20160807 Ver 2_14530C TIP C-5531 NWP #3 PCN Application_20190912

Preliminary ORM Data Entry Fields for New Actions
ACTION ID#: SAW-Begin Date (Date Received):
Prepare file folder D Assign Action ID Number in ORM D
1. Project Name [PCN Form A2a]: Briarcliff Road Area Sidewalk Improvements
2. Work Type: 0Private Oinstitutional If IGovernment Ocommercial
3. Project Description I Purpose [PCN Form B3d and B3e]:
NCDOT TIP Project to provide pedestrian walkways along existing streets and replace the existing culverts with a 15'-7" x 10'-2"
aluminum arch culvert.
4. Property Owner I Applicant [PCN Form A3 or A4]: Town of Mooresville
5. Agent I Consultant [PNC Form A5 -or ORM Consultant ID Number]:
Alley, Williams, Carmen, & King, Inc.
6. Related Action ID Number(s) [PCN Form B5b]: SAW-2016-00526, NCDWR project 2016087v.1
7. Project Location-Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
Latitude: 35.552436, Longitude -80.797573. The site is located on Briarcliff Drive at the Dye Creek
crossing
8. Project Location-Tax Parcel ID [PCN Form Bla]: Public r/w,4666-50-4604, 4666-50-2763, 4666-50-5a
9. Project Location-County [PCN Form A2b]: Iredell
10. Project Location-Nearest Municipality or Town [PCN Form A2c]: Mooresville
11. Project Information-Nearest Waterbody [PCN Form B2a]: Dye Creek
12. Watershed I 8-Digit Hydrologic Unit Code [PCN Form B2c]: Yadkin Pee Dee/ 0304 0105
Authorization: Section 10 D Section 4041 f I
Regulatory Action Type:
D Standard Permit
§Nationwide Permit#
Regional General Permit #
Jurisdictional Determination Request
Section 10 and 404 D
0Pre-Application Request
D Unauthorized Activity
D Compliance
0No Permit Required
Revised 20150602
4. Applicant Information (if different from owner)
4a. Applicant is: D Agent D 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: Jeffery D Moody, PE
5b. Business name Alley, Williams, Carmen & King, Inc. (if applicable):
5c. Street address: 120 South Main Street
5d. City, state, zip: Kannapolis, NC 28081
5e. Telephone no.: 704-938-1515
5f. Fax no.: 704-938-6810
5g. Email address: [e-mail]
Page 2of10
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): Parcels 4666-50-4604, 4666-50-2763, 4666-50-5800
1b. Site coordinates (in decimal degrees): I Latitude: 35.552436 Longitude: -80.797573
1c. Property size: 15.6 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Dye Creek
2b. Water Quality Classification of nearest receiving water: c
2c. River basin: Yadkin
3. Project Desc~iption
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:
An existing road crossing of Dye Creek with twin 84" CMP culverts. Land cover is roadway pavement and a mixture of woods and managed
herbaceous cover. The predominate land use is single family detached residential and pasture with structures on the surrounding residential
properties. A portion of the project is located in the floodplain of Dye Creek.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 187
3d. Explain the purpose of the proposed project:
NC DOT TIP Project to provide pedestrian walkways along existing streets and replace the existing culverts with a 15'-7" x 10'-2" aluminum arch culvert
D
3e. Describe the overall project in detail, including the type of equipment to be used:
Shoulder widening with installation of curb & gutter, sidewalk & associated storm drainage improvements including replacement of an existing dual cul1
D
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the 0Yes [g] No D Unknown Corps or State been requested or obtained for this property I Comments: project (including all prior phases) in the past?
4b. If the Corps made the jurisdictional determination, what type D Preliminary D Final of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for (g]Yes 0No D Unknown this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Project was previously approved under Corps Action ID Number SAW-2016-00526 applied for on August 16th 2016 and NCDWR project 2016087v.1 ,
D
6. Future Project Plans
6a. Is this a phased project? D Yes [g] No
6b. If yes, explain.
Page 3of10
PCN Form -Version 1.4 January 2009
c. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
D Wetlands 181 Streams -tributaries D Buffers D Open Waters D Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of
number Corps (404, 10) or impact
Permanent (P) or DWQ (401, other) (acres)
Temporary (T)
W1 -Choose one Choose one Yes/No -
W2 -Choose one Choose one Yes/No -
W3 -Choose one Choose one Yes/No -
W4 -Choose one Choose one Yes/No -
W5 -Choose one Choose one Yes/No -
W6 -Choose one Choose one Yes/No -
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. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact
number intermittent (INT)? jurisdiction stream length
Permanent (P) or width (linear
Temporary (T) (feet) feet)
S1 T Erosion Control Dye Creek PER Corps 18 18
S2 p Stabilization Dye Creek PER Corps 20 26
S3 p Culvert Dye Creek PER Corps 20 6
S4 p Stabilization Dye Creek PER Corps 20 22
S5 T Erosion Control Dye Creek PER Corps 16 33
S6 -Choose one --
3h. Total stream and tributary impacts 105
3i. Comments:
Construction of the pipe arch will include removal of the existing pipes and replacement with the new pipe and headwalls and bank stabilization of the
areas disturbed along the edge of the bank. The culvert installation includes a 1 foot bury depth. The culvert replacement and headwall construction
will occur in the dry. Stream flow is to be bypass pumped around work area. Temporary impacts are for construction of the impervious dikes used to
pump the stream flow around the work area.
Page 4of10
PCN Form -Version 1.4 January 2009
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. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody Area of impact (acres)
Permanent (P) or type
Temporary (T)
01 -Choose one Choose
02 -Choose one Choose
03 -Choose one Choose
04 -Choose one Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond (acres)
Flooded Filled Excavated Flooded Filled Excavated
P1 Choose one
P2 Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required? D Yes D 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 anv impacts require mitiqation, then vou MUST fill out Section D of this form.
6a. Project is in which protected basin? D Neuse D Tar-Pamlico D Catawba D Randleman D Other:
6b. 6c. 6d. 6e. 6f. 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number-mitigation impact impact
Permanent (P) or required? (square (square
Temporary (T) feet) feet)
B1 -Yes/No
B2 -Yes/No
B3 -Yes/No
B4 -Yes/No
B5 -Yes/No
B6 -Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5of10
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The invert of the proposed pipe-arch culvert is being placed one foot below the elevation of the natural streambed to allow low flow passage of water
and aquatic life, and the existing stream bank topography is not being altered with the exception of rip-rap bank stabilization placed at the edge of the
existing stream bank elevation.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The temporary construction work area is limited to the minimum width sufficient for construction of erosion control measures and bypass pumping is
employed to minimize stream impacts. A silt bag, special stilling basin, temporary diversion berm and slope drain are is being utilized to protect the
stream bank from work space dewatering discharges.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for D Yes [8J No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): DDWQ Dcorps
