING OF CONSTRUCTION. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALLCONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREA. TWOTO THREE INCH STONE SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, SEE EROSIONCONTROL DETAIL SHEET.12. ACCUMULATIONS OF TRACKED AND DEPOSITED SEDIMENT MUST BE REMOVED FROM OFF-SITE PAVED SURFACES WITHIN24 HOURS OR SOONER IF REQUIRED. SEDIMENT TRACKING MUST BE MINIMIZED BY THE APPROPRIATE MANAGEMENTPRACTICE, LIKE A DEDICATED SITE EXIT WITH AN AGGREGATE SURFACE OR DESIGNATED OFFSITE PARKING AREA.CONTRACTOR IS RESPONSIBLE FOR STREET SWEEPING AND/OR SCRAPING IF YOUR PRACTICES ARE NOT ADEQUATE TOPREVENT SEDIMENT FROM BEING TRACKED FROM THE SITE. MUD ON THE PUBLIC ROADWAYS MUST BE CLEANEDIMMEDIATELY.13. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THESOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINALAPPLICATION.14. CONTRACTOR SHALL PROVIDE INLET PROTECTION FOR ANY AFFECTED INLETS DOWNSTREAM OF THE PROPOSEDIMPROVEMENTS, IF NEEDED.15. THE CONTRACTOR SHALL LOCATE STAGING AREAS TO LIMIT THE EXPOSURE OF CONSTRUCTION MATERIALS TOSTORMWATER APPURTENANCES.16. WEEKLY INSPECTIONS OF BMPS ARE REQUIRED AND INSPECTIONS ARE REQUIRED WITHIN 24 HOURS AFTER EVERY RAINEVENT OF 0.5 INCHES WITHIN A 24 HOUR PERIOD. REFER TO THE SWPPP AND GENERAL PERMIT DOCUMENTS FORINSPECTION/RECORD KEEPING REQUIREMENTS.17. CONTRACTOR SHALL PLACE EROSION CONTROL BLANKET (NORTH AMERICAN GREEN SC150 OR APPROVED EQUAL) ON ALLSITE AREAS WITH SLOPES GREATER THAN 2:1, AND IN THE BOTTOM AND SIDE SLOPES OF ALL SWALES.18. PRIOR TO FINAL ACCEPTANCE, HAUL ROADS AND WATERWAY CROSSINGS CONSTRUCTED FOR TEMPORARY CONTRACTORACCESS MUST BE REMOVED, ACCUMULATED SEDIMENT REMOVED FROM THE WATERWAY AND THE AREA RESTORED TOTHE ORIGINAL GRADE AND REVEGETATED. ALL LAND CLEARING SHALL BE DISPOSED OF IN APPROVED SPOIL DISPOSALSITES.19. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS BEENESTABLISHED. PERMANENT STABILIZATION SHALL BE ESTABLISHED AS DEFINED BY THE GENERAL PERMIT PRIOR TO FINALACCEPTANCE.20. ALL CONTROL DEVICES THAT FUNCTION SIMILARLY TO SILT FENCE OR FIBER ROLLS MUST BE REPAIRED, REPLACED ORSUPPLEMENTED WITH EFFECTIVE CONTROLS WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHESONE-THIRD THE HEIGHT OF THE DEVICE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF THE RAINFALL EVENT ORAS SOON AS FIELD CONDITIONS ALLOW ACCESS.21. ALL SEDIMENT DELTAS AND DEPOSITS MUST BE REMOVED FROM SURFACE WATERS, DRAINAGE WAYS, CATCH BASINS ANDOTHER DRAINAGE SYSTEMS. ALL AREAS WHERE SEDIMENT REMOVAL RESULTED IN EXPOSED SOIL MUST BERESTABILIZED. THE REMOVAL AND STABILIZATION MUST TAKE PLACE IMMEDIATELY, BUT NO MORE THAN 7 DAYS AFTERTHE RAINFALL EVENT UNLESS PRECLUDED BY LEGAL, REGULATORY OR PHYSICAL ACCESS CONSTRAINTS. ALLREASONABLE EFFORTS MUST BE USED TO OBTAIN ACCESS. ONCE ACCESS IS OBTAINED, REMOVAL AND STABILIZATIONMUST TAKE PLACE IMMEDIATELY, BUT NO MORE THAN 7 DAYS LATER. CONTRACTOR IS RESPONSIBLE FOR CONTACTINGALL APPROPRIATE AUTHORITIES AND RECEIVING THE APPLICABLE PERMITS PRIOR TO CONDUCTING ANY WORK.22. PUMPING SEDIMENT LADEN WATER INTO ANY STORMWATER FACILITY THAT IS NOT DESIGNATED TO BE A SEDIMENT TRAP,DRAINAGEWAY, OR OFFSITE AREA EITHER DIRECTLY OR INDIRECTLY WITHOUT FILTRATION IS PROHIBITED.23. SOIL STOCKPILES SHALL NOT BE LOCATED IN A DRAINAGEWAY, STOCKPILES . FLOOD PLAIN AREA OR A DESIGNATEDBUFFER. ALL STOCKPILES SHALL BE IMMEDIATELY STABILIZED AS REQUIRED BY THE GENERAL PERMIT24. ALL TEMPORARY STORMWATER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYSAFTER FINAL STABILIZATION IS ACHIEVED.TRAPPED SEDIMENT AND OTHER DISTURBED SOILS RESULTING FROMTEMPORARY MEASURES SHALL BE PROPERLY DISPOSED OF PRIOR TO PERMANENT STABILIZATION.25. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TODISCHARGE TO RECEIVING OUTLET. WATER REMOVED FROM TRAPS, BASINS, AND OTHER WATER HOLDING DEPRESSIONSOR EXCAVATIONS MUST FIRST PASS THROUGH A SEDIMENT CONTROL AND/OR FILTRATION DEVICE. WHEN DEWATERINGDEVICES ARE USED, DISCHARGE LOCATIONS SHALL BE PROTECTED FROM EROSION.26. ALL DRAINAGE SWALES MUST BE GRADED AND RIP-RAP MUST BE REPLACED AS REQUIRED TO CONTROL EROSION. RIP-RAPWILL CONSIST OF 50 - 125 POUND STONES PLACED AT ALL HEADWALLS, AND WHERE NOTED ON CONSTRUCTIONDRAWINGS. SEE DETAIL SHEET FOR OUTFALL PIPE SIZE CHART.27. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED FOR ADDITIONAL CONTRACTOR LAYDOWN AREA.CONTRACTOR TO COORDINATE WITH ENGINEER DURING CONSTRUCTION. THE LIMITS OF DISTURBANCE SHOULD CONTAINANY ADDITIONAL LAYDOWN AREAS. IF ADDITIONAL LAYDOWN AREA IS NEEDED OUT SIDE THE LIMITS OF DISTURBANCE, AREVISED EROSION CONTROL PLAN SHOULD BE REVIEWED AND PERMITTED.28. NO PARKING SHALL BE LOCATED OUTSIDE THE LIMITS OF DISTURBANCE.29. NO CONSTRUCTION LAYDOWN OR STAGING SHALL BE LOCATED OUTSIDE THE LIMITS OF DISTURBANCE.30. CONTRACTOR TO ENSURE THAT SEDIMENT LADEN RUNOFF DOES NOT LEAVE SITE LIMITS OR ENTER PROTECTED AREAS.ANY SEDIMENT DEPOSITED BEYOND DISTURBED AREA WITHIN SITE LIMITS SHALL BE REMOVED.1. CONTRACTOR SHALL REVIEW THE GENERAL PERMIT PRIOR TO COMMENCING CONSTRUCTION ACTIVITY. IN NORTHCAROLINA THE APPROVED EROSION CONTROL PLAN AND THE NCG01 CONSTRUCTION GENERAL PERMIT ARE CONSIDEREDTHE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVEDPLANS AND GENERAL PERMIT ONSITE AT ALL TIMES.2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF NORTH CAROLINALAW AND IS SUBJECT TO A FINE.3. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALLBE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THENORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.4. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROLMEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA DEPARTMENT OFENVIRONMENTAL QUALITY (NCDEQ) EROSION AND SEDIMENT CONTROL REGULATIONS,5. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.6. SELF INSPECTIONS SHALL BE PERFORMED AS REQUIRED BY THE GENERAL PERMIT AND AS DESCRIBED ON THESEEROSION AND SEDIMENT CONTROL PLANS.7. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.8. CONSTRUCTION ENTRANCE SHALL BE LOCATED SO AS TO PROVIDE THE LEAST AMOUNT OF DISTURBANCE TO THE FLOWOF TRAFFIC IN AND OUT OF THE SITE. ADDITIONALLY, CONSTRUCTION ENTRANCE SHALL BE LOCATED TO COINCIDE WITHTHE PHASING OF THE PAVEMENT REPLACEMENT.9. POST CONSTRUCTION STORM WATER POLLUTION CONTROL MEASURES INCLUDE STABILIZATION BY PERMANENT PAVING,DRAINAGE SYSTEM STRUCTURE, OR LANDSCAPING.10. TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLETIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORECOMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALLBE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL ANDLANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING.11. BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERINGPRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE ANDINLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF.12. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE ATALL TIMES. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES ANDSTRUCTURES TO MINIMIZE EROSION.13. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDEQ EROSION CONTROL INSPECTOR SO THAT PERIODICINSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.14. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONSWARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. CONTACTPROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROLMEASURES ARE INSTALLED PRIOR TO OFF-SITE GRADING.15. ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS DEFINEDBY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA NATIONALRESPONSE CENTER (1-800-424-8802) AND THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURALRESOURCES (1-800-858-0368).THE STATE REPORTABLE QUANTITY FOR PETROLEUM PRODUCTS IS: 25 GALLONS MINIMUMOR IF IT CAUSES A SHEEN ON NEARBY SURFACE WATER OR IF IT IS 100 FEET OR LESS FROM A SURFACE BODY OF WATER.NC GENERAL STATUTES - CHAPTER 143 ARTICLE 21A16. THE CONTRACTOR SHALL MAINTAIN JURISDICTIONALLY REQUIRED BUFFERS OF UNDISTURBED NATURAL VEGETATIONBETWEEN THE DISTURBED PORTIONS OF THE SITE AND SURFACES WATERS AT ALL TIMES. BUFFERS SHALL BE MAINTAINEDIN ACCORDANCE WITH THE REQUIREMENTS OF THE JURISDICTION.17. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING,BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE CONTRACTOR SHALLPREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO THEAPPROPRIATE GOVERNING ENTITY FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALLNECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEERA COPY OF THE AMENDED PERMIT.DEMOLITION NOTES1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.2. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND LAWFUL DISPOSAL OF ALL STRUCTURES,PAVING, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIESTO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTEDFILL MATERIAL AS NECESSARY.3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ALL EXISTING FACILITIES AND OUTLOTS AT ALL TIMES.UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE SERVICE PROVIDERS ANDCOORDINATION THROUGH THE PROPERTY OWNER(S).4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/ORRELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONSOF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TOTHE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BESTINFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NORESPONSIBILITY FOR THEIR ACCURACY. THE ITEMS SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, ORAS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTIONAROUND ANY ANTICIPATED FEATURES. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALLNOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES.6. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED ORRELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FORRELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTHTRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANYROAD RIGHT OF WAY DURING CONSTRUCTION.7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHERAPPROPRIATE BEST MANAGEMENT PRACTICES) AS REQUIRED BY THE GOVERNING AGENCY.8. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING BUSINESSES AND PROPERTIES AT ALL TIMESDURING DEMOLITION OF THE EXISTING IMPROVEMENTS AND CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.CONTRACTOR SHALL COORDINATE WITH THE OWNER(S)/ LEASEE(S) PRIOR TO ANY CONSTRUCTION TO ESTABLISHCUSTOMER ACCESS AND TRAFFIC FLOW DURING ALL PHASES.9. SHOULD CONSTRUCTION ACTIVITIES DAMAGE EXISTING FEATURES, THE CONTRACTOR SHALL REPLACE THE FEATURESWITH NEW MATERIALS. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'SEXPENSE.10. CONTRACTOR MAY LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS NECESSARY AND ASSHOWN ON THESE PLANS. IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THECONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR.11. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.1. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TOREQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATEALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.2. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THEGEOTECHNICAL ENGINEERS SPECIFICATIONS. FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEERPRIOR TO PLACEMENT.5. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.THE CONTRACTOR SHALL COORDINATEWITH THE GEOTECHNICAL ENGINEER FOR APPROPRIATE SLOPE STABILIZATION ON ALL SLOPES STEEPER THAN 3:1.6. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK IS ENCOUNTERED.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING AND SAFETY REQUIREMENTS7. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.8. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.9. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK PROVIDED BY THE SURVEYOR, AND THIS MUST BE VERIFIED BYTHE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. .10. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.11. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING ANDSPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TOTHE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITYFOR THE DESIGN(S) TO INSTALL SAID ITEMS.12. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING AND MOISTURE CONDITIONING NECESSARYTO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS.1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS.2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY AND STATE REGULATIONS AND CODES AND O.S.H.A.STANDARDS.3. ALL PUBLIC FACILITIES ARE TO BE CONSTRUCTED AS SPECIFIED BY CITY/COUNTY STANDARDS.4. NO WORK WITHIN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) RIGHT OF WAY SHALL TAKE PLACEWITHOUT ALL PERMITS.5. EXISTING FEATURES WITHIN THE CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED ASNECESSARY EXCEPT AS OTHERWISE NOTED. ALL COST SHALL BE INCLUDED IN BASE BID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORMDRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIESSPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. AREAS TO BEDISTURBED SHALL BE IMPROVED PER THE CIVIL PLANS OR RESTORED TO THEIR ORIGINAL OR BETTER CONDITION.CONTRACTOR SHALL REPAIR ANY EXISTING FEATURES THAT ARE DAMAGED DURING CONSTRUCTION TO THE EXISTING ORBETTER CONDITION.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY CESI. ALL INFORMATION ISTO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.8. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, IN ACCORDANCE WITH THE STANDARDSOF NCDOT AND ROWAN COUNTY9. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.10. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN THE ACTUALFIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.11. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN A UNOBSTRUCTED STATE ANDSHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHERACCUMULATIONS.12. ALL WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLINGCONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOROBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED.ANY WELL DISCOVERED DURING EARTH MOVING OREXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERYIS MADE.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANSDO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS AREDISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORKTHAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITHINSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER.STABILIZATION REQUIREMENTS1) SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILYOR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:i) ALL PERIMETER DIKES, SWALES, DITCHES, AND SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BEPROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENTWITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.ii) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVERAS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.2) CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALLAPPLY:i) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFICCONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.ii) ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE ISFLATTER THAN 4:1. SLOPES LESS THAN 50' SHALL APPLY GROUNDCOVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARESTEEPER THAN 3:1, THE 7 DAY-REQUIREMENT APPLIES.iii) ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT BUT SHALLREQUIRE STABILIZATION WITHIN 14 CALENDAR DAYS.iv) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THESLOPE IS STEEPER THAN 2:1 BUT SHALL REQUIRE STABILIZATION WITHIN 14 CALENDAR DAYS.v) ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICALSTABILIZATION, MAY BE ALLOWED ON A CASE-BY-CASE BASIS.vi) FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION-DEFINED "HIGH QUALITY WATER ZONE" (I5ANCAC 04A. 0105) , STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENTON ALL AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.vii) PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT EXISTING UTILITY AND/OR LIGHT POLES. ALLEXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BERELOCATED AT THE EXPENSE OF THE CONTRACTOR.Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT ESCP NOTESC2-0ARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE SENIOR SLP,LLC
CONSTRUCTION SEQUENCEPROPERTY LINELIMITS OF DISTURBANCEEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLIMITS OF DRAINAGE AREAPROPOSED BUILDING FOOTPRINTSOIL TYPESOIL TYPE BOUNDARYSLOPE ARROWSWPPP INFORMATION SIGNCONTRUCTION ENTRANCEPROPOSED TEMPORARY DIVERSIONPROPOSED 12" COIR WATTLE CHECK DAMTEMPORARY JUTE NET BAFFETEMPORARY RISER AND SKIMMERTEMPORARY SILT FENCETEMPORARY SILT FENCE J-HOOKTEMPORARY PROTECTION FENCE12" COIR WATTLE/FILTREX FILTER SOXXPERMANENT STORM PIPETEMPORARY STORM PIPE/SLOPE DRAININLET PROTECTIONSTONE FILTER RINGRIP-RAP DISSIPATER PADNAG DS75 OR EQUAL (UNLESSOTHERWISE SPECIFIED)EROSION CONTROL BLANKET/SLOPESTABILIZATIONTEMPORARY SEEDINGPERMANENT SEEDINGSISCETDCDJNSKSFJHPFCWSDIPSFRRRECBTSPSXxXINSPECTORNOTES TO CONTRACTORPATRICK STORZEROSION CONTROLCITY OF CHARLOTTE LANDDEVELOPMENT(704) 572-0114SOIL TYPES LEGEND:CeB2 - Cecil sndy clay loam, 2 to 8 percent slopes, moderately erodedCuB - Cecil-Urban land complex, 2 to 8 percent slopesCuD - Cecil-Urban land complex, 8 to 15 percent slopesMO - Monacan loam, 0 to 2 percent slopes, frequently flooded1. REFER TO GENERAL NOTES SHEET FOR EROSION CONTROL NOTES.2. PROJECT IS LOCATED IN THE SUGAR WATERSHED OF THE CENTRAL CATAWBA POSTCONSTRUCTION SOTRMWATER DISTRICT.3. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM ASITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THEMINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTEMANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANYACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISIONOF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT ORDIVISION OF WATER RESOURCES RULES AND REGULATIONS.4. STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY STORM DRAIN, BASIN,OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE.5. EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIESMUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECTAFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSIONAND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF INSPECTION REPORTSARE REQUIRED. A SAMPLE SELF-INSPECTION REPORT, AS WELL AS DETAILS OF THESELF-INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE.OUTFALLSOUTFALL 1: DISCHARGES TO A TRIBUTARY THAT LEEDS TO KINGS BRANCH AT THE SOUTHSIDE OF THE SITE. KINGS BRANCH EVENTUALLY DRAINS TO SUGAR CREEK.DISTURBED AREATOTAL DISTURBED AREA - ± 3.00 ACRESFarmhurst Drive(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyVacantParcel1POOLLEASINGCLUBUPSTAIR #1DATASTO.B2-HCA2-HCA2.1B2-HCB2BREEZEWAY ABOVE45 UNITSTD2SFKnow what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT ESCP PHASE 1C2-1NORTHSEE ARCHDALE FLATSFAMILY DEVELOPMENTPLANS FOR THIS AREAARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE SENIOR SLP,LLC
CONSTRUCTION SEQUENCEPROPERTY LINELIMITS OF DISTURBANCEEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLIMITS OF DRAINAGE AREAPROPOSED BUILDING FOOTPRINTSOIL TYPESOIL TYPE BOUNDARYSLOPE ARROWSWPPP INFORMATION SIGNCONTRUCTION ENTRANCEPROPOSED TEMPORARY DIVERSIONPROPOSED 12" COIR WATTLE CHECK DAMTEMPORARY JUTE NET BAFFETEMPORARY RISER AND SKIMMERTEMPORARY SILT FENCETEMPORARY SILT FENCE J-HOOKTEMPORARY PROTECTION FENCE12" COIR WATTLE/FILTREX FILTER SOXXPERMANENT STORM PIPETEMPORARY STORM PIPE/SLOPE DRAININLET PROTECTIONSTONE FILTER RINGRIP-RAP DISSIPATER PADNAG DS75 OR EQUAL (UNLESSOTHERWISE SPECIFIED)EROSION CONTROL BLANKET/SLOPESTABILIZATIONTEMPORARY SEEDINGPERMANENT SEEDINGSISCETDCDJNSKSFJHPFCWSDIPSFRRRECBTSPSXxXINSPECTORNOTES TO CONTRACTORPATRICK STORZEROSION CONTROLCITY OF CHARLOTTE LANDDEVELOPMENT(704) 572-0114SOIL TYPES LEGEND:CeB2 - Cecil sndy clay loam, 2 to 8 percent slopes, moderately erodedCuB - Cecil-Urban land complex, 2 to 8 percent slopesCuD - Cecil-Urban land complex, 8 to 15 percent slopesMO - Monacan loam, 0 to 2 percent slopes, frequently flooded1. REFER TO GENERAL NOTES SHEET FOR EROSION CONTROL NOTES.2. PROJECT IS LOCATED IN THE SUGAR WATERSHED OF THE CENTRAL CATAWBA POSTCONSTRUCTION SOTRMWATER DISTRICT.3. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM ASITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THEMINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTEMANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANYACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISIONOF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT ORDIVISION OF WATER RESOURCES RULES AND REGULATIONS.4. STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY STORM DRAIN, BASIN,OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE.5. EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIESMUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECTAFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSIONAND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF INSPECTION REPORTSARE REQUIRED. A SAMPLE SELF-INSPECTION REPORT, AS WELL AS DETAILS OF THESELF-INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE.OUTFALLSOUTFALL 1: DISCHARGES TO A TRIBUTARY THAT LEEDS TO KINGS BRANCH AT THE SOUTHSIDE OF THE SITE. KINGS BRANCH EVENTUALLY DRAINS TO SUGAR CREEK.DISTURBED AREATOTAL DISTURBED AREA - ± 3.00 ACRESFarmhurst Drive(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyVacantParcel1UPSTAIR #1DATASTO.B2-HCA2-HCA2.1B2-HCB2BREEZEWAY ABOVEELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2STAIR
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ELEV.LOBBY131 UNITS45 UNITSIPIPSFIPIPIPIPIPIPKnow what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT ESCP PHASE 2C2-2NORTHSEE ARCHDALE FLATSFAMILY DEVELOPMENTPLANS FOR THIS AREAARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLC
ESCP DETAILSC2-3Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORA
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ESCP DETAILSC2-4Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORA
CHTRONNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHIT
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GENERAL NOTES:NON-WOVEN FILTERFABRIC TO EXTEND AMINIMUM OF 12"BEYOND THE FLARDEND SECTIONNATURALGRADERIP-RAPHUB END ON OUTLETEND SECTIONS. SPIGOTEND ON INLET ENDSECTIONS.4" #5 WASHED STONELAYER OFNON-WOVEN FILTERFABRIC, EXTENDINGUP BOTH SIDES2I2IAAOVERLAY RIP-RAP APRONWITH JUTE NETTING (ONLYWHERE FLOC LOGS OR PAMIS USED IN SLOPE DRAINS,DIVERSION DITCHES, ORSTORM STRUCTURES)LAYER OF JUTE NETTING(REFER TO "JUTE/COIRBAFFLES" DETAIL FOR SPEC)FLARED END SECTIONOR SLOPE DRAIN ORCULVERTLAYER OF NON-WOVENFILTER FABRIC UNDERENTIRE SECTION OFRIP-RAP1. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 ANDA HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.2. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIP-RAPPED SHALL BEUNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE ACUTOFF OR TOE WALL AT THE DOWNSTREAM END.3. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.4. ALL SUBGRADE STRUCTURE TO BE COMPACTED TO 95%%% OR GREATER.5. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.6. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.7. CONTRACTOR TO PROVIDE PHOTOS OF FILTER FABRIC BEING INSTALLED.Not to ScaleRIPRAP APRONFLOW1'-6"H = 2.0 FT. MINCLASS 1 RIP-RAPMIN.2'-0"EXTEND RIP-RAPUP SIDES 18" THICKBBSTONE SEMI-CIRCLEEXTEND RIP-RAPUP SIDES 18" THICKFLOWNot to ScaleSTONE FILTER RINGSTONE FILTER RING TO BEUSED FOR EROSION CONTROLPURPOSES ONLY. REMOVESTONE FILTER RING AFTERTHE SITE IS STABILIZED ANDVEGETATION IS ESTABLISHED.Not to ScaleSWPPP INFORMATION SIGNSISCROSS SECTIONGENERAL NOTES:1'-6" MIN.CLASS B RIP RAP# 5 WASHED STONE FLOWMAXIMUM SPACINGABA AND B ARE AT EQUAL ELEVATIONS2' MAXAT CENTER214' TO 6'9" MIN.1'-6" MIN.PLAN1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.2. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR CHANNELS TO SLOW VELOCITY OR TOCREATE SEDIMENT TRAPS.3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE UPSTREAM DAMAT THE SAME ELEVATION AS THE DOWNSTREAM DAM (SEE DIAGRAM BELOW).FILTERCLOTHNot to ScaleTEMPORARY CHECK DAMNot to ScaleTEMPORARY SLOPE DRAINESCP DETAILSC2-5Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLC
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyVacantParcel75VAN31VANVANVANVANPOOLLEASINGCLUBTRASHUPSTAIR #1DATASTO.B2-HCA2-HCA2.1B2-HCB2BREEZEWAY ABOVEELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2STAIR
#3ELEV.LOBBY7131 UNITS17'DH17'17'17'8.5'17'8.5'17'LB8.5'8.5'8.5'23'23'23'8.5'8.5'17'10.5'17'8.5'17'
23'M1ABR3.0R3.0R30.0R10.0R3.0R3.0R3.0R3.0R5.0R10.0R5.0R3.0DDDFFFHHHHHHHHHHHHHHKLBLBLA37'8.5'18'R3.0R10.0R3.0R3.0R10.0R15.0R50.0M1R3.0M2M2EEEEEE8.5'LAHJGGGGGGGGGGGGGGOMMMM17'R3.0R3.0R10.0R30.0R30.0R3.08.5'NQRRRSSSST17'R5.0R1.0R3.0FLBLBPRRRAAAAAAAAAABBBSITE DEVELOPMENT PLAN NOTES1. SEE "GENERAL NOTES" SHEET FOR SITE GENERAL CONSTRUCTION NOTES, PAVING, STRIPING,GRADING, AND ZONING NOTES.2. SEE "EXISTING CONDITIONS" FOR COMPLETE BOUNDARY DESCRIPTION, ADJOINING PROPERTIES,ZONING AND USE.3. SEE "SITE DETAILS" SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS.4. ALL DIMENSIONS SHOWN ARE MEASURED FROM THE FACE OF CURB TO FACE OF CURB, UNLESSOTHERWISE NOTED. DIMENSIONS LABELED "EOP" ARE MEASURED FROM LIP OF GUTTER TO LIPOF GUTTER.5. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALLUNLESS OTHERWISE SHOWN.6. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF EXIT PORCHES, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITYENTRANCE LOCATIONS.SITE PLAN KEY NOTESABCDEFGHIJKLMNOPQRSTM1M218" STANDARD CURB AND GUTTER18" STANDARD SPILL CURB AND GUTTER (SEE GRADING PLAN FOR TRANSITION LOCATIONS)CURB END TRANSITIONCONCRETE SIDEWALK PER DETAIL. WIDTH PER PLAN. 2% MAX. CROSS SLOPE.ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCAL ACCESSIBILITYGUIDELINES.ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL FOR PARKING SPACE SIZE, SIGN AND SYMBOL("VAN"-INDICATES VAN ACCESSIBLE SPACE).PARKING STANDARDS - PARKING STALL SIZES VARY DEPENDING ON LOCATION - SEE SITE PLAN FORDIMENSIONS. PAINTED WITH "SWSL/4" - SINGLE WHITE SOLID LINE - 4" WIDESEED, SOD, AND/OR LANDSCAPE AREA. MINIMUM 4" OF TOPSOIL. SEE LANDSCAPE PLANS THIS SET.SITE LIGHTING POLE / FIXTURE TYPICAL (SEE LIGHTING PLANS FOR DETAILS) (POLE BASE PAINTEDTRAFFIC YELLOW)CONCRETE TRANSFORMER PAD PER LOCAL POWER COMPANY STANDARDS AND DETAILS.DUMPSTER AND RECYCLE AREA. REFER TO ARCHITECTURAL PLAN FOR DESIGN INFORMATION.SEGMENTAL RETAINING WALL (SRW). FURNISHING AND CONSTRUCTION OF A SRW SYSTEM INACCORDANCE WITH NCMA BEST PRACTICE GUIDLINES IN GENERAL CONFORMITY WITH THE LINES,GRADES, DESIGNS, AND DIMENSIONS SHOWN ON THESE PLANS. A) CUT WALL B) FILL WALL6" DIAMETER PIPE BOLLARD, PAINTED TRAFFIC YELLOW, CONCRETE FILLED. SEE DETAIL.FLUSH CURB USED AT ENTRANCE , LENGTH PER PLAN, TRANSITION TO STANDARD 6" CURB HEIGHTPER GRADING PLAN.CONCRETE CURB FLUME / CHANNELEXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE. SEE GRADING PLANS FOR LOCATION OFSTAIRS AND/OR RAMPS. PAVEMENT SHALL BE FLUSH WITH THE TOP OF STOOP.ADA ACCESSIBLE RAMP WITH HAND RAILS, 5' LANDING AT TOP AND BOTTOM. TO CONFORM TOFEDERAL, STATE, AND LOCAL ACCESSIBILITY GUIDELINES.GUIDE RAIL. SEE SAFETY RAIL AND SAFETY RAIL WARRANT DETAILS.PAINTED STOP BAR AND STOP SIGN . (WORD "STOP" PER PLAN)PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OFTRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTEDOTHERWISE. SEE SITE PLAN FOR DIMENSIONS. PEDESTRIAN CROSSING SIGN TYPICAL ATPEDESTRIAN CROSSWALKS AS NOTED ON PLANS.FLOATING SIDEWALK FOR TREE ROOT ZONE AREA. SEE DETAIL.PAVEMENT MARKINGSSTAIRS WITH HANDRAIL (SEE SAFETY RAIL AND SAFETY RAIL WARRANT DETAILS.), 6" RISERS, 5'LANDING AT TOP AND BOTTOM.Archdale Road(CDOT MAINTAINED-60' R.O.W.)ELEV.2ELEV.1LAUNDRYSTAIR #2STAIR
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ELEV.LOBBY7PROPOSED IMPROVEMENTS LEGENDPROPOSED PROPERTY LEGENDARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCSITE PLANC3-0Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECTSITE DATA TABLEPROJECT AREA:3.48-AC.±TOTAL DISTURBED AREA2.84-AC.±PROPOSED RIGHT-OF-WAY:-AC.±ZONING CODE SUMMARYPARCEL TAX ID:16927102STREET ADDRESS: 330 ARCHDALE DRIVEZONING: MUDD-OPROPOSED USE: AGE RESTRICTED APARTMENTSDENSITY:131 UNITS (37.6 DU/AC)BUILDING HEIGHT:75' MAX.YARD REQUIREMENTS:FRONT: 16' FROM BOC (8'PLANTING STRIP AND 8'SIDEWALK)SIDE: NONEREAR: NONEPARKING SUMMARYPARKING REQUIREMENTS:1 SPACE PER UNITPARKING REQUIRED:STANDARD SPACES: 126ADA SPACES: 5PARKING PROVIDED:STANDARD SPACES: 116ADA SPACES: 15TOTAL PARKING SPACES: 131OPEN SPACE SUMMARYPROJECT AREA:3.48- AC.±SENIOR LIVINGDEVELOPMENT:3.48- AC.±TOTAL IMPERVIOUS AREA :( PAVEMENT, WALKS, ANDBUILDINGS):EXISTING: 0-AC.±PROPOSED: 2.19-AC.±URBAN OPEN SPACEREQUIRED: 1,307-SF±PROVIDED: 2,542-SF±SEE ARCHDALE FLATSFAMILY DEVELOPMENTPLANS FOR THIS AREA
ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCTRUCK TURNMOVEMENTSC3-1Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORA
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Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyVacantParcel75VAN31VANVANVANPOOLLEASINGCLUBTRASHUPSTAIR #1DATASTO.B2-HCA2-HCA2.1B2-HCB2BREEZEWAY ABOVEELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2STAIR
#3ELEV.LOBBY7131 UNITSARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCSIGHT DISTANCE MAPC3-2Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSFAMILY DEVELOPMENTPLANS FOR THIS AREA
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyVacantParcel75VAN31VANVANVANPOOLLEASINGCLUBTRASHUPSTAIR #1DATASTO.B2-HCA2-HCA2.1B2-HCB2BREEZEWAY ABOVEELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2STAIR
#3ELEV.LOBBY7131 UNITSGRADING & DRAINAGE PLAN NOTESGRADING & DRAINAGE PLAN NOTES6" (TYP.) ROOF DRAIN LATERAL (RD). CONNECTION TO ROOF DRAIN DOWNSPOUTS ORSTAND PIPES. LATERALS SHALL BE CONSTRUCTED AT 1% MINIMUM SLOPE TO MAIN ORCOLLECTOR PIPE. COORDINATE LOCATION AND INVERT WITH ARCH/MEP PLANS.CLEANOUT(S) - ("H-20" TRAFFIC RATED IN ALL PAVED AREAS), SPACING PER GOVERNINGAGENCY.A MINIMUM VERTICAL SEPARATION OF 18-INCHES SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THECONTRACTOR SHALL UTILIZE MINIMUM PIPE SEPARATION REQUIREMENTS PER THEGOVERNING AGENCY.LOW POINT (LP) DRAINAGE BREAK FLOW LINE IN PAVEMENT SECTION. POSITIVE GRADEDRAIN.PERMANENT RIP RAP DISSIPATER PAD AT STORM OUTLET. SEE DETAIL FOR STONE SIZEAND DIMENSION.ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED.ROOF DRAINS TO CONNECT INTO MANIFOLD SHOWN. ENSURE POSITIVE DRAINAGE.OUTLET CONTROL STRUCTURE (CS). SEE DETAIL.12345678OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES (PAVEMENT SLOPES WITHINTHE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 1.8% MAXIMUM GRADE. CONTRACTORSHALL GRADE THESE AREAS NO STEEPER THAN 2.0%.)SIDEWALK AND CROSSWALK CROSS-SLOPES SHALL NOT EXCEED 3/16" PER LINEAR FOOT(MAX. 2%, SEE DETAIL).ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCALACCESSIBILITY GUIDELINES.18" STANDARD SPILL CURBVARIABLE HEIGHT SEGMENTED RETAINING WALL. (SEE WALL DETAILS)PERMANENT GRASS SWALE. SEE DETAIL FOR DIMENSION AND CAPACITY.GRADING ON ADJACENT PROPERTY SHALL REQUIRE SLOPE PERMISSION. CONTRACTORSHALL NOT COMMENCE WORK ON ADJACENT PROPERTY UNTIL SUCH AGREEMENT IS INPLACE.SIDEWALK RAMP WITH 5' LANDING AT TOP AND BOTTOM, 1:12 MAX. SLOPE, MAX RISE OF30-INCHES, AND SHALL MEET ALL REQUIREMENTS OF THE ADA STANDARDS FORACCESSIBLE DESIGN FOR RAMPS.PROPOSED TOPOGRAPHIC LEGENDHPHPLPLPPROPOSED STORM DRAINAGE PLAN LEGENDCOFILL HEIGHT TABLEFOR RIGID PIPECLASSMINIMUMFILL (FT)MAXIMUMFILL (FT)III3'IV2'20' < H< 30'V2'30' <H< 40'SPECIALDESIGNREQUIREDH > 40'TRASHARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCGRADING PLANC4-0Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSFAMILY DEVELOPMENTPLANS FOR THIS AREA5TREE PROTECTION LEGEND
ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCSTORM PROFILESC4-1Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
STORM DRAIN PROFILESENIOR STORM - BSCALE V: 1" = 5'SCALE H: 1" = 50"STORM DRAIN PROFILESENIOR STORM - B1SCALE V: 1" = 5'SCALE H: 1" = 50"STORM DRAIN PROFILESENIOR STORM - CSCALE V: 1" = 5'SCALE H: 1" = 50"STORM DRAIN PROFILESENIOR STORM - OUTFALLSCALE V: 1" = 5'SCALE H: 1" = 50"
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyVacantParcel75VAN31VANVANVANPOOLLEASINGCLUBTRASHUPSTAIR #1DATASTO.B2-HCA2-HCA2.1B2-HCB2BREEZEWAY ABOVEELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2STAIR
#3ELEV.LOBBY7131 UNITS645 UNITSPOWER - LIGHTING - COMMUNICATION - GAS LEGENDECTGPROPOSED SANITARY - GRAVITY PLAN LEGENDCODRAINAGE LEGENDCOEX. B.O.C.EX. R.O.W.ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCUTILITY PLANC5-0Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©SEE ARCHDALE FLATSFAMILY DEVELOPMENTPLANS FOR THIS AREAFIRE DEPARTMENT CONNECTION(F.D.C) NOTES1. ALL FIRE DEPARTMENT CONNECTIONS SHALL BEPROVIDED A CLEAR SPACE OF TEN FEETHORIZONTALLY AND VERTICALLY IN ALL DIRECTIONS.(GAS METERS, ELECTRICAL TRANSFORMERS, ANDPARKED VEHICLES CANNOT BE LOCATED WITHINTHIS SPACE.)2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BEREADILY VISIBLE AND NOT MORE THAN FIFTY FEETFROM A STREET, FIRE LANE, OR SIMILAR AREAPROVIDING ACCESS TO FIRE DEPARTMENTAPPARATUS. THE AREA BETWEEN THE CONNECTIONAND VEHICULAR ACCESS SHALL BE FREE OFOBSTRUCTIONS.3. THERE SHALL BE AN APPROVED PUMPER FIREHYDRANT WITHIN TWO HUNDRED FEET OF THE FIREDEPARTMENT CONNECTION MEASURED ALONG ANAPPROVED PATH OF TRAVEL FOR THE FIREAPPARATUS.4. FOR ADDITIONAL INFORMATION OF FIREPROTECTION SYSTEM INCLUDING LOCATION OF FIREDEPARTMENT CONNECTION, ETC., REFER TO FIREPROTECTION PLANS BY OTHERS.WATER DISTRIBUTION NOTES1. CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGSBASED ON PLUMBING PLANS.2. WATER METER TO BE INSTALLED BY CLT WATER;CONTRACTOR IS RESPONSIBLE FOR COORDINATINGAND PAYING FOR INSTALLATION.3. REDUCED PRESSURE PRINCIPLE BACKFLOWPREVENTION ASSEMBLY AS APPROVED BY CLTWATER TO BE INSTALLED BY CONTRACTOR DURINGCONSTRUCTION. ASSEMBLY TO BE INSTALLEDABOVE-GROUND WITHIN INSULATED ENCLOSUREPER CLT WATER REQUIREMENTS. ENCLOSURE TOINCLUDE DRAIN PORT(S) FOR DISCHARGE WATERPER CLT WATER REQUIREMENTS. ENCLOSURE TOBE LOCATED OUT OF SETBACK. SEE DETAIL SHEETSFOR FURTHER INFORMATION.4. CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGSBASED ON PLUMBING PLANS.5. BASED ON THE BEST AVAILABLE INFORMATION TOTHE DESIGNER, THE BUILDING FIRE PROTECTIONSYSTEMS ARE RATED AS MODERATE HAZARD AND ADOUBLE CHECK VALVE ASSEMBLY IS SPECIFIED. ITWILL BE NECESSARY TO SUBSTITUTE A REDUCEDPRESSURE PRINCIPLE ASSEMBLY IF AT ANY TIMEDURING DESIGN OR CONSTRUCTION THE SYSTEMSARE RATED AS HIGH HAZARD.6. ALL WATER MAINS 6" AND LARGER SHALL BE PVC INACCORDANCE WITH AWWA C-900. THE PIPE SHALLBE PRESSURE CLASS 200 WITH SDR OF 14. DUCTILEIRON PIPE (NO PVC) TO BE USED WITHIN 5 FT. OFBACKFLOW PREVENTION DEVICES.7. THERE SHALL BE NO TAPS, PIPING BRANCHES,UNAPPROVED BYPASS PIPING, HYDRANTS, FIREDEPT. CONNECTION POINTS, OR OTHER WATERUSING APPURTENANCES CONNECTED TO THESUPPLY LINE BETWEEN ANY WATER METER AND ITSCLT. WATER REQUIRED BACKFLOW PREVENTER.8. TAMPER SWITCHES TO BE INSTALLED ON THE FIRELINE BACKFLOW PREVENTER. INSTALL 3/4" CONDUITFROM FIRE LINE BACKFLOW VAULT TO BUILDINGALARM SYSTEM INSIDE BUILDING. COORDINATEWITH ALARM SYSTEM MANUFACTURER.9. EACH CLT. WATER REQUIRED BACKFLOWPREVENTION ASSEMBLY IS REQUIRED TO BE TESTEDBY A CLT. WATER APPROVED CERTIFIED TESTERPRIOR TO PLACING THE WATER SYSTEM IN SERVICE.10. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANENCROACHMENT AGREEMENT PERMIT ASREQUIRED, TO CONSTRUCT UTILITY CONNECTIONS.11. LOCATE FIRE DEPARTMENT CONNECTION (FDC) PERFIRE PROTECTION PLANS (BY OTHERS) AND FIREDEPARTMENT REQUIREMENTS.12. ALL FIRE HYDRANTS SHALL HAVE A 5-INCH STORZPUMPER CONNECTION.13. ALL METERS SHALL HAVE A VALVE BEFORE ANDAFTER METER PER CLT. WATER REQUIREMENTS(SEE CLT. WATER STANDARD DETAILS)BACKFLOW PREVENTION NOTES:1. INSULATED ENCLOSURE SHALL BE PROVIDED WITH AHEATER TO SUSTAIN A MIN. TEMP OF 40'.CONTRACTOR RESPONSIBLE FOR COORDINATINGAND HAVING ELECTRICAL SERVICE BROUGHT TOBACKFLOW PREVENTION DEVICE FOR THE HEATER.2. THERE SHALL BE NO TAPS, PIPING BRANCHES,UNAPPROVED BYPASS PIPING, HYDRANTS, FIREDEPT. CONNECTION POINTS, OR OTHER WATERUSING APPURTENANCES CONNECTED TO THESUPPLY LINE BETWEEN ANY WATER METER AND ITSCLT WATER REQUIRED BACKFLOW PREVENTER.3. EACH CLT WATER REQUIRED BACKFLOWPREVENTER IS REQUIRED TO BE TESTED BY A CLTWATER APPROVED CERTIFIED TESTER PRIOR TOPLACING THE WATER SYSTEM IN SERVICE. SEE CLTWATER SPECIFICATIONS FOR LIST OF APPROVEDCERTIFIED TESTERS.4. CONTRACTOR SHALL INSTALL TAMPER SWITCHES ONGATE VALVES REDUCED PRESSURE BACKFLOWASSEMBLIES THAT SERVE FIRE SPRINKLERSYSTEMS.5. NO PLASTIC PIPE WITHIN 5 FEET OF EITHER END OFBACKFLOW PREVENTERS.6. NO PERMANENT INSULATION SHALL BE INSTALLEDON THE BP ASSEMBLY.7. FIRE DEPARTMENT REQUIRES TAMPER SWITCHESON BP'S SERVING SPRINKLERS. SWITCHES TO BEWIRED TO MAIN ALARM PANEL.WATERLINE PROFILEFAMILY UPPER - ASCALE V: 1" = 5'SCALE H: 1" = 50"NOTE:1. CONTRACTOR SHALL MAINTAIN 18" MINIMUMVERTICAL CLEARANCE BETWEEN CROSSINGUTILITIES.