D Mitigation bank
2c. If yes, which mitigation option will be used for this D Payment to in-lieu fee program project?
D Permittee Responsible Mitigation
3. Complete if Using a Mitiaation Bank
3a. Name of Mitigation Bank:
Type: Choose one Quantity:
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type: Choose one Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. D Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: Choose one
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:
5. Complete if Using a Permittee Responsible Mitigation Plan
Sa. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6of10
PCN Form -Version 1.4 January 2009
6. BufferMitigation (State Regulated Riparian Buffer Rules) -required by DWQ
Ba. Will the project result in an impact within a protected riparian buffer that requires D Yes ~No buffer mitigation?
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.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (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 7 of 10
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 D Yes ~No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
OYes D No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 15.1 %
2b. Does this project require a Stormwater Manaqement Plan? DYes ~No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
There is minimal new impervious area proposed for this project. The Post Construction Stormwater discharges are permitted under the Town of
Mooresville Phase II Stormwater Permit issued to the Town by NC DEQ. Discharges have been treated per the guidelines in the NCDOT Stormwater
Best Management Practices Toolbox for linear road projects. The construction will comply with the Construction Stormwater General Permit.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan? Town of Mooresville
3. Certified Local Government Stormwater Review
3a. In which local qovernment's jurisdiction is this project? Town of Mooresville
~Phase II
3b. Which of the following locally-implemented stormwater management programs 0NSW
OUSMP apply (check all that apply): D Water Supply Watershed
D Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
0Yes ~No
4. DWQ Stormwater Program Review
Dcoastal counties
DHOW
4a. Which of the following state-implemented stormwater management programs apply OORW
(check all that apply): 0Session Law 2006-246
OOther:
4b. Has the approved Stormwater Management Plan with proof of approval been 0Yes 0No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? OYes ONo
5b. Have all of the 401 Unit submittal requirements been met? OYes ONo
Page 8 of 10
PCN Form -Version 1.4 January 2009
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the 181 Yes 0No use of public (federal/state) land?
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 0Yes 181 No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
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
0Yes 0No letter.)
Comments:
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, 0Yes 181 No
or Riparian Buffer Rules (15A NCAC 28 .0200)?
2b. Is this an after-the-fact permit application? 0Yes 181 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 0Yes 181 No additional development, which could impact nearby downstream water quality?
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.
The project is an enhancement for pedestrian access along an existing public road and the replacement of an existing storm drainage structure. This
project is also an area where developers are required to obtain a Phase II Stormwater Plan approval from the Town of Mooresville or NCDEQ. The
measures required to obtain plan approval should prevent additional stormwater quality impacts.
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.
No wastewater will be generated from this project.
Page 9 of 10
PCN Form -Version 1.4 January 2009
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or 181 Yes 0No habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act 181 Yes 0No impacts?
5c. If yes , indicate the USFWS Field Office you have contacted. Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
U.S . Fish & Wildlife Service -see attached official species list in response to IPaC request.
Atlas Environmental, Inc. -see attached Federal protected species assessment.
6. Essential Fish Habitat (Corps Requirement)
6a . Will this project occur in or near an area designated as essential fish habitat? 0Yes jg! No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA EFH Mapper. See attached EFH Mapper Reports .
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 0 Yes jg! No status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
North Carolina State Historic Preservation Office -see attached HPOWEB Map and letter from SHPO (tracking number ER 16-0343).
8. Flood Zone Designation (Corps Requirement)
Ba . Will this project occur in a FEMA-designated 100-year floodplain? 181 Yes 0No
Bb. If yes, explain how project meets FEMA requirements:
A No-R ise study has been prepared and the project will not increase the 100 year flood elevation .
Be . What source(s) did you use to make the floodplain determination?
FEMA Map Panel 4666, Map Number 3710466600J , Revised 3/18/2008
Ryan Rase ~-/:.~ 7/3/;1
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorizat ion
letter from the applicant is provided .)
Page 10of10
Town of Mooresville
Briarcliff Road Area Improvements TIP Project No. C-5531
Additional information (PCN form does not print all of text included in the box)
Item 3a
Shoulder widening with installation of curb & gutter, sidewalk & associated storm drainage
improvements including replacement of an existing dual
culvert system with a pipe arch using track hoes, front end loaders, vibratory compaction equipment,
and bypass pumping equipment.
Item 3e
Shoulder widening with installation of curb & gutter, sidewalk & associated storm drainage
improvements including replacement of an existing dual culvert system with a pipe arch using track
hoes, front end loaders, vibratory compaction equipment, and bypass pumping equipment.
Item Sb
Project was previously approved under Corps Action ID Number SAW-2016-00526, applied for on August
16th 2016 and NCDWR project 2016087v.1, but expired prior to the project construction on March 18th
of 2017. The project was delayed due to bid values higher than the estimated project cost.
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STREAM BASE FLOW TO BE
PUMPED AROUND WORK AREA
IMPERVIOUS DIKE
IMPERVIOUS DIKE
SILT BAG SPECIAL STILLING BASIN.
SILT BAG SHALL REST ON A MINIMUM 8" LAYER OF
#5 OR #57 SEDIMENT CONTROL STONE AND SHALL
BE LOCATED ON A LEVEL AREA. TEMP. DIVERSION
BERM AND 12" SLOPE DRAIN TO BE INSTALLED
BELOW SILT BAG TO PROTECT STREAM BANK.
TEMP. DIVERSION BERM TO BE
INSTALLED ABOVE CULVERT
EXCAVATION CUT SLOPE
TEMP. DIVERSION BERM
TO BE INSTALLED ABOVE
CULVERT EXCAVATION
CUT SLOPE
SILT FENCE
APPROX. LIMITS OF PROPOSED CULVERT
EXCAVATION. BOUNDARY MAY DIFFER
BASED ON EXISTING SOIL PROPERTIES.
STREAM IMPACT No. S1:
18 LF TEMPORARY EROSION CONTROL
(AVERAGE STREAM WIDTH 18 FT)
STREAM IMPACT No. S2:
26 LF PERMANENT BANK STABILIZATION
(AVERAGE STREAM WIDTH 20 FT)STREAM IMPACT No. S3:
6 LF PERMANENT CULVERT
(AVERAGE STREAM WIDTH 16 FT)
STREAM IMPACT No. S4:
22 LF PERMANENT BANK STABILIZATION
(AVERAGE STREAM WIDTH 20 FT)
STREAM IMPACT No. S5:
33 LF TEMPORARY EROSION CONTROL
(AVERAGE STREAM WIDTH 16 FT)
WORK AREA TO BE
DEWATERED WITH SUMP
PUMP & DISCHARGE
HOSE AS REQUIRED

ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (m) / 828-712-9205 (m) / 980-819-7780 (o) / 980-819-7876 (f)
www.atlasenvi.com / Serving the southeast US

MEMORANDUM

TO: Town of Mooresville

FROM: Jennifer Robertson

DATE: October 16, 2015

RE: Briarcliff Road Area Sidewalk Improvements

Atlas Environmental, Inc. (Atlas) has completed the federal protected species assessment for
the Briarcliff Road Area Sidewalk Improvements Project. The study area is located between
White Oaks Road and Kistler Farm Road in Mooresville, NC. The field evaluation was conducted
on October 6-7, 2015, by Atlas president Jennifer Robertson.

Federal Protected Species

As of July 24, 2015, the U.S. Fish and Wildlife Service (USFWS) list three (3) federally protected
species (Table 1) for Iredell County. A brief description of each species’ habitat follows, along
with the Biological Conclusion rendered based on the results of the assessment within the
study area. Habitat requirements for each species are based on the current best available
information from USFWS.

Table 1. Federally protected species listed for Iredell County.

Scientific Name

Common Name

Federal
Statusa
Potential
Habitat
Present

Biological
Conclusion
Clemmys muhlenbergii Bog turtle T (S/A) No Not Required

Myotis septentrionalis

Northern
long-eared bat

T

Yes
May Affect -
Not Likely to
Adversely Affect

Hexastylis naniflora Dwarf-flowered
heartleaf

T

No

No Effect
T – Threatened
T (S/A) – Threatened due to Similarity of Appearance

Bog turtle
USFWS Recommended Survey Window: April 1 – October 1 (visual surveys); April 1 – June 15
(optimal for breeding/nesting); May 1 – June 30 (trapping surveys)

ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (m) / 828-712-9205 (m) / 980-819-7780 (o) / 980-819-7876 (f)
www.atlasenvi.com / Serving the southeast US

Habitat Description: Bog turtle habitat consists of open, groundwater supplied (spring fed),
graminoid dominated wetlands along riparian corridors or on seepage slopes. These habitats
are designated as mountain bogs by the North Carolina Natural Heritage Program (NCNHP), but
they are technically poor, moderate, or rich fens that may be associated with wet pastures and
old drainage ditches that have saturated muddy substrates with open canopies. These habitats,
found between 700 and 4,500 feet above mean sea level in the western Piedmont and
mountain counties of North Carolina, often support sphagnum moss and may contain
carnivorous plants. Soil types (poorly drained silt loams) from which bog turtle habitats have
been found include Arkaqua, Chewacla, Dellwood, Codorus complex, Hatboro, Nikwasi,
Potomac–Iotla complex, Reddies, Rosman, Tate-Cullowhee complex, Toxoway, Tuckasegee-
Cullasaja complex, Tusquitee, Watauga, and Wehadkee.

Biological Conclusion: Not Required
Species listed as threatened due to similarity of appearance do not require Section 7
consultation with the USFWS. However, this project is not expected to affect the bog
turtle because no suitable habitat is present within the study area. A review of NCNHP
records, dated October 14 2015, indicates no occurrence of bog turtle within 1.0 mile of the
study area. Please refer to the enclosed package from NCNHP.

Northern long-eared bat
USFWS Recommended Survey Window: April 15 – October 15

Habitat Description: During summer, northern long-eared bats (NLEB) roost singly or in colonies
underneath bark, in cavities, or in crevices in both live and dead trees and/or snags (typically >3
inches diameter at breast height [dbh]). Males and non-reproductive females may also roost
in cooler places, like caves and mines. This bat seems opportunistic in selecting roosts,
using tree species based on suitability to provide cavities or crevices or presence of peeling
bark. It has also been found, rarely, roosting in structures like barns and sheds when suitable
tree roosts are not available. During the summer, NLEB emerge at dusk to forage in upland and
lowland woodlands and tree-lined corridors.

In North Carolina, it is reported that the NLEB hibernation season is October 15 – April
15. The bats spend winter hibernating in caves and mines, called hibernacula. They typically
use large caves or mines with large passages and entrances; constant temperatures; and
high humidity with no air currents. Specific areas where they hibernate have very high
humidity, so much so that droplets of water are often seen on their fur. Within hibernacula,
surveyors find them in small crevices or cracks, often with only the nose and ears visible.

Biological Conclusion: May Affect – Not Likely to Adversely Affect

ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (m) / 828-712-9205 (m) / 980-819-7780 (o) / 980-819-7876 (f)
www.atlasenvi.com / Serving the southeast US

Potential summer roosting habitat in the form of a limited number of individual hardwood trees
greater than 3 inches dbh may be removed by the project. These trees are in residential
settings adjacent to the existing roads. No known, occupied maternity trees were identified
within 3 miles of the project study area based on review of NCNHP records (updated January
2015). No known, occupied hibernacula were identified within 3 miles of the project study area
based on review of NCNHP records (updated April 2015). The proximity of subsurface mines
within 3 miles was examined using the Mineral Resources Data System hosted by U.S.
Geological Survey (USGS). No subsurface mines were identified within 3 miles of the project
study area. No bridges or large culverts are present in the project study area. No other
structures that could qualify as suitable habitat for NLEB are in the areas anticipated to be
cleared for the proposed action. Please refer to the enclosed package from NCNHP.

A review of NCNHP records, updated October 2015, indicates no known occurrence of northern
long-eared bat within 1.0 mile of the study area. The closest known occurrence of NLEB is in
Burke County (NCNHP 2001 mist net records) approximately 42 miles west of the project study
area.

Because the trees to be removed are limited in number and located in residential settings, the
trees to be removed are within 100 feet of existing road surfaces, the trees to be removed are
not documented maternal roosting sites or foraging habitat, and no known summer roosting
sites or winter hibernacula sites are documented within 3 miles, the project should result in a
biological conclusion of May Affect – Not Likely to Adversely Affect for NLEB if tree-cutting
occurs between August 15 and April 15. If tree clearing cannot be accomplished during the
August 15 to April 15 period, additional consultation would be required with USFWS to
determine the project effect.

Dwarf-flowered heartleaf
USFWS Recommended Survey Window: March through May

Habitat Description: Dwarf-flowered heartleaf is endemic to the western Piedmont and foothills
of North and South Carolina. This herbaceous evergreen is found in moist to rather dry forests
along bluffs; boggy areas next to streams and creek heads; and adjacent hillsides, slopes, and
ravines. Requiring acidic, sandy loam soils, the species is found in soil series such as Pacolet,
Madison, and Musella, among others. Occurrences are generally found on a north facing slope.
Undisturbed natural communities such as Piedmont/Coastal Plain Heath Bluff, Dry-Mesic Oak
Hickory Forest, and Mesic Mixed Hardwood Forest hold the most viable occurrences. However,
less viable remnant occurrences are found in disturbed habitats, including logged, grazed,
mown, and residential/commercial developed lands; areas converted to pasture, orchards, and
tree plantations; roadside rights-of-way; and on upland slopes surrounding manmade ponds or
lakes.

ATLAS Environmental, Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (m) / 828-712-9205 (m) / 980-819-7780 (o) / 980-819-7876 (f)
www.atlasenvi.com / Serving the southeast US

Biological Conclusion: No Effect
Optimal habitat for dwarf-flowered heartleaf does not exist within the study area. The study
area is largely composed of developed residential areas and lacks the north-facing slopes or
boggy areas associated with the most viable occurrences of this species. The site evaluation did
not identify the presence of individuals of any heartleaf species within the project study area. A
review of NCNHP records, updated October 2015, indicates no known occurrence of dwarf-
flowered heartleaf within 1.0 mile of the study area. Please refer to the enclosed package from
NCHNP.

Mooresville School Sidewalk Project±Legend
Project Area
EFH Data Notice: Essential Fish Habitat (EFH) is defined by textual descriptions contained in the
fishery management plans developed by the regional Fishery Management Councils. In most cases
mapping data can not fully represent the complexity of the habitats that make up EFH. This report
should be used for general interest queries only and should not be interpreted as a definitive
evaluation of EFH at this location. A location-specific evaluation of EFH for any official purposes must
be performed by a regional expert. Please refer to the following links for the appropriate regional
resources.
Query  Results
Map Scale = 1:72,224
Degrees, Minutes, Seconds: Latitude = 35º33'6" N, Longitude = 81º12'12" W
Decimal Degrees: Latitude = 35.55, Longitude = -80.80
The query location intersects with spatial data representing EFH and/or HAPCs for the following
species/management units.
HAPCs
No Habitat Areas of Particular Concern (HAPC) were identified at the report location.
EFH Areas  Protected  from  Fishing
No EFH Areas Protected from Fishing (EFHA) were identified at the report location.

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Pat McCrory Office of Archives and History
Secretary Susan Kluttz Deputy Secretary Kevin Cherry
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

April 4, 2016

Jennifer Robertson
Atlas Environmental, Inc.
712 English Tudor Lane
Charlotte, NC 28211

Re: Briarcliff Road Area Sidewalk Improvements, Mooresville, Iredell County, ER 16-0343
Dear Ms. Robertson:
Thank you for your letter of February 24, 2016, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.

The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation’s Regulations for Compliance with Section 106 codified at 36
CFR Part 800.