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SUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCSITE DETAILSC6-32%12:112:1max.2.0%12:1coarsebroomed finishbroomed finishcoarse12:1MAX.ACCESSIBLE RAMP - PRIVATE VARIANTS6'-0"6'-0"CLPOST 1-1/2" X 1-1/2" SQ. STL.PICKETS 1/2" X 1/2" SQ. STL.1" X 1" SQ. PICKETS1-1/2" X 1-1/2"SQ. STL. TUBETO BE USED WHERE SIDEWALK IS ADJACENT TO RETAINING WALLNOTE: 4" MAX SPACINGBETWEEN PICKETSNOTE: SAFETY RAIL TO HAVEPOWDER COAT FINISHNON-REINFORCED STANDARD DUTY CONCRETE PAVEMENTLIGHT DUTY ASPHALT PAVEMENTCBAHEAVY DUTY ASPHALT PAVEMENTD
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ELEV.LOBBY7131 UNITS645 UNITS428 UNITS323 UNITS528 UNITS39 UNITS40'40'40'8CA36LG31LG13LG9LGAS52AS1QPQP7AS4UA10TREESCODEQTYCOMMON NAMEBOTANICAL NAMEMETHODSIZECALAS 11 Sugar Maple Acer saccharum As Shown 2.5" Caliper B&B or ContainerUA 10 Allee Lacebark Elm Ulmus parvifolia `Allee` As Shown 2.5" Caliper B&BLARGE MATURINGCODEQTYCOMMON NAMEBOTANICAL NAMEMETHODSIZECALQP 11 Willow Oak Quercus phellos As Shown 2.5" Caliper B&BSMALL MATURINGCODEQTYCOMMON NAMEBOTANICAL NAMEMETHODSIZECALCA 8 American Hornbeam Carpinus caroliniana As Shown 2" Caliper B&BSHRUBSCODEQTYCOMMON NAMEBOTANICAL NAMESIZELG 89 Green Loropetalum Loropetalum chinense 24" MIN HEIGHTGROUND COVERSCODEQTYCOMMON NAMEBOTANICAL NAMESIZEFB 21,295 sf Bolero Fescue Festuca x `Bolero Plus` SODPLANT SCHEDULEARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCLANDSCAPE PLANC7-0Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSFAMILY DEVELOPMENTPLANS FOR THIS AREATREE SAVE AREA: 0.59 ACRES
ARCHDALE FLATS SENIORPREPARED FORECG ARCHDALE SENIOR SLP,LLCLANDSCAPE NOTESAND DETAILSC7-1Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
GENERAL NOTES:1. PERMANENT STABILIZATION SHALL BE ESTABLISHED IN ALL UNPAVEDAREAS ON-SITE OR OFF-SITE AS HATCHED ON THE LANDSCAPE PLAN.2. SOIL SAMPLES SHALL BE TAKEN AT MULTIPLE AREAS ON-SITE PRIOR TOPLANTING TO CONFIRM PROPER SOIL AMENDMENTS.3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ESTABLISHPERMANENT AND FINAL STABILIZATION ON THE ENTIRE SITE. THIS MAYREQUIRE WATERING, MOWING, RAKING, AND RE-SEEDING UNTILPERMANENT STABILIZATION IS ESTABLISHED.4. IN AREAS WHERE SEED IS USED FOR TEMPORARY STABILIZATION, THETEMPORARY GRASS SHALL BE REMOVED PRIOR TO SODDING ACTIVITY.5. ALL TREE SAVE AREAS LESS THAN 30' WIDE MUST BE STAKED PRIOR TOSITE PLAN SUBMITTAL.ATTENTION CONTRACTOR/LANDSCAPERIT IS THE RESPONSIBILITY OF THE CONTRACTOR/LANDSCAPER TONOTIFY THE URBAN FORESTER OF ANY SITE CONFLICTS THATAFFECT TREE SPECIES OR LOCATIONS PRIOR TO PLANTING TREES.CALL 704-336-3599 OR THE URBAN FORESTER NAMED ON THEAPPROVED PLAN FOR %%UANY CONFLICTS%%U REGARDING SITE,SIGNS, OVERHEAD POWERLINES OR OTHER UTILITIES. NOTE: NOLIGHT/UTILITY POLES TO BE PLACED IN ISLANDS WITH NEWLYPLANTED TREES.SEEDBED PREPARATION NOTES:1. GRADE SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NOGREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHERADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFTEXPOSED SHALL, WITHIN 15 WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING, BEPLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURESSUFFICIENT TO RESTRAIN EROSION.2. GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACTCOMPRISING MORE THAN ONE (1) ACRE, IF MORE THAN ONE CONTIGUOUS ACRE ISUNCOVERED, A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OROTHERWISE PROVIDED WITHIN 15 WORKING DAYS ON THAT PORTION OF THE TRACT UPONWHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN.3. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.4. LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTION SHALL BE REMOVED FROM THE SURFACESO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OFVEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN,SHALL BE REASONABLY SMOOTH AND UNIFORM.5. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME ACCORDING TO SEEDING SPECIFICATIONS. (IFAPPLICABLE)6. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT.7. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURINGSEEDBED PREPARATION.PLANT SCHEDULE NOTES:1. ALL PLANT MATERIAL SHALL COMPLY WITH THE SIZING AND GRADING STANDARDS AS SETFORTH IN THE MOST CURRENT EDITION IF ANSI Z60.180 - AMERICAN STANDARD FOR NURSERYSTOCK.2. NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE PROJECTLANDSCAPE ARCHITECT.3. VERIFICATION OF TOTAL QUANTITIES AS SHOWN ON THE LANDSCAPE PLAN SHALL BE THERESPONSIBILITY OF THE LANDSCAPE CONTRACTOR.4. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO PLANT INSTALLATION. CONTRACTORSHALL BE RESPONSIBLE FOR ALL DAMAGES INCURRED BY THEIR WORK.5. ALL PLANT AND BED LINE LOCATIONS SHALL BE STAKED IN THE FIELD FOR APPROVAL BYPROJECT LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE PRIOR TOINSTALLATION.6. ALL PLANTINGS SHALL BE INSTALLED WITH THE SPECIFIED LAYER OF TRIPPLE SHREDDEDHARDWOOD MULCH. REFERENCE DETAILS AND SPECIFICATIONS FOR DEPTH AND TYPE OFMULCH7. ALL PROPOSED TREES WITHIN SIGHT TRIANGLES TO BE LIMBED UP TO CLEAR SIGHTOBSTRUCTION.8. ALL PLANTING PER CITY OF CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS(CMLDS) AND LANDSCAPE CONSTRUCTION STANDARDS.CHARLOTTE URBAN FORESTRY - TREE PLANTING AND PRESERVATION REQUIREMENTSPLANT MATERIAL1. MINIMUM TREE SIZE AT PLANTING IS 2” CALIPER AND 8' TALL FOR SINGLE-STEM TREES. ALL MULTI-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, ANDMINIMUM 10' TALL. WHERE 3” SINGLE-STEM CALIPER TREES ARE SPECIFIED/REQUIRED THE MINIMUM HEIGHT SHALL BE 10' TALL, IF MULTI-STEM TREES ARE SPECIFIED THENTHEY SHALL BE A MINIMUM OF 12' TALL.2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS INTACT TO THE TOP OF THE CROWN UNLESS MULTI-STEM TREES ARE SPECIFIED. ALLREQUIRED TREES SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY, HAVE NORMAL GROWTH HABITS, HAVE WELL-DEVELOPED BRANCHES, BE VIGOROUS AND HAVEFIBROUS ROOT SYSTEMS. TREES WITH MAJOR GIRDLING ROOTS WILL NOT BE ACCEPTED. TREES WITH CO-DOMINANT BRANCHING WILL NOT BE ACCEPTED. TREES THAT HAVEBEEN SHEARED, TOPPED OR CUT BACK TO MULTIPLY THE BRANCHING STRUCTURE WILL NOT BE ACCEPTED. TREES SHALL BE FREE OF ABRASIONS, DAMAGE, DISEASE, PESTSAND CRACKS. ALL PRUNING CUTS GREATER THAN ½ INCH DIAMETER SHALL HAVE CALLUS TISSUE FORMED PRIOR TO PLANTING. NO PRUNING CUT ON THE TRUNK SHALL BEMORE THAN ONE-HALF THE DIAMETER OF THE CENTRAL LEADER AT THE HEIGHT WHERE THE CUT WAS MADE. ROOT FLARES SHALL BE LOCATED AT GRADE. TREES WITH MORETHAN 2” OF SOIL COVERING THE ROOT BALL/FLARE FROM WILL NOT BE ACCEPTED (CLDS.40.09).3. SIZE OF REQUIRED PLANTS, SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI Z60.1 (LATEST EDITION) AS PUBLISHED BY THE AMERICANNURSERY & LANDSCAPE ASSOCIATION, EXCEPT WHERE SPECIFIED/AUTHORIZED BY URBAN FORESTRY.4. ALL REQUIRED TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM IN SIZE AND CONFIGURATION.5. PERIMETER TREES IN URBAN ZONES SHALL BE 3” IN CALIPER AND BE FREE OF BRANCHES UP TO 6' FROM THE TOP OF ROOT CROWN (BALL).6. A MINIMUM OF 50% OF NEW TREES MUST BE NATIVE SPECIES, AND SITES WITH MORE THAN 20 TREES REQUIRED WILL HAVE TO INSTALL MULTIPLE (3 OR MORE) SPECIESPURSUANT TO THE TREE ORDINANCE GUIDELINES.7. 75% OF REQUIRED TREES MUST BE LARGE MATURE SPECIES EXCEPT IN SITUATIONS WITH OVERHEAD POWER LINE CONFLICTS.PLANTING REQUIREMENTS8. SEE CLDS 40.01 & 40.09 (ON PLAN) FOR DETAILED TREE PLANTING REQUIREMENTS.9. PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING. SEE CLDS 40.01 FOR APPROVED STAKING METHOD/MATERIALS.10. ALL STRAPPING, AND TOP 1/3 OF WIRE BASKET AND BURLAP MUST BE CUT AWAY AND REMOVED FROM ROOT BALL WHEN PLANTING.11. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 18" NEW TOPSOIL, OR TILL ANDAMEND THE TOP 18" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET).12. TREES PLANTED ON PUBLIC PROPERTY WILL NEED APPROVAL FROM THE CITY ARBORIST AND/OR NCDOT.13. REVIEW SOIL REQUIREMENTS IN THE TREE ORDINANCE GUIDELINES AT: HTTP://CHARLOTTENC.GOV/LD THEN CLICK TREES.UTILITY ISSUES14. IF ANY UTILITY IS BEING INSTALLED IN OR NEAR ANY REQUIRED TREE(S) OR TREE SAVE AREA(S), CALL URBAN FORESTRY SPECIALIST TO RESOLVE PRIOR TO UTILITYINSTALLATION.15. LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 25' OF OVERHEAD POWER DISTRIBUTION OR TRANSMISSION LINES.16. IF TREES CONFLICT WITH ANY UTILITIES OR SIGNS; CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.17. ADJUST TREE PLANTING LOCATIONS TO AVOID EXISTING UNDERGROUND UTILITIES. PLANT 15' FROM ALL UNDERGROUND UTILITIES.18. NO LIGHT POLES, UTILITIES OR TRANSFORMERS CAN BE INSTALLED IN TREE ISLANDS.19. COMMERCIAL SCALE LIGHTING (> 15' IN HEIGHT) MUST BE A MINIMUM DISTANCE OF 30' FROM A TREE. PEDESTRIAN SCALE LIGHTING (≤ 15' IN HEIGHT) MUST BE A MINIMUMDISTANCE OF 15' FROM A TREE. SHOW SITE LIGHTING ON LANDSCAPE PLAN.TREE SAVE AND PRESERVATION20. TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY.21. SHOW TREE PROTECTION AND TREES SAVE AREAS ON EROSION CONTROL, GRADING AND LANDSCAPE PLAN SHEETS.22. COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A FINAL PLAT WITH THE MECKLENBURG COUNTY REGISTER OF DEEDS BEFORE URBAN FORESTRY HOLDS CAN BERELEASED. A 10' NO BUILD ZONE AROUND TREE SAVE AREAS MUST BE REFERENCED ON THE PLAT.23. TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES. IF AN AREA PROPOSED FOR TREE SAVE CONTAINS INVASIVE PLANT SPECIES AT TIME OF PROPOSAL,SUCH INVASIVE PLANT SPECIES SHALL BE REMOVED PRIOR TO FINAL CO.24. THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC.) CAN NOT BE COUNTED TOWARD THE TREE SAVE REQUIREMENT.25. ANY ALTERATIONS TO TREE SAVE AREAS MUST BE ACCOMPLISHED WITHOUT MECHANIZED EQUIPMENT.26. NO STRUCTURE WILL BE ALLOWED WITHIN 10' OF TREE SAVE AREAS UNLESS APPROVED BY URBAN FORESTRY.27. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED AND REMOVAL MUST BE PERMITTED BY THE CITY ARBORIST [phone].28. CONTACT URBAN FORESTRY SPECIALIST PRIOR TO ANY CRANE SET-UP, MACHINERY OPERATION OR TEMPORARY BUILDING ERECTION THAT MAY IMPACT CHARLOTTE TREEORDINANCE PROTECTED TREES OR TREE SAVE AREAS, INCLUDING TREES LOCATED IN STREET RIGHT OF WAY. IMPACTS MAY INCLUDE BUT ARE NOT LIMITED TO:ENCROACHING WITHIN TREE DRIP-LINES, EXCAVATION, SOIL COMPACTION, TREE TRIMMING, ERECTING AND DISMANTLING OF CONSTRUCTION CRANES.GENERAL29. SUBMIT REQUIRED CO/HOLD RELEASE FORM AT HTTP://CHARLOTTENC.GOV/LD FOR AN INSPECTION OF TREE PROTECTION/PLANTING AREAS, A MINIMUM OF 5 DAYS BEFORETHE CO/HOLD RELEASE IS NEEDED.30. VISIT CITY OF CHARLOTTE'S LAND DEVELOPMENT WEBSITE FOR ADDITIONAL INFORMATION AND URBAN FORESTRY REQUIREMENTS: HTTP://CHARLOTTENC.GOV/LD THENCLICK TREES.