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-807-6579 or
[e-mail]. In all future communication concerning this project, please cite the
above referenced tracking number.
Sincerely,

Ramona M. Bartos

SHEET 8SHEET 7SHEET 6SHEET 5SHEET 4SHEET 3SHEET 2SHEET 1TIMBERLAND LOOPSAWHOUSE DRIVERIVER BIRCH CIRCLEKISTLER FARM

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FIELDSTONE ROADWHISPERINGOAKS COURTTIMBERLANE TERRACEBRIARCLIFF ROADOAKRIDGE DRIVELONE OAK LANEBELLINGHAM DRIVEGRACE MEADOW DRIVEWHITE OAKS ROADSHEET 3SHEET 9 SHEET 10
SHEET 11
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WHITE OAKSKISTLER FARMKISTLER FARMWHITE OAKSWHISPERINGOAKSx 837.35


0+000+001+002+003+001E:1,464,244.93E:1,4N:662,397.43N:66S 78°13'14" E 350.29'ELEV:832.06N:662,411.20E:1,464,222.7550 D NAILSILT FENCESILT FENCEWIDTH VARIESPROP. 5' SIDEWALKWITH 3' GRASS STRIPPROP. 2'-6" RESIDENTIALCURB & GUTTERR27.50'R37.5EXISTTO BBY UMILLING LIMITS3+004+003+50.295+006+007+007+91.220+000+00
TBM: 50D NAIL IN LIGHT POLE
ELEV: 826.48
SILT FENCE234N:662,236.69E:1,464,587.85N:662,252.30
N:662,325.92E:1,465,019.65E:1,464,944.11
S 78°19'31" E 440.93'ELEV:825.74N:662,252.58E:1,464,942.44PK NAILSILT FENCESILT FENCESILT FENCECEEXIST. ROW OF CREPE MYRTLESNOT TO BE REMOVED PERREQUEST OF PROPERTY OWNEREXIST. CREPE MYRTLE NOT TOBE REMOVED PER REQUESTOF PROPERTY OWNERWIDTH VARIESPROP. 5' SIDEWALKWITH 3' GRASS STRIPPROP. 2'-6" RESIDENTIALCURB & GUTTERR37.50'R37.50'STA. 7+46.28STA. 7+55.12STA. 7+57.12EXIST. UTILITY POLETO BE RELOCATEDBY UTILITY OWNER21.0'MILLINGLIMITSMILLING
LIMITS
EXIST. UTILITY POLE TO BE
RELOCATED BY UTILITY OWNER
MATCH LINE STA. 3+00 THIS SHEETMATCH LINE STA. 3+00 THIS SHEET


7+007+91.220+001+000+002+003+004+003+51.325+006+00TBM: 50D NAIL IN LIGHT POLEELEV: 826.48GRAVEL BAG THROATEDCURB INLET PROTECTIONSILT FENCE5678N:662,N:662,252.30E:1,465E:1,464,944.11N:661,908.31E:1,464,872.75S 11°43'07" W 351.32'S 11°44'48" W 449.75'N:661,844.69E:1,464,859.72ELEV:816.92PK NAILSILT FENCETREE PROTECTIONBARRIER LOCATED10' FROM TRUNKSWEET GUM TREE AT APPROX.SURVEY STATION 3+60 TO BEREMOVED BY CONTRACTOR PERAGREEMENT BETWEEN PROPERTYOWNER AND TOWN OF MOORESVILLEPROPOSED 4' WIDE CONCRETE SIDEWALK.TIE INTO EXIST. CONCRETE SIDEWALK.5.0'DENTIALSTA. 7+46.28STA. 7+55.12STA. 7+57.12PROP. 5' SIDEWALKWITH 3' GRASS STRIPPROP. 5' SIDEWALKWITH 3' GRASS STRIP21.0'R18.0'R20.0'MILLINGLIMITSMILLINGLIMITSEXIST. UTILITY POLE TO BERELOCATED BY UTILITY OWNERADJUST WATER METER TOMATCH PROPOSED GRADEEXIST. UTILITY TO BE RELOCATUTILITY OWNEADJUST WATER METER TOMATCH PROPOSED GRADE6+007+008+009+008+01.0711+0010+0012+00SILT FENCESILT FENCE89101112N:661,467.97E:1,464,781.195'S 11°44'29" W 691.66'PK NAILN:661,436.87E:1,464,758.26ELEV:810.7013PROP. 5' SIDEWALKWITH 3' GRASS STRIPPROP. 5' SIDEWALKWITH 3' GRASS STRIPR20.0'R20.0'MILLINGLIMITSEXIST. UTILITY POLETO BE RELOCATEDBY UTILITY OWNERRELOCATE SEWER CLEANOUTBEHIND PROPOSED SIDEWALKEXIST. UTILITY PEDESTALTO BE RELOCATED BYUTILITY OWNEREXIST. TREES NOT TO BEREMOVED PER REQUESTOF PROPERTY OWNEREXIST. SWEET GUM TREE TO BEREMOVED BY CONTRACTOR PERREQUEST OF PROPERTY OWNERGRAVEL BAG THROATEDCURB INLET PROTECTIONADJUST WATER METER TOMATCH PROPOSED GRADEADJUST WATER METER TOMATCH PROPOSED GRADEADJUST WATER METER TOMATCH PROPOSED GRADEADJUST METER TPROPOSMATCH LINE STA. 6+00 THIS SHEETMATCH LINE STA. 6+00 THIS SHEETMATCH LINE STA. 12+00 SHEET 3


0+00PC 0+72.421+0012+0013+0014+0014+92.73TBM: 50D NAIL IN LIGHT POLEELEV: 791.37LT FENCESILT FENCE1314N:660,790.78E:1,464,640.44N:660,988.93E:1,464,681.68S 79°18'15" E 72.42'N:66E:1,N:660,684.49E:1,464,646.84ELEV:783.31N:660,987.89E:1,464,681.22ELEV:792.15PK NAILPK NAIL2 POPLAR TREES TO BEREMOVED BY CONTRACTORPER AGREEMENT BETWEENPROPERTY OWNER ANDTOWN OF MOORESVILLEPROPOSED 3' WIDE CONCRETE SIDEWALK.TIE INTO EXIST. CONCRETE SIDEWALK.20.0'PROP. 5' SIDEWALKWITH 3' GRASS STRIPSTA. 14+76.54STA. 14+92.73BEGIN TAPEREND TAPERR17.7'R13.9'MILLING
LIMITS
ESTADJUST WATERMETER TO MATCHPROPOSED GRADE21+0022+00OFFSET CB-29B-26DI-27CB-28JB-300+001+002+002+57.58P-32P-27P-28P-30P-29CB-32TBM: R/R SPIKE IN LIGHT POLEELEV: 816.75819820820820820818819817817819818818818EXIST. DI TO BEABANDONEDEXIST. DI TO BEABANDONEDBEEXIST. 15" RCP TOBE ABANDONEDDOWNSTREAM OF JB-3EXIST. 15" RCP TOBE ABANDONEDEXIST. 15" RCP TOBE ABANDONEDEXIST. DI TO BEABANDONEDEXIST. 15" RCP TOBE ABANDONEDEXIST. DI TO BEABANDONEDEXIST. 15" RCP TOBE ABANDONEDEXIST. 15" RCP TOBE ABANDONED4243444546474849N:660,460.74E:1,466,765.74N:660,206.74E:1,466,722.98S 09°33'21" W 257.58'S 79°48'16" E 1401.03'ELEV:818.48E:1,466,766.21N:660,243.29E:1,466,728.29N:660,461.05ELEV:820.17PK NAILPK NAILPREFORMED SCOUR HOLE(SEE DETAIL ON SHEET 40)FES-3114.3'PROPOSED 4' WIDE CONCRETE SIDEWATIE INTO EXIST. CONCRETE SIDEWALK.CONTRACTOR TO SAVE EXIST.TREES AND INSTALL TREEPROTECTION BARRIER PERREQUEST OF PROPERTY OWNEREXIST. SWEET GUM TREE TO BEREMOVED BY CONTRACTOR PERREQUEST OF PROPERTY OWNERMILLINGLIMITSRIP RAP DITCH TO BE INSTALLED FROM PIPE OUTLETTO THE EXISTING DITCH AT THE FENCE LINE OF PARCEL46 PER AGREEMENT BETWEEN PARCEL 46 & PARCEL 47PROPERTY OWNERS AND THE TOWN OF MOORESVILLEPROP. 5' SIDEWALKWITH 3' GRASS STRIPPROP. 2'-6" RESIDENTIALCURB & GUTTER27.0' B-BPROP. 2'-6" RCURB & GUTTEXIST. 18" RCP TOBE ABANDONEDEXIST. SREMOVAGREEMOWNER ADJUST MANHOLE(SEE GENERAL NOTE#12 ON COVER SHEET)27.0' B-BR37.5'R30.0'R30.0'EXIST. UTILITY PEDESTALTO BE ADJUSTED TOGRADE BY UTILITY OWNERSILT FENCESILT FENCESILT FENCESILT FENCESILT FENCEADJUST WATER METER TOMATCH PROPOSED GRADEADJUST WATER METER TOMATCH PROPOSED GRADEEXIST. TREE NOT TO BEREMOVED PER REQUESTOF PROPERTY OWNERMATCH LINE STA. 12+00 SHEET 2


0+00PC 0+72.421+00PT 1+93.062+00PC 2+79.93PT 2+84.973+00PC 3+59.504+00PT 4+08.89PC 4+72.206+0012+00
13+00
14+00TBM: 50D NAIL IN LIGHT POLEELEV: 791.37P-8DOFFSET CB-8DCB-8C5' CURB TRANSITIONSta. 3+20: END EXIST. RESIDENTIAL C & GSta. 3+25: BEGIN STD. C & G5' CURB TRANSITIONSta. 3+24: END EXIST. RESIDENTIAL C & GSta. 3+29: BEGIN STD. C & GCOIR FIBER WATTLESILT FENCE
SILT FENCSILT FENCE76513
1415 1617181920SIGN EASEMENTSIGN EASEMENT5+00N:660,988.93E:1,464,681.68S 79°18'15" E 72.42'S 84°14'29" E 86.87'S 84°28'00" E 74.52'S 85°52'55" E 63.31'C1C2C3C4E:1,465,037.82N:660,933.14N:660,941.84SILT FENCEE:1,465,150.19N:660,928.25N:660,975.49E:1,464,752.84N:660,958.23E:1,464,872.20N:660,949.52E:1,464,958.63N:660,949.02E:1,464,963.65N:660,937.68E:1,465,087.04SILT FENCESILT FENCESILT FENCEJB-8BP-8CE:1,465,235.31ELEV:766.9650 D NAIL22ALL EXIST. TREES IN FRONTYARD OF PARCEL 19 TO BEREMOVED BY CONTRACTORPER AGREEMENT BETWEENPROPERTY OWNER ANDTOWN OF MOORESVILLE2 POPLAR TREES
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20.0'ADJUSTMANHOLETEMPORARY WOVEN WIRE FENCE TO BEINSTALLED, AND EXIST. WOVEN WIREFENCE TO BE REMOVED & REPLACED BYCONTRACTOR WITH NEW LIKE-KINDFENCING IN CURRENT LOCATION PERAGREEMENT BETWEEN PROPERTYOWNER AND TOWN OF MOORESVILLETEMP. WWFTEMP. WWFRESET EXIST.WOVEN WIRE FENCEEXIST. MEDIUM-LARGE TREE TO BE REMOVED BYCONTRACTOR PER REQUEST OF PROPERTY OWNEREXIST. 15"RCP TO BEABANDONEDPROP. 5' SIDEW
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PPROP. 5' SIDEWALKWITH 3' GRASS STRIPSta. 3+20, 12.42' LT: BEGIN LEFT SIDE EP ROADWAY TAPERSta. 3+66.3, 11.00' LT : END LEFT SIDE EP ROADWAY TAPERSta. 3+24, 12.63' RT: BEGIN RIGHT SIDE EP ROADWAY TAPERSta. 3+59.5, 11.00' RT : END RIGHT SIDE EP ROADWAY TAPER27.0' B-BEXIST. 15" RCP TOBE ABANDONEDEXIST. 1PIPE TOABANDOPROP. 2'-6" STANDARDCURB & GUTTERR17.7'
R13.9'MILLINGLIMITSA TEMPORARY "CURB" ALONG THE SOUTH SIDE OFBRIARCLIFF ROAD TO BE INSTALLED BY CONTRACTORWHERE THE EXISTING ASPHALT AND ROCK CURBINGIS NOW LOCATED, FROM ABOUT ROADWAY STA.4+00 TO 6+00, DURING CONSTRUCTION TO PREVENTRAINWATER RUN-OFF PER AGREEMENT BETWEENPROPERTY OWNER AND TOWN OF MOORESVILLEEXIST. UTILITY PEDESTALTO BE ADJUSTED TOGRADE BY UTILITY OWNEREXIST. UTILITY POLETO BE RELOCATED BYUTILITY OWNEROT TO BE
REQUEST
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E EXIST. BRICK LAMPPOST COLUMNSTO BE REMOVED BY CONTRACTOR770765760759762P-8BREPLACEPAVER W(MATCH EXISTING CROWN CENTERLINEPROPOSED CENTERLINE GRADESTA. 5+00.00OFFSET CB-8D (Lt)CB-8C (Rt)P-8C (Rt)MATCH LINE STA. 6+00 SHEET 5