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3
ELEV.LOBBYGATED EMERGENCYACCESS ONLY WITH KNOX BOXEXISTING CONCRETE SLAB ANDBUS STOP TO REMAINSITE DEVELOPMENT PLAN NOTES1. SEE "GENERAL NOTES" SHEET FOR SITE GENERAL CONSTRUCTION NOTES, PAVING, STRIPING,GRADING, AND ZONING NOTES.2. SEE "EXISTING CONDITIONS" FOR COMPLETE BOUNDARY DESCRIPTION, ADJOINING PROPERTIES,ZONING AND USE.3. SEE "SITE DETAILS" SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS.4. ALL DIMENSIONS SHOWN ARE MEASURED FROM THE FACE OF CURB TO FACE OF CURB, UNLESSOTHERWISE NOTED. DIMENSIONS LABELED "EOP" ARE MEASURED FROM LIP OF GUTTER TO LIPOF GUTTER.5. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALLUNLESS OTHERWISE SHOWN.6. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF EXIT PORCHES, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITYENTRANCE LOCATIONS.ARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE FAMILY SLP,LLCOVERALL SITE PLANC3-0Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSSENIOR DEVELOPMENTPLANS FOR THIS AREASITE DATA TABLEPROJECT AREA:7.75-AC.±TOTAL DISTURBED AREA7.61-AC.±PROPOSED RIGHT-OF-WAY:0-AC.±ZONING CODE SUMMARYPARCEL TAX ID:16927102STREET ADDRESS: 300 ARCHDALE DRIVEZONING: MUDD-OPROPOSED USE:MULTI-FAMILYBUILDING HEIGHT:75' MAX.YARD REQUIREMENTS:FRONT: 16' FROM BOC (8'PLANTING STRIP AND 8'SIDEWALK)SIDE: NONEREAR: NONEPARKING SUMMARYPARKING REQUIREMENTS:ONE AND A HALF SPACES PERUNITPARKING REQUIRED:STANDARD SPACES: 295ADA SPACES: 8PARKING PROVIDED:STANDARD SPACES: 281ADA SPACES: 22TOTAL PARKING SPACES: 303OPEN SPACE SUMMARYPROJECT AREA:7.75- AC.±MULTIFAMILY AREA:7.75-AC.±*AREAS EXCLUDE EXISTING AND FUTURE RIGHT-OF-WAYSTOTAL IMPERVIOUS AREA :( PAVEMENT, WALKS, ANDBUILDINGS):EXISTING: 0-AC±PROPOSED: 5.65-AC±OPEN SPACEREQUIRED: 2,259-SF±PROVIDED: 11,383-SF±
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)High Meadow Lane(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyMulti-familyMulti-familyVacantParcelDOG PARK428 UNITSVANVANVAN645 UNITS428 UNITS528 UNITSELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2ELEV.LOBBYA23'AAA24'23'R3.024.5'23'R10.023'R30.0R45.0R15.0R3.0R12.0R3.0R10.0R10.0R3.024'28'17'8.5'17'8.5'8.5'17'8.5'17'8.5'17'8.5'17'8.5'EEEEGM1M1M2M317'8.5'IHIIIIK28'23'KKM217'8.5'17.5'8.5'18.5'8.5'R10.0R3.0R10.0R3.0R3.0R10.0R3.0R10.0R10.0R3.0R3.08.5'17'S1CCCDER3.0R3.0R3.0PROPERTY LINE30' STREAM BUFFERFFFFFFFFGGHHHHHHHHHHHHHHHMBMBMBMBPPPRTTTDFIITTTT17'R30.0R3.0R3.048-INCH BLACK VINYL COATEDCHAINLINK FENCE WITH 48-INCH GATE.CONTRACTOR TO PROVIDE SHOPDRAWINGS FOR LA REVIEW.UUUAABBBBBBBBBAASITE PLAN KEY NOTESAS1BCDEFGHIJKNOQRM1M2LMPST18" STANDARD CURB AND GUTTER18" STANDARD SPILL CURBCURB END TRANSITIONCONCRETE SIDEWALK PER DETAIL. WIDTH PER PLAN. 2% MAX. CROSS SLOPE.ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCAL ACCESSIBILITYGUIDELINES.ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL FOR PARKING SPACE SIZE, SIGN AND SYMBOL("VAN"-INDICATES VAN ACCESSIBLE SPACE).PARKING STANDARDS - PARKING STALL SIZES VARY DEPENDING ON LOCATION - SEE SITE PLAN FORDIMENSIONS. PAINTED WITH "SWSL/4" - SINGLE WHITE SOLID LINE - 4" WIDESEED, SOD, AND/OR LANDSCAPE AREA. MINIMUM 4" OF TOPSOIL. SEE LANDSCAPE PLANS THIS SET.SITE LIGHTING POLE / FIXTURE TYPICAL (SEE LIGHTING PLANS FOR DETAILS) (POLE BASE PAINTEDTRAFFIC YELLOW)CONCRETE TRANSFORMER PAD PER LOCAL POWER COMPANY STANDARDS AND DETAILS.DUMPSTER AND RECYCLE AREA. REFER TO ARCHITECTURAL PLAN FOR DESIGN INFORMATION.SEGMENTAL RETAINING WALL (SRW). FURNISHING AND CONSTRUCTION OF A SRW SYSTEM INACCORDANCE WITH NCMA BEST PRACTICE GUIDLINES IN GENERAL CONFORMITY WITH THE LINES,GRADES, DESIGNS, AND DIMENSIONS SHOWN ON THESE PLANS. A) CUT WALL B) FILL WALLFLUSH CURB USED AT ENTRANCE , LENGTH PER PLAN, TRANSITION TO STANDARD 6" CURB HEIGHTOVER 10' / PER PLAN.MOUNTABLE CURB. WIDTH PER PLAN. TRANSITIONAL CURB AT EACH END.STAIRS WITH HANDRAIL (SEE SAFETY RAIL AND SAFETY RAIL WARRANT DETAILS.), 6" RISERS, 5'LANDING AT TOP AND BOTTOM.ADA ACCESSIBLE RAMP WITH HAND RAILS, 5' LANDING AT TOP AND BOTTOM. TO CONFORM TOFEDERAL, STATE, AND LOCAL ACCESSIBILITY GUIDELINES.GUIDE RAIL. SEE SAFETY RAIL AND SAFETY RAIL WARRANT DETAILS.SITE SIGNAGEPROPOSED MONUMENT SIGNPAVEMENT MARKINGSPAINTED STOP BAR AND STOP SIGN . (WORD "STOP" PER PLAN)PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OFTRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTEDOTHERWISE. SEE SITE PLAN FOR DIMENSIONS. PEDESTRIAN CROSSING SIGN TYPICAL ATPEDESTRIAN CROSSWALKS AS NOTED ON PLANS.30" STANDARD CURB AND GUTTER54" HIGH BLACK ALUMINUM PICKET FENCE AND GATE.EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE. SEE GRADING PLANS FOR LOCATION OFSTAIRS AND/OR RAMPS THAT MAY BE REQUIRED. PAVEMENT SHALL BE FLUSH WITH THE TOP OFSTOOP.UVFLOATING SIDEWALK FOR TREE ROOT ZONE AREA. SEE DETAIL.BIKE RACK. SEE DETAIL.PROPOSED IMPROVEMENTS LEGENDPROPOSED PROPERTY LEGENDARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE FAMILY SLP,LLCSITE PLANC3-1Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSSENIOR DEVELOPMENTPLANS FOR THIS AREA
Archdale Road(CDOT MAINTAINED-60' R.O.W.)Existing PetResortMulti-familyVacantParcelMulti-familyPrivate Street BMAINT.428 UNITSVANPOOLLEASINGCLUBUPUPSTAIR #1STO.STAIR #2DATASTO.STO.STO.B2-HCA2-HCA2.1B2.1A2.1A2-HCB2B2-HCB2A2-HCA2.1B2-HCB2STO.STO.OPEN BREEZEWAY680.00BREEZEWAY ABOVESPRINKLER428 UNITS323 UNITS239 UNITSUP
UP
RAMP
DN
RAMP
UP RAMP
DN
STAIR #1
STO.
STAIR #2
DATA
STO.
STO.
STO.
OPEN BREE
Z
E
W
A
Y
685.30
684.30
683.30
B2-HC
A2-HC
A2.1
B2.1
A2.1
A2-HC B2
B2-HC
B2
A2-HC
A2.1
B2-HC
B2
SPRINKLER
UPUPUPUPLAUNDRYB1B1C1-HCC1-HCB1B1MAINTENANCEC1-HC680.90680.90OFFICESPRINKLER139 UNITSELEV.2ELEV.1LAUNDRYOFFICESTAIR #2STAIR
#
3
ELEV.LOBBYCAA24'24'23'23'23'17'8.5'
17'8.5'KL17'8.5'8.5'17'17'8.5'17'8.5'17'8.5'
8.5'IIIIIIIEEEQEEEEEEEM1M2M2M2M2M1M1M1M124'28'23'28'35'GGGKGATED EMERGENCYACCESS ONLY WITH KNOX BOXM2CCM2DFFFFFFFFFFF17'GGGGHHHHHHHHHHHIIIIR3.0R2.0R3.0R12.0R3.0R12.0R12.0R3.0R3.0R3.0R12.0R3.0R12.0R3.0R30.0R3.0R3.0R3.0R117.0R77.0R10.0R10.0R10.0R10.0R112.0R10.0MATTMAMBTMBTMBTKNOOOOOPPPPQMAILNRRRSS1S1TTTEXISTING CONCRETE SLAB ANDBUS STOP TO REMAINUUUVABBBBBAAAASITE PLAN KEY NOTESAS1BCDEFGHIJKNOQRM1M2LMPST18" STANDARD CURB AND GUTTER18" STANDARD SPILL CURBCURB END TRANSITIONCONCRETE SIDEWALK PER DETAIL. WIDTH PER PLAN. 2% MAX. CROSS SLOPE.ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCAL ACCESSIBILITYGUIDELINES.ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL FOR PARKING SPACE SIZE, SIGN AND SYMBOL("VAN"-INDICATES VAN ACCESSIBLE SPACE).PARKING STANDARDS - PARKING STALL SIZES VARY DEPENDING ON LOCATION - SEE SITE PLAN FORDIMENSIONS. PAINTED WITH "SWSL/4" - SINGLE WHITE SOLID LINE - 4" WIDESEED, SOD, AND/OR LANDSCAPE AREA. MINIMUM 4" OF TOPSOIL. SEE LANDSCAPE PLANS THIS SET.SITE LIGHTING POLE / FIXTURE TYPICAL (SEE LIGHTING PLANS FOR DETAILS) (POLE BASE PAINTEDTRAFFIC YELLOW)CONCRETE TRANSFORMER PAD PER LOCAL POWER COMPANY STANDARDS AND DETAILS.DUMPSTER AND RECYCLE AREA. REFER TO ARCHITECTURAL PLAN FOR DESIGN INFORMATION.SEGMENTAL RETAINING WALL (SRW). FURNISHING AND CONSTRUCTION OF A SRW SYSTEM INACCORDANCE WITH NCMA BEST PRACTICE GUIDLINES IN GENERAL CONFORMITY WITH THE LINES,GRADES, DESIGNS, AND DIMENSIONS SHOWN ON THESE PLANS. A) CUT WALL B) FILL WALLFLUSH CURB USED AT ENTRANCE , LENGTH PER PLAN, TRANSITION TO STANDARD 6" CURB HEIGHTOVER 10' / PER PLAN.MOUNTABLE CURB. WIDTH PER PLAN. TRANSITIONAL CURB AT EACH END.STAIRS WITH HANDRAIL (SEE SAFETY RAIL AND SAFETY RAIL WARRANT DETAILS.), 6" RISERS, 5'LANDING AT TOP AND BOTTOM.ADA ACCESSIBLE RAMP WITH HAND RAILS, 5' LANDING AT TOP AND BOTTOM. TO CONFORM TOFEDERAL, STATE, AND LOCAL ACCESSIBILITY GUIDELINES.GUIDE RAIL. SEE SAFETY RAIL AND SAFETY RAIL WARRANT DETAILS.SITE SIGNAGEPROPOSED MONUMENT SIGNPAVEMENT MARKINGSPAINTED STOP BAR AND STOP SIGN . (WORD "STOP" PER PLAN)PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OFTRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTEDOTHERWISE. SEE SITE PLAN FOR DIMENSIONS. PEDESTRIAN CROSSING SIGN TYPICAL ATPEDESTRIAN CROSSWALKS AS NOTED ON PLANS.30" STANDARD CURB AND GUTTER54" HIGH BLACK ALUMINUM PICKET FENCE AND GATE.EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE. SEE GRADING PLANS FOR LOCATION OFSTAIRS AND/OR RAMPS THAT MAY BE REQUIRED. PAVEMENT SHALL BE FLUSH WITH THE TOP OFSTOOP.UVFLOATING SIDEWALK FOR TREE ROOT ZONE AREA. SEE DETAIL.BIKE RACK. SEE DETAIL.PROPOSED IMPROVEMENTS LEGENDPROPOSED PROPERTY LEGENDARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE FAMILY SLP,LLCSITE PLANC3-2Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSSENIOR DEVELOPMENTPLANS FOR THIS AREA
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)High Meadow Lane(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AExisting PetResortMulti-familyMulti-familyMulti-familyMulti-familyMulti-familyVacantParcelVacantParcelMulti-familyDOG PARKPrivate Street BMAINT.428 UNITSVANVANVANVANPOOLLEASINGCLUB645 UNITSUPUPSTAIR #1STO.STAIR #2DATASTO.STO.STO.B2-HCA2-HCA2.1B2.1A2.1A2-HCB2B2-HCB2A2-HCA2.1B2-HCB2STO.STO.OPEN BREEZEWAY680.00BREEZEWAY ABOVESPRINKLER428 UNITS323 UNITS528 UNITS239 UNITSUP
UP
RAMPDN
RAMPUP RAMPDN
STAIR #1
STO.
STAIR #2
DATA
STO.
STO.
STO.
OPEN BREEZEW
A
Y
685.30
684.30
683.30
B2-HC
A2-HC
A2.1
B2.1
A2.1
A2-HC B2
B2-HC
B2
A2-HC
A2.1
B2-HC
B2
SPRINKLER
UPUPUPUPLAUNDRYB1B1C1-HCC1-HCB1B1MAINTENANCEC1-HC680.90680.90OFFICESPRINKLER139 UNITSELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2STAIR
#
3
ELEV.LOBBY5GRADING & DRAINAGE PLAN NOTESGRADING & DRAINAGE PLAN NOTES6" (TYP.) ROOF DRAIN LATERAL (RD). CONNECTION TO ROOF DRAIN DOWNSPOUTS ORSTAND PIPES. LATERALS SHALL BE CONSTRUCTED AT 1% MINIMUM SLOPE TO MAIN ORCOLLECTOR PIPE. COORDINATE LOCATION AND INVERT WITH ARCH/MEP PLANS.CLEANOUT(S) - ("H-20" TRAFFIC RATED IN ALL PAVED AREAS), SPACING PER GOVERNINGAGENCY.A MINIMUM VERTICAL SEPARATION OF 18-INCHES SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THECONTRACTOR SHALL UTILIZE MINIMUM PIPE SEPARATION REQUIREMENTS PER THEGOVERNING AGENCY.LOW POINT (LP) DRAINAGE BREAK FLOW LINE IN PAVEMENT SECTION. POSITIVE GRADEDRAIN.PERMANENT RIP RAP DISSIPATER PAD AT STORM OUTLET. SEE DETAIL FOR STONE SIZEAND DIMENSION.12345OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES (PAVEMENT SLOPES WITHINTHE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 1.8% MAXIMUM GRADE. CONTRACTORSHALL GRADE THESE AREAS NO STEEPER THAN 2.0%.)SIDEWALK AND CROSSWALK CROSS-SLOPES SHALL NOT EXCEED 3/16" PER LINEAR FOOT(MAX. 2%, SEE DETAIL).ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCALACCESSIBILITY GUIDELINES.18" STANDARD SPILL CURBVARIABLE HEIGHT SEGMENTED RETAINING WALL. (SEE WALL DETAILS)PERMANENT GRASS SWALE. SEE DETAIL FOR DIMENSION AND CAPACITY.SIDEWALK RAMP WITH 5' LANDING AT TOP AND BOTTOM, 1:12 MAX. SLOPE, MAX RISE OF30-INCHES, AND SHALL MEET ALL REQUIREMENTS OF THE ADA STANDARDS FORACCESSIBLE DESIGN FOR RAMPS.PROPOSED TOPOGRAPHIC LEGENDHPHPLPLPPROPOSED STORM DRAINAGE PLAN LEGENDCOFILL HEIGHT TABLEFOR RIGID PIPECLASSMINIMUMFILL (FT)MAXIMUMFILL (FT)III3'IV2'20' < H< 30'V2'30' <H< 40'SPECIALDESIGNREQUIREDH > 40'ARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE FAMILY SLP,LLCOVERALL GRADINGPLANC4-0Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSSENIOR DEVELOPMENTPLANS FOR THIS AREA
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)High Meadow Lane(CDOT MAINTAINED-60' R.O.W.)Private Street AMulti-familyMulti-familyMulti-familyMulti-familyVacantParcelDOG PARK428 UNITSVANVANVAN645 UNITS428 UNITS528 UNITSELEV.3ELEV.2ELEV.1FITNESS RMMAILLOUNGELAUNDRYOFFICESTAIR #1STAIR #2ELEV.LOBBY5GRADING & DRAINAGE PLAN NOTESGRADING & DRAINAGE PLAN NOTES6" (TYP.) ROOF DRAIN LATERAL (RD). CONNECTION TO ROOF DRAIN DOWNSPOUTS ORSTAND PIPES. LATERALS SHALL BE CONSTRUCTED AT 1% MINIMUM SLOPE TO MAIN ORCOLLECTOR PIPE. COORDINATE LOCATION AND INVERT WITH ARCH/MEP PLANS.CLEANOUT(S) - ("H-20" TRAFFIC RATED IN ALL PAVED AREAS), SPACING PER GOVERNINGAGENCY.A MINIMUM VERTICAL SEPARATION OF 18-INCHES SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THECONTRACTOR SHALL UTILIZE MINIMUM PIPE SEPARATION REQUIREMENTS PER THEGOVERNING AGENCY.LOW POINT (LP) DRAINAGE BREAK FLOW LINE IN PAVEMENT SECTION. POSITIVE GRADEDRAIN.PERMANENT RIP RAP DISSIPATER PAD AT STORM OUTLET. SEE DETAIL FOR STONE SIZEAND DIMENSION.12345OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES (PAVEMENT SLOPES WITHINTHE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 1.8% MAXIMUM GRADE. CONTRACTORSHALL GRADE THESE AREAS NO STEEPER THAN 2.0%.)SIDEWALK AND CROSSWALK CROSS-SLOPES SHALL NOT EXCEED 3/16" PER LINEAR FOOT(MAX. 2%, SEE DETAIL).ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCALACCESSIBILITY GUIDELINES.18" STANDARD SPILL CURBVARIABLE HEIGHT SEGMENTED RETAINING WALL. (SEE WALL DETAILS)PERMANENT GRASS SWALE. SEE DETAIL FOR DIMENSION AND CAPACITY.SIDEWALK RAMP WITH 5' LANDING AT TOP AND BOTTOM, 1:12 MAX. SLOPE, MAX RISE OF30-INCHES, AND SHALL MEET ALL REQUIREMENTS OF THE ADA STANDARDS FORACCESSIBLE DESIGN FOR RAMPS.PROPOSED TOPOGRAPHIC LEGENDHPHPLPLPPROPOSED STORM DRAINAGE PLAN LEGENDCOFILL HEIGHT TABLEFOR RIGID PIPECLASSMINIMUMFILL (FT)MAXIMUMFILL (FT)III3'IV2'20' < H< 30'V2'30' <H< 40'SPECIALDESIGNREQUIREDH > 40'ARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE FAMILY SLP,LLCGRADING PLANC4-1Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSSENIOR DEVELOPMENTPLANS FOR THIS AREA
Archdale Road(CDOT MAINTAINED-60' R.O.W.)Existing PetResortMulti-familyVacantParcelMulti-familyPrivate Street BMAINT.428 UNITSVANPOOLLEASINGCLUBUPUPSTAIR #1STO.STAIR #2DATASTO.STO.STO.B2-HCA2-HCA2.1B2.1A2.1A2-HCB2B2-HCB2A2-HCA2.1B2-HCB2STO.STO.OPEN BREEZEWAY680.00BREEZEWAY ABOVESPRINKLER428 UNITS323 UNITS239 UNITSUP
UP
RAMP
DN
RAMP
UP RAMP
DN
STAIR #1
STO.
STAIR #2
DATA
STO.
STO.
STO.
OPEN BREE
Z
E
W
A
Y
685.30
684.30
683.30
B2-HC
A2-HC
A2.1
B2.1
A2.1
A2-HC B2
B2-HC
B2
A2-HC
A2.1
B2-HC
B2
SPRINKLER
UPUPUPUPLAUNDRYB1B1C1-HCC1-HCB1B1MAINTENANCEC1-HC680.90680.90OFFICESPRINKLER139 UNITSELEV.2ELEV.1LAUNDRYOFFICESTAIR #2STAIR
#
3
ELEV.LOBBYGRADING & DRAINAGE PLAN NOTESGRADING & DRAINAGE PLAN NOTES6" (TYP.) ROOF DRAIN LATERAL (RD). CONNECTION TO ROOF DRAIN DOWNSPOUTS ORSTAND PIPES. LATERALS SHALL BE CONSTRUCTED AT 1% MINIMUM SLOPE TO MAIN ORCOLLECTOR PIPE. COORDINATE LOCATION AND INVERT WITH ARCH/MEP PLANS.CLEANOUT(S) - ("H-20" TRAFFIC RATED IN ALL PAVED AREAS), SPACING PER GOVERNINGAGENCY.A MINIMUM VERTICAL SEPARATION OF 18-INCHES SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THECONTRACTOR SHALL UTILIZE MINIMUM PIPE SEPARATION REQUIREMENTS PER THEGOVERNING AGENCY.LOW POINT (LP) DRAINAGE BREAK FLOW LINE IN PAVEMENT SECTION. POSITIVE GRADEDRAIN.PERMANENT RIP RAP DISSIPATER PAD AT STORM OUTLET. SEE DETAIL FOR STONE SIZEAND DIMENSION.12345OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES (PAVEMENT SLOPES WITHINTHE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 1.8% MAXIMUM GRADE. CONTRACTORSHALL GRADE THESE AREAS NO STEEPER THAN 2.0%.)SIDEWALK AND CROSSWALK CROSS-SLOPES SHALL NOT EXCEED 3/16" PER LINEAR FOOT(MAX. 2%, SEE DETAIL).ADA ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCALACCESSIBILITY GUIDELINES.18" STANDARD SPILL CURBVARIABLE HEIGHT SEGMENTED RETAINING WALL. (SEE WALL DETAILS)PERMANENT GRASS SWALE. SEE DETAIL FOR DIMENSION AND CAPACITY.SIDEWALK RAMP WITH 5' LANDING AT TOP AND BOTTOM, 1:12 MAX. SLOPE, MAX RISE OF30-INCHES, AND SHALL MEET ALL REQUIREMENTS OF THE ADA STANDARDS FORACCESSIBLE DESIGN FOR RAMPS.PROPOSED TOPOGRAPHIC LEGENDHPHPLPLPPROPOSED STORM DRAINAGE PLAN LEGENDCOFILL HEIGHT TABLEFOR RIGID PIPECLASSMINIMUMFILL (FT)MAXIMUMFILL (FT)III3'IV2'20' < H< 30'V2'30' <H< 40'SPECIALDESIGNREQUIREDH > 40'ARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE FAMILY SLP,LLCGRADING PLANC4-2Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©ANILORACHTRO NNo. 1748N A THAN A. TIDDREGISTERED LANDSCAPE A RCHITECT
SEE ARCHDALE FLATSSENIOR DEVELOPMENTPLANS FOR THIS AREA
Farmhurst Drive(CDOT MAINTAINED-60' R.O.W.)High Meadow Lane(CDOT MAINTAINED-60' R.O.W.)Archdale Road(CDOT MAINTAINED-60' R.O.W.)Private Street AExisting PetResortMulti-familyMulti-familyMulti-familyMulti-familyMulti-familyVacantParcelVacantParcelMulti-familyDOG PARKPrivate Street BMAINT.VANVANVANVANPOOLLEASINGCLUB645 UNITSUPUPSTAIR #1STO.STAIR #2DATASTO.STO.STO.B2-HCA2-HCA2.1B2.1A2.1A2-HCB2B2-HCB2A2-HCA2.1B2-HCB2STO.STO.OPEN BREEZEWAY680.00BREEZEWAY ABOVESPRINKLER428 UNITS323 UNITS528 UNITS239 UNITSUP
UP
RAMPDN
RAMPUP RAMP
DN
STAIR #1
STO.
STAIR #2
DATA
STO.
STO.
STO.