EXISTING CROWN CENTERLINEPROPOSED CENTERLINE GRADESTA. 7+62.67CB-9 (Lt)CB-5 (Rt)STA. 8+38.72CB-12 (Lt)P-10 (Lt)STA. 10+65.60OFFSET CB-15 (Rt)P-12 (Lt)P-7 (Rt)P-6 (Rt)P-14P-17P-15STA. 7+35.76CB-10 (Lt)P-11 (Lt)STA. 7+99.36CB-6 (Rt)STA. 8+00.00CB-11 (Lt)STA. 8+34.83CB-7 (Rt)STA. 9+25.00CB-13 (Lt)P-13STA. 10+57.94CB-14 (Lt)STA. 6+15.35JB-8B (Rt)P-8B (Rt)P-8C (Rt)STA. 7+12.55CB-8A (Rt)STA. 7+24.17ALUM. STRUCTURALPLATE PIPE-ARCHPROPOSED 15'-7" SPAN x 10'-2"RISE ALUMINUM STRUCTURALPLATE PIPE-ARCH CULVERT WITHHEADWALLS/WINGWALLSPROP. 12" R.J. DIPW.L. CLASS 350STA. 6+99.2922.5° DI BENDSTA. 7+38.3222.5° DI BEND7+03.5822.5° DI BENDSTA. 7+33.5822.5° DI BENDSTA. 6+77TEMP. CUT & PLUG EXIST. W.L.STA. 7+57TEMP. CUT &PLUG EXIST. W.L.NOTE:SEE SHEET 5.1 FOR ADDITIONAL PROPOSEDWATER LINE INSTALLATION DETAILS8+009+00PT 9+84.9510+0011+0012+00TBM: R/R SPIKE IN LIGHT POLEELEV: 768.84RELOCATE SEWER CLEANOUTBEHIND PROPOSED SIDEWALK5' CURB TRANSITIONSta. 8+95: END STD. C & GSta. 9+00: BEGIN RESIDENTIAL C & G5' CURB TRANSITIONSta. 8+95: END STD. C & GSta. 9+00: BEGIN RESIDENTIAL C & GCB-13CB-7CB-12OFFSET CB-15CB-14CB-11SILT FENCESILT FENCESILT FENCEP-11P-7P-6P-12P-13P-14P-15P-17P-16EX JB-16CB-6EXIST. 15" RCP TOBE ABANDONED1' CURB TURNDOWNABANDON ALL EXIST.STORM DRAINAGESTRUCTURES AND 15"RCP DOWNSTREAM OFEX JB-16 TO OUTFALLEXIST. 15" RCP TOBE ABANDONED765EXIST. DI TO BEABANDONEDEXIST. 15" RCP TOBE ABANDONEDEXIST. 24" RCP TOBE ABANDONEDEXIST. 24" RCP (118 LF)TO BE ABANDONED TODOWNSTREAM ENDWALL2122EXIST. DI TO BEABANDONEDCATCH BASININLET PROTECTION23242526C5S 79°48'16" E 1401.03'N:660,674.68E:1,465,606.85N:660,667.51ELEV:768.71E:1,465,576.19PC 7+92.42PK NAIL274 TREES TO BE REMOVEDBY CONTRACTOR PERAGREEMENT BETWEENPROPERTY OWNER ANDTOWN OF MOORESVILLEADJUSTMANHOLECONTRACTOR TO PROVIDE TREE PROTECTIONFENCING AROUND CREPE MYRTLE & SILVERMAPLE PER REQUEST OF PROPERTY OWNER(INSTALL AFTER FILL PLACEMENT)MAPLE TREE TO BESAVED IF POSSIBLEPER REQUEST OFPROPERTY OWNERADJUST MANHOLE(SEE GENERAL NOTE#12 ON COVER SHEET)27.0' B-BPROP. 5' SIDEWALKWITH 3' GRASS STRIPPROP. 2'-6" STANDARDCURB & GUTTEREXIST. 24" RCP TOBE ABANDONEDPROP. 2'-6" RESIDENTIALCURB & GUTTERPROP. 5' SIDEWALKWITH 3' GRASS STRIPR30.0'R30.0'REMOVE EXIST. SEGMENTALRETAINING WALLS AS REQUIREDTO TIE INTO PROPOSED GRADING(INCIDENTAL TO CONTRACT)MILLINGLIMITSEXIST. UTILITY PEDESTALTO BE ADJUSTED TOGRADE BY UTILITY OWNERSILT FENCE763760765764763763762PROPOSEDGRASS DITCH #1N:660,768.12E:1,465,412.07761P-11ADI-11AEXIST. JB TO BEABANDONED6+007+008+00CB-8ACB-5CB-9CB-11P-10P-11P-7P-6P-9CB-6758755750750755759765763764INSTALL SAFETY RAILBEHIND HEADWALL20SIGN EASEMENTSIGN EASEMENTS 40°53'15" E 78.98'C4PT 7+13.44SILT FENCEN:660,827.83; E:1,465,360.37PC 7+92.42JB-8BP-8C2221SIGN EASEMENT NOTES:EXISTING BRICK SIGNS ANDSHRUBBERY WITHIN EASEMENTAREAS ON PARCELS 20 & 22ARE NOT TO BE DISTURBED27.0' B-BEXIST. 15"PIPE TO BEABANDONEDINSTALL 82 LFOF SAFETY RAIL(SEE DETAIL)INSTALL 87 LFOF SAFETY RAIL(SEE DETAIL)760759762759762P-8A760760765761 +761 +758 +759 ++ 761+ 761+ 759+ 760758755752755
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P-8BEW-8EW-4CB-10INSTALL SAFETY RAILBEHIND HEADWALLP-5761WLWLWLREPLACE BRICKPAVER WALKWAY(MATCH EXISTING)P-11ADI-11AWSWS WSPROP. 2'-6"STANDARDCURB & GUTTERPROPOSED 15'-7" SPAN x10'-2" RISE ALUMINUMSTRUCTURAL PLATEPIPE-ARCH CULVERT WITHHEADWALLS/WINGWALLSMATCH LINE STA. 6+00 SHEET 4MATCH LINE STA. 12+30 SHEET 6MATCH LINE STA. 8+00 THIS SHEETEROSION CONTROL NOTE:SEE SHEET 5.1 FOR EROSIONCONTROL MEASURES IN THEPROPOSED CULVERT WORK AREA


6+007+008+0020S 40°53'15" E 78.98'C4PT 7+13.44N:660,827.83; E:1,465,360.37PC 7+92.422221SILT FENCEIMPERVIOUS DIKEIMPERVIOUS DIKESILT BAG SPECIAL STILLING BASIN.SILT BAG SHALL REST ON A MINIMUM 8" LAYER OF#5 OR #57 SEDIMENT CONTROL STONE AND SHALLBE LOCATED ON A LEVEL AREA. TEMP. DIVERSIONBERM AND 12" SLOPE DRAIN TO BE INSTALLEDBELOW SILT BAG TO PROTECT STREAM BANK.TEMP. DIVERSION BERM TO BEINSTALLED ABOVE CULVERTEXCAVATION CUT SLOPETEMP. DIVERSION BERMTO BE INSTALLED ABOVECULVERT EXCAVATIONCUT SLOPESILT FENCEAPPROX. LIMITS OF PROPOSED CULVERTEXCAVATION. BOUNDARY MAY DIFFERBASED ON EXISTING SOIL PROPERTIES.N:660,768.12E:1,465,412STREAM BASE FLOW TO BEPUMPED AROUND WORK AREAWORK AREA TO BEDEWATERED WITH SUMPPUMP & DISCHARGEHOSE AS REQUIRED6+007+008+00CB-8ACB-7CB-CB-5CB-9CB-11SILT FENCEP-10P-11P-7P-6P-12P-9CB-6758755750750755759765763764RIPRAP BANK STABILIZATIONCLASS 2 RIPRAP, 32" THICKNESS20IMPERVIOUS DIKESILT BAG SPECIAL STILLING BASIN.SILT BAG SHALL REST ON A MINIMUM 8" LAYER OF#5 OR #57 SEDIMENT CONTROL STONE AND SHALLBE LOCATED ON A LEVEL AREA. TEMP. DIVERSIONBERM AND 12" SLOPE DRAIN TO BE INSTALLEDBELOW SILT BAG TO PROTECT STREAM BANK.S 40°53'15" E 78.98'C4PT 7+13.44SILT FENCEPC 7+92.42JB-8BP-8C2221IMPERVIOUS DIKECATCH BASININLET PROTECTION760759762759762P-8A760760765761 +761 +758 +759 ++ 761+ 761+ 759+ 760758755752755
751
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P-8BEW-8EW-4CB-10P-5761WLWLWL761P-11ADI-11AWS WSWSRIPRAP BANK STABILIZATIONCLASS 2 RIPRAP, 32" THICKNESSSTREAM BASE FLOW TO BEPUMPED AROUND WORK AREAPROPOSED 15'-7" SPAN x 10'-2"RISE ALUMINUM STRUCTURALPLATE PIPE-ARCH CULVERTWITH HEADWALLS/WINGWALLSWORK AREA TO BEDEWATERED WITH SUMPPUMP & DISCHARGEHOSE AS REQUIRED765763764S 40°53'15" E 78.98'4762759762760765761 +761 +758 ++ 761+ 761+ 759+ 760755
751
760
761763762WLWLWL0+000+501+00761TEMPORARY 2"BLOW OFF ASSEMBLYTEMPORARY CUT & PLUG EXIST. 12" W.L.AND INSTALL TEMPORARY BLOCKING DURINGPROPOSED CULVERT CONSTRUCTION.AFTER ACCEPTANCE OF W.L. TESTING ANDCHLORINATION , REMOVE TEMPORARY PLUGAND MAKE SLEEVED CONNECTION BETWEENPROPOSED W.L. AND EXIST. W.L.PROPOSED 12" RESTRAINED JOINTDIP WATER LINE CLASS 350TEMPORARY JUMPERCONNECTION FORFILLING, TESTING ANDCHLORINATING NEW W.L.PROPOSED WATER SERVICE LINE.CONNECT TO EXISTING METER.(NEW LINE REQUIRED DUE TOPROPOSED CULVERT EXCAVATION)TEMPORARY CUT & PLUG EXIST. 12" W.L.AND INSTALL TEMPORARY BLOCKING DURINGPROPOSED CULVERT CONSTRUCTION.AFTER ACCEPTANCE OF W.L. TESTING ANDCHLORINATION , REMOVE TEMPORARY PLUGAND MAKE SLEEVED CONNECTION BETWEENPROPOSED W.L. AND EXIST. W.L.WS
WS WS