OPEN BREEZEW
A
Y
685.30
684.30
683.30
B2-HC
A2-HC
A2.1
B2.1
A2.1
A2-HC B2
B2-HC
B2
A2-HC
A2.1
B2-HC
B2
SPRINKLER
UPUPUPUPLAUNDRYB1B1C1-HCC1-HCB1B1MAINTENANCEC1-HC680.90680.90OFFICESPRINKLER139 UNITSPOWER - LIGHTING - COMMUNICATION - GAS LEGENDECTGPROPOSED SANITARY - GRAVITY PLAN LEGENDCODRAINAGE LEGENDCOARCHDALE FLATS FAMILYPREPARED FORECG ARCHDALE FAMILY SLP,LLCUTILITY PLANC5-0Know what'sRSUBMITTAL - 1st REVIEW 02-03-2019©SEE ARCHDALE FLATSSENIOR DEVELOPMENTPLANS FOR THIS AREAFIRE DEPARTMENT CONNECTION(F.D.C) NOTES1. ALL FIRE DEPARTMENT CONNECTIONS SHALL BEPROVIDED A CLEAR SPACE OF TEN FEETHORIZONTALLY AND VERTICALLY IN ALL DIRECTIONS.(GAS METERS, ELECTRICAL TRANSFORMERS, ANDPARKED VEHICLES CANNOT BE LOCATED WITHINTHIS SPACE.)2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BEREADILY VISIBLE AND NOT MORE THAN FIFTY FEETFROM A STREET, FIRE LANE, OR SIMILAR AREAPROVIDING ACCESS TO FIRE DEPARTMENTAPPARATUS. THE AREA BETWEEN THE CONNECTIONAND VEHICULAR ACCESS SHALL BE FREE OFOBSTRUCTIONS.3. THERE SHALL BE AN APPROVED PUMPER FIREHYDRANT WITHIN TWO HUNDRED FEET OF THE FIREDEPARTMENT CONNECTION MEASURED ALONG ANAPPROVED PATH OF TRAVEL FOR THE FIREAPPARATUS.4. FOR ADDITIONAL INFORMATION OF FIREPROTECTION SYSTEM INCLUDING LOCATION OF FIREDEPARTMENT CONNECTION, ETC., REFER TO FIREPROTECTION PLANS BY OTHERS.WATER DISTRIBUTION NOTES1. CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGSBASED ON PLUMBING PLANS.2. WATER METER TO BE INSTALLED BY CLT WATER;CONTRACTOR IS RESPONSIBLE FOR COORDINATINGAND PAYING FOR INSTALLATION.3. REDUCED PRESSURE PRINCIPLE BACKFLOWPREVENTION ASSEMBLY AS APPROVED BY CLTWATER TO BE INSTALLED BY CONTRACTOR DURINGCONSTRUCTION. ASSEMBLY TO BE INSTALLEDABOVE-GROUND WITHIN INSULATED ENCLOSUREPER CLT WATER REQUIREMENTS. ENCLOSURE TOINCLUDE DRAIN PORT(S) FOR DISCHARGE WATERPER CLT WATER REQUIREMENTS. ENCLOSURE TOBE LOCATED OUT OF SETBACK. SEE DETAIL SHEETSFOR FURTHER INFORMATION.4. CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGSBASED ON PLUMBING PLANS.5. BASED ON THE BEST AVAILABLE INFORMATION TOTHE DESIGNER, THE BUILDING FIRE PROTECTIONSYSTEMS ARE RATED AS MODERATE HAZARD AND ADOUBLE CHECK VALVE ASSEMBLY IS SPECIFIED. ITWILL BE NECESSARY TO SUBSTITUTE A REDUCEDPRESSURE PRINCIPLE ASSEMBLY IF AT ANY TIMEDURING DESIGN OR CONSTRUCTION THE SYSTEMSARE RATED AS HIGH HAZARD.6. ALL WATER MAINS 6" AND LARGER SHALL BE PVC INACCORDANCE WITH AWWA C-900. THE PIPE SHALLBE PRESSURE CLASS 200 WITH SDR OF 14. DUCTILEIRON PIPE (NO PVC) TO BE USED WITHIN 5 FT. OFBACKFLOW PREVENTION DEVICES.7. THERE SHALL BE NO TAPS, PIPING BRANCHES,UNAPPROVED BYPASS PIPING, HYDRANTS, FIREDEPT. CONNECTION POINTS, OR OTHER WATERUSING APPURTENANCES CONNECTED TO THESUPPLY LINE BETWEEN ANY WATER METER AND ITSCLT. WATER REQUIRED BACKFLOW PREVENTER.8. TAMPER SWITCHES TO BE INSTALLED ON THE FIRELINE BACKFLOW PREVENTER. INSTALL 3/4" CONDUITFROM FIRE LINE BACKFLOW VAULT TO BUILDINGALARM SYSTEM INSIDE BUILDING. COORDINATEWITH ALARM SYSTEM MANUFACTURER.9. EACH CLT. WATER REQUIRED BACKFLOWPREVENTION ASSEMBLY IS REQUIRED TO BE TESTEDBY A CLT. WATER APPROVED CERTIFIED TESTERPRIOR TO PLACING THE WATER SYSTEM IN SERVICE.10. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANENCROACHMENT AGREEMENT PERMIT ASREQUIRED, TO CONSTRUCT UTILITY CONNECTIONS.11. LOCATE FIRE DEPARTMENT CONNECTION (FDC) PERFIRE PROTECTION PLANS (BY OTHERS) AND FIREDEPARTMENT REQUIREMENTS.12. ALL FIRE HYDRANTS SHALL HAVE A 5-INCH STORZPUMPER CONNECTION.13. ALL METERS SHALL HAVE A VALVE BEFORE ANDAFTER METER PER CLT. WATER REQUIREMENTS(SEE CLT. WATER STANDARD DETAILS)BACKFLOW PREVENTION NOTES:1. INSULATED ENCLOSURE SHALL BE PROVIDED WITH AHEATER TO SUSTAIN A MIN. TEMP OF 40'.CONTRACTOR RESPONSIBLE FOR COORDINATINGAND HAVING ELECTRICAL SERVICE BROUGHT TOBACKFLOW PREVENTION DEVICE FOR THE HEATER.2. THERE SHALL BE NO TAPS, PIPING BRANCHES,UNAPPROVED BYPASS PIPING, HYDRANTS, FIREDEPT. CONNECTION POINTS, OR OTHER WATERUSING APPURTENANCES CONNECTED TO THESUPPLY LINE BETWEEN ANY WATER METER AND ITSCLT WATER REQUIRED BACKFLOW PREVENTER.3. EACH CLT WATER REQUIRED BACKFLOWPREVENTER IS REQUIRED TO BE TESTED BY A CLTWATER APPROVED CERTIFIED TESTER PRIOR TOPLACING THE WATER SYSTEM IN SERVICE. SEE CLTWATER SPECIFICATIONS FOR LIST OF APPROVEDCERTIFIED TESTERS.4. CONTRACTOR SHALL INSTALL TAMPER SWITCHES ONGATE VALVES REDUCED PRESSURE BACKFLOWASSEMBLIES THAT SERVE FIRE SPRINKLERSYSTEMS.5. NO PLASTIC PIPE WITHIN 5 FEET OF EITHER END OFBACKFLOW PREVENTERS.6. NO PERMANENT INSULATION SHALL BE INSTALLEDON THE BP ASSEMBLY.7. FIRE DEPARTMENT REQUIRES TAMPER SWITCHESON BP'S SERVING SPRINKLERS. SWITCHES TO BEWIRED TO MAIN ALARM PANEL.NOTE:1. CONTRACTOR SHALL MAINTAIN 18" MINIMUMVERTICAL CLEARANCE BETWEEN CROSSINGUTILITIES.
USACE AID #:NCDWR #:
PROJECT / SITE INFORMATION:
1. Project name (if any):2. Date of evaluation:
3. Applicant/owner name:
5. County:6. Nearest named water body
7. River Basin: on USGS 7.5-minute quad:
8. Site coordinates (decimal degrees, at lower end of assessment reach):
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map):10. Length of assessment reach evaluated (feet):
11. Channel depth from bed (in riffle, if present) to top of bank (feet):Unable to assess channel depth.
12. Channel width at top of bank (feet):13. Is assessment reach a swamp stream?Yes No
14. Feature type:Perennial flow Intermittent flow Tidal Marsh Stream
STREAM RATING INFORMATION:
15. NC SAM Zone:Mountains (M)Piedmont (P)Inner Coastal Plain (I)Outer Coastal Plain (O)
16. Estimated geomorphic
valley shape (skip for a b
Tidal Marsh Stream):(more sinuous stream, flatter valley slope)(less sinuous stream, steeper valley slope)
17. Watershed size: (skip Size 1 (< 0.1 mi2)Size 2 (0.1 to < 0.5 mi2)Size 3 (0.5 to < 5 mi2)Size 4 (≥ 5 mi2)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated?Yes No If Yes, check all that appy to the assessment area.
Section 10 water Classified Trout Waters Water Supply Watershed (I II III IV V)
Essential Fish Habitat Primary Nursery Area High Quality Waters/Outstanding Resource Waters
Publicly owned property NCDWR riparian buffer rule in effect Nutrient Sensitive Waters
Anadromous fish 303(d) List CAMA Area of Environmental Concern (AEC)
Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
Designated Critical Habitat (list species):
19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached?Yes No
1.Channel Water – assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
A Water throughout assessment reach.
B No flow, water in pools only.
C No water in assessment reach.
2.Evidence of Flow Restriction – assessment reach metric
A At least 10% of assessment reach in-stream habitat or riffle-pool sequence is adversely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates).
B Not A
3.Feature Pattern – assessment reach metric
A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
B Not A.
4.Feature Longitudinal Profile – assessment reach metric
A Majority of assessment reach has a substantially altered stream profile (examples: channel down-cutting, existing damming,
over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of
these disturbances).
B Not A
5.Signs of Active Instability – assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down-cutting (head-cut), active widening, and artificial hardening (such as concrete, gabion, rip-rap).
A < 10% of channel unstable
B 10 to 25% of channel unstable
C > 25% of channel unstable
6.Streamside Area Interaction – streamside area metric
Consider for the Left Bank (LB) and the Right Bank (RB).
LB RB
A A Little or no evidence of conditions that adversely affect reference interaction
2
3'
NC SAM FIELD ASSESSMENT FORM
Accompanies User Manual Version 2
Rating Calculator Version 2
INSTRUCTIONS:Attach a sketch of the assessment area and photographs.Attach a copy of the USGS 7.5-minute topographic
quadrangle,and circle the location of the stream reach under evaluation.If multiple stream reaches will be evaluated on the same
property,identify and number all reaches on the attached map,and include a separate form for each reach.See the NC SAM User
Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if any supplementary
SAW-2019-00260
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant.
Archdale Site January 31, 2019
35.146745, -80.894043
Stream 1 ~150'
Elmington Capital Group 4. Assessor name/organization:C. Tinklenberg/Kimley-Horn
Mecklenburg
Catawba Kings Branch
B B Moderate evidence of conditions (examples: berms, levees, down-cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited streamside area access, disruption of flood flows through streamside area,
leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
C C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision,
disruption of flood flows through streamside area] or too much floodplain/intertidal zone access [examples:
impoundments, intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a
man-made feature on an interstream divide
7.Water Quality Stressors – assessment reach/intertidal zone metric
Check all that apply.
A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam)
B Excessive sedimentation (burying of stream features or intertidal zone)
C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
D Odor (not including natural sulfide odors)
E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in the "Notes/Sketch"
section.
F Livestock with access to stream or intertidal zone
G Excessive algae in stream or intertidal zone
H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc.)
I Other:(explain in "Notes/Sketch" section)
J Little to no stressors
8.Recent Weather – watershed metric
For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a
drought.
A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours
B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
C No drought conditions
9 Large or Dangerous Stream – assessment reach metric
Yes No Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Streamside Area Ground Surface Condition).
10.Natural In-stream Habitat Types – assessment reach metric
10a.Yes No Degraded in-stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in-stream hardening [for example, rip-rap], recent dredging, and snagging)
(evaluate for size 4 Coastal Plain streams only, then skip to Metric 12)
10b.Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
A Multiple aquatic macrophytes and aquatic mosses F 5% oysters or other natural hard bottoms
(include liverworts, lichens, and algal mats)G Submerged aquatic vegetation
B Multiple sticks and/or leaf packs and/or emergent H Low-tide refugia (pools)
vegetation I Sand bottom
C Multiple snags and logs (including lap trees)J 5% vertical bank along the marsh
D 5% undercut banks and/or root mats and/or roots K Little or no habitat
in banks extend to the normal wetted perimeter
E Little or no habitat
11.Bedform and Substrate – assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11a.Yes No Is assessment reach in a natural sand-bed stream? (skip for Coastal Plain streams)
11b.Bedform evaluated. Check the appropriate box(es).
A Riffle-run section (evaluate 11c)
B Pool-glide section (evaluate 11d)
C Natural bedform absent (skip to Metric 12, Aquatic Life)
11c.In riffles sections, check all that occur below the normal wetted perimeter of the assessment reach – whether or not submerged.
Check at least one box in each row (skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present (NP) =
absent, Rare (R) = present but ≤ 10%, Common (C) = > 10-40%, Abundant (A) = > 40-70%, Predominant (P) = > 70%. Cumulative
percentages should not exceed 100% for each assessment reach.
NP R C A P
Bedrock/saprolite
Boulder (256 – 4096 mm)
Cobble (64 – 256 mm)
Gravel (2 – 64 mm)
Sand (.062 – 2 mm)
Silt/clay (< 0.062 mm)
Detritus
Artificial (rip-rap, concrete, etc.)
11d.Yes No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12.Aquatic Life – assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12a.Yes No Was an in-stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. No Water Other:
*********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS****************************Check for TidalMarsh Streamsonly
12b.Yes No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check
all that apply. If No, skip to Metric 13.
1 >1 Numbers over columns refer to “individuals” for size 1 and 2 streams and “taxa” for size 3 and 4 streams.
Adult frogs
Aquatic reptiles
Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats)
Beetles (including water pennies)
Caddisfly larvae (Trichoptera [T])
Asian clam (Corbicula )
Crustacean (isopod/amphipod/crayfish/shrimp)
Damselfly and dragonfly larvae
Dipterans (true flies)
Mayfly larvae (Ephemeroptera [E])
Megaloptera (alderfly, fishfly, dobsonfly larvae)
Midges/mosquito larvae
Mosquito fish (Gambusia ) or mud minnows (Umbra pygmaea)
Mussels/Clams (not Corbicula )
Other fish
Salamanders/tadpoles
Snails
Stonefly larvae (Plecoptera [P])
Tipulid larvae
Worms/leeches
13.Streamside Area Ground Surface Condition – streamside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and
upland runoff.
LB RB
A A Little or no alteration to water storage capacity over a majority of the streamside area
B B Moderate alteration to water storage capacity over a majority of the streamside area
C C Severe alteration to water storage capacity over a majority of the streamside area (examples include: ditches, fill,
soil, compaction, livestock disturbance, buildings, man-made levees, drainage pipes)
14.Streamside Area Water Storage – streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area.
LB RB
A A Majority of streamside area with depressions able to pond water ≥ 6 inches deep
B B Majority of streamside area with depressions able to pond water 3 to 6 inches deep
C C Majority of streamside area with depressions able to pond water < 3 inches deep
15.Wetland Presence – streamside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the
normal wetted perimeter of assessment reach.
LB RB
Y Y Are wetlands present in the streamside area?
N N
16.Baseflow Contributors – assessment reach metric (skip for size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
A Streams and/or springs (jurisdictional discharges)
B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
C Obstruction that passes some flow during low-flow periods within assessment area (beaver dam, bottom-release dam)
D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage)
E Stream bed or bank soil reduced (dig through deposited sediment if present)
F None of the above
17.Baseflow Detractors – assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
B Obstruction not passing flow during low flow periods affecting the assessment reach (ex: watertight dam, sediment deposit)
C Urban stream (≥ 24% impervious surface for watershed)
D Evidence that the stream-side area has been modified resulting in accelerated drainage into the assessment reach
E Assessment reach relocated to valley edge
F None of the above
18.Shading – assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider “leaf-on” condition.
A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
B Degraded (example: scattered trees)
C Stream shading is gone or largely absent
19.Buffer Width – streamside area metric (skip for Tidal Marsh Streams)
Consider “vegetated buffer” and “wooded buffer” separately for left bank (LB) and right bank (RB) starting at the top
of bank out to the first break.
Vegetated Wooded
LB RB LB RB
A A A A ≥ 100-feet wide or extends to the edge of the watershed
B B B B From 50 to < 100-feet wide
C C C C From 30 to < 50-feet wide
D D D D From 10 to < 30-feet wide
E E E E < 10-feet wide or no trees
20.Buffer Structure – streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width).
LB RB
A A Mature forest
B B Non-mature woody vegetation or modified vegetation structure
C C Herbaceous vegetation with or without a strip of trees < 10 feet wide
D D Maintained shrubs
E E Little or no vegetation
21.Buffer Stressors – streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but
is within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22:
Abuts < 30 feet 30-50 feet
LB RB LB RB LB RB
A A A A A A Row crops
B B B B B B Maintained turf
C C C C C C Pasture (no livestock)/commercial horticulture
D D D D D D Pasture (active livestock use)
22.Stem Density – streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width).
LB RB
A A Medium to high stem density
B B Low stem density
C C No wooded riparian buffer or predominantly herbaceous species or bare ground
23.Continuity of Vegetated Buffer – streamside area metric (skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10-feet wide.
LB RB
A A The total length of buffer breaks is < 25 percent.
B B The total length of buffer breaks is between 25 and 50 percent.
C C The total length of buffer breaks is > 50 percent.
24.Vegetative Composition – First 100 feet of streamside area metric (skip for Tidal Marsh Streams)
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes
to assessment reach habitat.
LB RB
A A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native
species, with non-native invasive species absent or sparse.
B B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear-cutting or clearing or
communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or
communities missing understory but retaining canopy trees.
C C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non-characteristic species or communities inappropriately composed of a single species or no vegetation.
25.Conductivity – assessment reach metric (skip for all Coastal Plain streams)
25a.Yes No Was a conductivity measurement recorded?
If No, select one of the following reasons. No Water Other:
25b.Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter).
A <46 B 46 to < 67 C 67 to < 79 D 79 to < 230 E ≥ 230
Notes/Sketch:
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
(4) Floodplain Access
(4) Wooded Riparian Buffer
(4) Microtopography
(3) Stream Stability
(4) Channel Stability
(4) Sediment Transport
(4) Stream Geomorphology
(2) Stream/Intertidal Zone Interaction
(2) Longitudinal Tidal Flow
(2) Tidal Marsh Stream Stability
(3) Tidal Marsh Stream Geomorphology
(1) Water Quality
(2) Baseflow
(2) Streamside Area Vegetation
(3) Upland Pollutant Filtration
(3) Thermoregulation
(2) Indicators of Stressors
(2) Aquatic Life Tolerance
(2) Intertidal Zone Filtration
(1) Habitat
(2) In-stream Habitat
MEDIUM
HIGH
Draft NC SAM Stream Rating Sheet
Accompanies User Manual Version 1
Rating Calculator Version 1
LOW
MEDIUM
USACE/
All Streams
NCDWR
Intermittent
NA
NA
(2) Flood Flow
C. Tinklenberg/Kimley-Horn
January 31, 2019
NO
NO
YES
Intermittent
NA
MEDIUM
HIGH
LOW
(2) Baseflow
Stream Category Assessor Name/Organization
MEDIUM
MEDIUM
Pb2
Stream Site Name
MEDIUM
NA
Archdale Site Date of Evaluation
(3) Tidal Marsh Channel Stability
(3) Streamside Area Attenuation
Function Class Rating Summary
(1) Hydrology
NA
HIGH
HIGH
HIGH
HIGH
HIGH
NO
NA
NA
NA
NA
LOW
LOW
HIGH
HIGH
HIGH
MEDIUM
NA
NA
OMITTED
NA
HIGH
NO
NA
NA
MEDIUM
MEDIUM
MEDIUM
MEDIUM
MEDIUM
HIGH
MEDIUM
HIGH
MEDIUM
HIGH
NA
MEDIUM
HIGH
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:28.5
Stream is at least intermittent
if ≥ 19 or perennial if ≥ 30
A. Geomorphology Subtotal = Absent Weak Strong Score
0 1 3 3
0 1 3 1
0 1 3 2
0 1 3 1
0 1 3 2
0 1 3 1
0 1 3 2
0 1 3 0
0 0.5 1.5 0.5
0 0.5 1.5 1
0
a artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 9
0 1 3 2
0 1 3 2
1.5 1 0 1
0 0.5 1.5 1
0 0.5 1.5 0
3
C. Biology Subtotal = 6
3 2 0 3
3 2 0 3
0 1 3 0
0 1 3 0
0 0.5 1.5 0
0 0.5 1.5 0
0 0.5 1.5 0
0 0.5 1.5 0
0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Lower reach of intermittent stream - bed/bank persists;
Baseflow is not continuous throughout assessment reach; substrate
dominated by sand, no gravel/cobble present;
No fish or other aquatic organisms are present
1a. Continuity of channel bed and bank 2
North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
1/31/2019 Archdale Site / S1 /
Form 1 35.146745
Chris Tinklenberg Mecklenburg -80.894043
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:Charlotte West
13.5 Moderate
2. Sinuosity of channel along thalweg 2
3. In-channel structure: ex. riffle-pool, step-pool, ripple-
pool sequence 2
4. Particle size of stream substrate 2
5. Active/relic floodplain 2
6. Depositional bars or benches 2
7. Recent alluvial deposits 2
13. Iron oxidizing bacteria 2
8. Headcuts 2
9. Grade control 1
10. Natural valley 1
11. Second or greater order channel No = 0 Yes = 3
12. Presence of Baseflow 2
19. Rooted upland plants in streambed 1
14. Leaf litter 0.5
15. Sediment on plants or debris 1
16. Organic debris lines or piles 1
17. Soil-based evidence of high water table?No = 0 Yes = 3
18. Fibrous roots in streambed 1
20. Macrobenthos (note diversity and abundance)2
21. Aquatic Mollusks 2
22. Fish 1
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0
23. Crayfish 1
24. Amphibians 1
25. Algae 1
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:27
Stream is at least intermittent
if ≥ 19 or perennial if ≥ 30
A. Geomorphology Subtotal = Absent Weak Strong Score
0 1 3 3
0 1 3 1
0 1 3 1
0 1 3 1
0 1 3 1
0 1 3 2
0 1 3 2
0 1 3 0
0 0.5 1.5 0
0 0.5 1.5 1
0
a artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 9
0 1 3 3
0 1 3 1
1.5 1 0 1
0 0.5 1.5 1
0 0.5 1.5 0
3
C. Biology Subtotal = 6
3 2 0 3
3 2 0 3
0 1 3 0
0 1 3 0
0 0.5 1.5 0
0 0.5 1.5 0
0 0.5 1.5 0
0 0.5 1.5 0
0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Continuous bed and bank strong throughout this assessment reach;
Baseflow is continuous throughout; Substrate dominated by sand; no
gravel/cobble present; No fish or other aquatic organisms were observed
1a. Continuity of channel bed and bank 2
North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
1/31/2019 Archdale Site / S1 /
Form 2 35.146745
Chris Tinklenberg Mecklenburg -80.894043
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:Charlotte West
12 Moderate
2. Sinuosity of channel along thalweg 2
3. In-channel structure: ex. riffle-pool, step-pool, ripple-
pool sequence 2
4. Particle size of stream substrate 2
5. Active/relic floodplain 2
6. Depositional bars or benches 2
7. Recent alluvial deposits 2
13. Iron oxidizing bacteria 2
8. Headcuts 2
9. Grade control 1
10. Natural valley 1
11. Second or greater order channel No = 0 Yes = 3
12. Presence of Baseflow 2
19. Rooted upland plants in streambed 1
14. Leaf litter 0.5
15. Sediment on plants or debris 1
16. Organic debris lines or piles 1
17. Soil-based evidence of high water table?No = 0 Yes = 3
18. Fibrous roots in streambed 1
20. Macrobenthos (note diversity and abundance)2
21. Aquatic Mollusks 2
22. Fish 1
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0
23. Crayfish 1
24. Amphibians 1
25. Algae 1
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:23.5
Stream is at least intermittent
if ≥ 19 or perennial if ≥ 30
A. Geomorphology Subtotal = Absent Weak Strong Score
0 1 3 1
0 1 3 1
0 1 3 1
0 1 3 1
0 1 3 1
0 1 3 1
0 1 3 2
0 1 3 0
0 0.5 1.5 0
0 0.5 1.5 0.5
0
a artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 10
0 1 3 3
0 1 3 1
1.5 1 0 1
0 0.5 1.5 1
0 0.5 1.5 1
3
C. Biology Subtotal = 5
3 2 0 2
3 2 0 3
0 1 3 0
0 1 3 0
0 0.5 1.5 0
0 0.5 1.5 0
0 0.5 1.5 0
0 0.5 1.5 0
0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
S1 originates at the outlet of an 18" hdpe pipe; alluvial deposition is present
throughout the assessment reach;
Flow is diffuse with very weak bed; however, is continuous
1a. Continuity of channel bed and bank 2
North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
1/31/2019 Archdale Site / S1 /
Form 3 35.146745
Chris Tinklenberg Mecklenburg -80.894043
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:Charlotte West
8.5 Moderate
2. Sinuosity of channel along thalweg 2
3. In-channel structure: ex. riffle-pool, step-pool, ripple-
pool sequence 2
4. Particle size of stream substrate 2
5. Active/relic floodplain 2
6. Depositional bars or benches 2
7. Recent alluvial deposits 2
13. Iron oxidizing bacteria 2
8. Headcuts 2
9. Grade control 1
10. Natural valley 1
11. Second or greater order channel No = 0 Yes = 3
12. Presence of Baseflow 2
19. Rooted upland plants in streambed 1
14. Leaf litter 0.5
15. Sediment on plants or debris 1
16. Organic debris lines or piles 1
17. Soil-based evidence of high water table?No = 0 Yes = 3
18. Fibrous roots in streambed 1
20. Macrobenthos (note diversity and abundance)2
21. Aquatic Mollusks 2
22. Fish 1
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0
23. Crayfish 1
24. Amphibians 1
25. Algae 1
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:31.5
Stream is at least intermittent
if ≥ 19 or perennial if ≥ 30
A. Geomorphology Subtotal = Absent Weak Strong Score
0 1 3 3
0 1 3 1
0 1 3 1
0 1 3 1
0 1 3 2
0 1 3 2
0 1 3 2
0 1 3 0
0 0.5 1.5 0
0 0.5 1.5 1.5
0
a artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 12
0 1 3 3
0 1 3 3
1.5 1 0 1
0 0.5 1.5 1
0 0.5 1.5 1
3
C. Biology Subtotal = 6
3 2 0 3
3 2 0 3
0 1 3 0
0 1 3 0
0 0.5 1.5 0
0 0.5 1.5 0
0 0.5 1.5 0
0 0.5 1.5 0
0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Assessment reach below farmhurst Dr approximately 40' feet downstream
of a 36" rcp culvert. Iron oxidizing bacteria very strong, baseflow very strong.
No fish or other aquatic organisms were present
1a. Continuity of channel bed and bank 2
North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
1/31/2019 Archdale Site / S1 /
Form 4 35.146745
Chris Tinklenberg Mecklenburg -80.894043
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:Charlotte West
13.5 Moderate
2. Sinuosity of channel along thalweg 2
3. In-channel structure: ex. riffle-pool, step-pool, ripple-
pool sequence 2
4. Particle size of stream substrate 2
5. Active/relic floodplain 2
6. Depositional bars or benches 2
7. Recent alluvial deposits 2
13. Iron oxidizing bacteria 2
8. Headcuts 2
9. Grade control 1
10. Natural valley 1
11. Second or greater order channel No = 0 Yes = 3
12. Presence of Baseflow 2
19. Rooted upland plants in streambed 1
14. Leaf litter 0.5
15. Sediment on plants or debris 1
16. Organic debris lines or piles 1
17. Soil-based evidence of high water table?No = 0 Yes = 3
18. Fibrous roots in streambed 1
20. Macrobenthos (note diversity and abundance)2
21. Aquatic Mollusks 2
22. Fish 1
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0
23. Crayfish 1
24. Amphibians 1
25. Algae 1
NCNHDE-9188
June 5, 2019
Addie Lasitter
Kimley-Horn
200 South Tryon Street
Charlotte, NC 28202
RE: Archdale Site
Dear Addie Lasitter:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached ‘Potential Occurrences’ table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area, if any, are also included in this report.
If a Federally-listed species is found within the project area or is indicated within a one-mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally-listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Archdale Site
June 5, 2019
NCNHDE-9188
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Freshwater
Bivalve
13485 Lasmigona decorata Carolina Heelsplitter 1918-Pre X 3-Medium Endangered Endangered G1 S1
Vascular Plant 13743 Delphinium exaltatum Tall Larkspur 1800s Hi?5-Very
Low
---Endangered G3 S2
No Natural Areas are Documented Within a One-mile Radius of the Project Area
Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area Name Owner Owner Type
Mecklenburg County Open Space Mecklenburg County Local Government
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/content/help. Data query generated on June 5, 2019; source: NCNHP, Q2 Apr 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3
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Page 3 of 3
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TIM BAUMGARTNER
Director
Joe Horowitz
Elmington Capital Group
118 16th Ave. South, Suite 200
Nashville, TN 37203
Project: Archdale Site
NORTH CAROLINA
Environmental Quality
June 4, 2019
Expiration of Acceptance: 12/4/2019
County: Mecklenburg
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location Impact Type Impact Quantity
[8 -digit HUC)
Catawba 03050103* Warm Stream 6
*DMS proposes to utilize the Catawba 03 Expanded Service Area to meet the mitigation requirement.
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 02B.0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
cc: Addie Lassiter, agent
Sincerely,
Jamas. B Stanfill
Asset Management Supervisor
El>
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W.)ones Street 1 1652 Mail Service Center I Welgh Norih Carolina 27699.1652
1119107,8976