0+000+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30740745750755760765770740745750755760765770EXIST. STREAM BOTTOM UPSTREAMOF PROPOSED CULVERTPROP. GRADEEXIST. GROUNDPROP. ROAD 27' B-B86 LF OF PROPOSED 15'-7" SPAN x10'-2" RISE ALUMINUM STRUCTURALPLATE PIPE-ARCH CULVERT @ 1.74%TOP HEADWALL: 761.00TOP HEADWALL: 761.00INV: 748.00INV: 749.50EXIST. STREAM BOTTOMDOWNSTREAM OFPROPOSED CULVERTPROP. 12" DIP W.L.NOTES:1. CONTRACTOR TO REPLACE AND RELOCATE APPROXIMATELY 60 LFOF EXISTING 12" PVC WATER LINE WITH 12" RESTRAINED JOINT DIP.2. EXISTING 4" PVC GAS LINE AND EXISTING FIBER OPTIC LINES TO BERELOCATED BY THEIR UTILITY OWNER.CB-8ACB-7CB-12CB-5CB-9CB-11P-10P-11P-7P-6P-12P-9CB-675875575075075575976576376420S 40°53'15" E 78.98'C4JB-8BP-8C22217637609762759762P-8A760760765761 +761 +758 +759 ++ 761+ 761+ 759+ 760758755752755
751
760
P-8BEW-8EW-4CB-10P-576176376WLWLWL0+000+501+001+30761P-11ADI-11AWSWSWSPROPOSED 15'-7" SPAN x 10'-2"RISE ALUMINUM STRUCTURALPLATE PIPE-ARCH CULVERTWITH HEADWALLS/WINGWALLS


EXISTING CROWN CENTERLINEPROPOSED CENTERLINE GRADESTA. 12+62.17CB-17 (Lt)P-17P-19P-22P-23STA. 14+00.57CB-19 (Lt)OFFSET CB-21 (Rt)STA. 16+42.97CB-22 (Lt)13+0015+0016+0017+0018+00EXIST. TREE TOBE REMOVED BYCONTRACTORCB-22DI-18DI-25CB-19OFFSET CB-21CB-17EX JB-20CATCH BASININLET PROTECTIONCATCH BASININLET PROTECTIONSILT FENCESILT FENCESILT FENCESILT FENCEP-19P-18P-20P-22P-21P-23P-25P-23EXIST. 24" RCP TOBE ABANDONEDALL EXIST. STORM DRAINAGESTRUCTURES AND RCP TO BEABANDONED FROM EX JB-20 TODOWNSTREAM EXIST. ENDWALL ONEAST SIDE OF TIMBERLANE TERRACEP-17x 781.34x 782.00x 781.10PROVIDE POSITIVE DRAINAGE USINGPROPOSED SPOT ELEVATIONS.VARIABLE SLOPE FROM ROADSHOULDER AND DRIVEWAY SHOULDERTO PROPOSED SPOT ELEVATIONS.EXIST. STORM DRAINAGESTRUCTURES AND RCPTO BE ABANDONEDEXIST. DI TO BEABANDONEDEXIST. DI TO BEABANDONEDEXIST. DI TO BEABANDONEDEXIST. DI TO BEABANDONEDEXIST. DI TO BEABANDONEDEXIST. DI TO BEABANDONEDEXIST. DI TO BEABANDONEDEXIST. 15" RCP TOBE ABANDONEDEXIST. 15" RCP TOBE ABANDONEDEXIST. 15" RCP TOBE ABANDONEDEXIST. 15" RCP TOBE ABANDONEDEXIST. 15" RCP TOBE ABANDONED2728293031323334353637383914+00S 79°48'16" E 1401.03'E:1,466,147.11N:660,562.91ELEV:788.22PK NAILEXIST. GUM TREE TO BEREMOVED BY CONTRACTOR PERREQUEST OF PROPERTY OWNERNOTE: EXIST. SPRINKLER SYSTEM AT EDGE OFEXIST. ROADWAY PAVEMENT. PROPERTY OWNERTO LOCATE SPRINKLER HEADS FOR CONTRACTOR.EXIST. TREE AT SURVEY STATION 18+40 SHALL NOT BE REMOVEDOR DISTURBED AND SHALL BE PROTECTED PER AGREEMENTBETWEEN PROPERTY OWNER AND TOWN OF MOORESVILLE.CONTRACTOR SHALL STOP INSTALLATION OF TEMP. SILT FENCE15' BEFORE AND 15' AFTER EXIST. TREE. PROPERTY OWNER WILLINSTALL REMAINDER OF TEMP. SILT FENCE AT THIS LOCATION.ADJUST MANHOLE(SEE GENERAL NOTE#12 ON COVER SHEET)ADJUST MANHOLE(SEE GENERAL NOTE#12 ON COVER SHEET)DRIVEWAY REPLACEMENTSHALL INCLUDE RECENTWIDENING PER REQUESTOF PROPERTY OWNER27.0' B-BPROP. 5' SIDEWALKWITH 3' GRASS STRIPPROP. 2'-6" RESIDENTIALCURB & GUTTEREXIST. 18" RCP TOBE ABANDONEDEXIST. UTILITY PEDESTALTO BE ADJUSTED TOGRADE BY UTILITY OWNEREXIST. UTILITY PEDESTALTO BE RELOCATED BYUTILITY OWNEREXIST. UTILITY PEDESTALTO BE RELOCATED BYUTILITY OWNERADJUST WATERSMETER TO MATCHPROPOSED GRADEADJUST WATER METER TOMATCH PROPOSED GRADEADJUST WATER METER TOMATCH PROPOSED GRADEEXIST. SPEEDBUMP TO BEREMOVEDMATCH LINE STA. 12+30 SHEET 5MATCH LINE STA. 18+80 SHEET 7


EXISTING CROWN CENTERLINEPROPOSED CENTERLINE GRADEP-23STA. 20+44.12CB-26 (Lt)DI-27 (Rt)P-26P-28STA. 18+96.06CB-23 (Lt)OFFSET CB-24 (Rt)STA. 22+44+10JB-30 (Lt)CB-28 (Lt)OFFSET CB-29 (Rt)19+0020+0021+0022+0023+00PC 23+85.9824+0025+00OFFSET CB-24OFFSET CB-29DI-25CB-26DI-27CB-28CB-23JB-30CATCH BASININLET PROTECTIONCATCH BASININLET PROTECTIONCOIR FIBER WATTLECOIR FIBER WATTLECOIR FIBER WATTSILT FENCESILT FENCE0+00 1+00
P-24P-25P-26P-27P-28P-30P-29P-23820
820
820
EXIST. DI TO BEABANDONEDEXIST. DI TO BEABANDONEDEXIST. 18" RCP TOBE ABANDONEDEXIST. DI TO BEABANDONEDEXIST. 15" RCP TOBE ABANDONEDDOWNSTREAM OF JB-30EXIST. DITO REMAINEXIST. 15" RCP TOBE ABANDONEDEXIST. 15" RCP TOBE ABANDONEDEXIST. 15" RCP TOBE ABANDONED394041424344
48
49505152N:660,460.74E:1,466,765.74C6S 79°48'16" E 1401.03'E:1,466,955.10E:1,466,766.21N:660,426.69N:660,461.05ELEV:820.17PK NAIL5314.3'PROPOSED 4' WIDE CONCRETE SIDEWALK.TIE INTO EXIST. CONCRETE SIDEWALK.EXIST. GUM TREE TO BEREMOVED BY CONTRACTOR PERREQUEST OF PROPERTY OWNERCATCH BASININLET PROTECTIONEXIST. POPLAR TREE TO BESAVED IF POSSIBLE PERREQUEST OF PROPERTY OWNERCONTRACTOR TO SAVE EXIST.TREES AND INSTALL TREEPROTECTION BARRIER PERREQUEST OF PROPERTY OWNERCEMENTECENTQUESTNERPROP. 5' S
WITH 3' G
PROP. 2'-6" RESIDENTIAL
CURB & GUTTER
27.0' B-BPROP. 5' SIDEWALKWITH 3' GRASS STRIPPROP. 2'-6" RESIDENTIALCURB & GUTTERPROP. 5' SIDEWALKWITH 3' GRASS STRIPPROP. 2'-6" RESIDENTIALCURB & GUTTEREXIST. 18" RCP TOBE ABANDONEDEXIST. 18" RCP TOBE ABANDONEDEXIST. DI TO BEABANDONEDEXIST. 15" RCP TOBE ABANDONEDEXIST. 15" RCP TOBE ABANDONEDEXIST. SWEET GUM TREE TO BEREMOVED BY CONTRACTOR PERAGREEMENT BETWEEN PROPERTYOWNER AND TOWN OF MOORESVILLEADJUST MANHOLE(SEE GENERAL NOTE#12 ON COVER SHEET)ADJUST MANHOLE(SEE GENERAL NOTE#12 ON COVER SHEET)R30.0'R30.0'UNDERGROUND RAINWATER RUN-OFF PIPETO BE RECONNECTED TO THE STREET CURBOR THE CATCH BASIN LOCATED AT STA. 20+44BY CONTRACTOR PER AGREEMENT BETWEENPARCEL 41 PROPERTY OWNER AND TOWN OFMOORESVILLE. PROPERTY OWNER SHALLIDENTIFY THE CURRENT LOCATION OF THEUNDERGROUND PIPE TO THE CONTRACTOR.EXIST. EVERGREEN TREE TO HAVELOWER BRANCHES TRIMMED BYCONTRACTOR PER REQUEST OFPROPERTY OWNER. ONLYREMOVE TREE IF NECESSARY.EXIST. UTILITY PEDESTALTO BE RELOCATED BYUTILITY OWNERADJUST WATERMETERS TO MATCHPROPOSED GRADEEXIST. UTILITY BOX TOBE ADJUSTED TO GRADEBY UTILITY OWNEREXIST. TREE NOT TO BEREMOVED PER REQUESTOF PROPERTY OWNERSIL T
ADJUST WATER METER TOMATCH PROPOSED GRADEADJUST WATER METER TOMATCH PROPOSED GRADEADJUST WATER METER TOMATCH PROPOSED GRADEEXIST. TREE NOT TO BEREMOVED PER REQUESTOF PROPERTY OWNEREXIST. SPEEDBUMP TO BEREMOVEDEXIST. SPEEDBUMP TO BEREMOVEDMATCH LINE STA. 18+80 SHEET 6MATCH LINE STA. 25+20 SHEET 8


EXISTING CROWN CENTERLINEPROPOSED CENTERLINE GRADESTA. 27+88.76CB-46 (Rt)25+00PT 25+84
.
6
926+0027+0028+0028+31.77TBM: 50D NAIL IN LIGHT POLEELEV: 836.13PT 13+72.7913+00
OFFSET CB -47
CB-48
CB-45
JB-46
12+00 PC 12+66.4414+00
COIR FIBER WATTLECOIR FIBER WATTLESILT FENCESILT FENCESILT FENCECOIR FIBER W
A
T
T
L
EP-47 P-48P-46
P-45
83583682983383283482883182782683053545556N 84°21'40" E 237.67'C9
C6E:1,467,398.90E:1,467,401.
2
1
N:660,400.57E:1,467,152.49E:1,467,399.3
0
N:660,442.86
N:660,443.09N:660,422.25
E:1,4
ELEV:835.05ELEV:832.70
50 D NAILPK NAIL
E ES TO BE REM
O
V
E
D

B
Y
T BETWEEN P
R
O
P
E
R
T
Y

O
W
N
E
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IF SHED NEE
D
S

T
O

B
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M
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R OPERTY OWN
E
R
S

R
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I N ORDER TO H
A
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E

I
T

E
M
P
T
I
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.EXIST. BRICK LAMPPOST COLUMNSTO BE REMOVED BY CONTRACTOREXIST. WOOD
E
N

S
P
L
I
T

R
A
I
L
FENCE & WO
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E
N

W
I
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TO BE RESET

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O
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(MINIMUM O
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1
'

B
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I
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PROPOSED SI
D
E
W
A
L
K
)5' CURB TRANSITIONSta. 27+84: END RESIDENTIAL C & GSta. 27+89: BEGIN STD. C & G5' CURB TRANSITIONSta. 27+82: END RESIDENTIAL C & GSta. 27+87: BEGIN STD. C & G27.0' B-B
PROP 5'SIDEWALKPROP. 5' SIDEWALKWITH 3' GRASS STRIPPROP. 2'-6" RESIDENTIALCURB & GUTTEROEXIST. 15" RCP TOBE ABANDONEDEXIST. 12" RCP TOBE ABANDONEDEXIST. 15" RCP TOBE ABANDONEDADJUST MANHOLER27.5'R27.5'ROAD ALIGNMENTRELOCATE FIRE HYDRANT AND ADJUST WATERVALVE BOX TO MATCH PROPOSED GRADEEXIST. UTILITY PEDESTAL TO BEADJUSTED TO GRADE BY UTILITY OWNEREXIST. UTILITY

B
O
X
TO BE RELOC
A
T
E
D
BY UTILITY OW
N
E
R
N:660,418.81E:1,467,153.02ADJUST WATERMETER TO MATCHPROPOSED GRADEEXIST. TREE NOT TO BEREMOVED PER REQUESTOF PROPERTY OWNEREXIST. TREE NOT TO BEREMOVED PER REQUESTOF PROPERTY OWNEREXIST. TREE NOT TO BEREMOVED PER REQUESTOF PROPERTY OWNEREXIST. TREES NOT TO BEREMOVED PER REQUESTOF PROPERTY OWNERE X
R
O
COIR FIBER W
A
T
T
L
E
ADJUST WATERMETER TO MATCHPROPOSED GRADEPROP. 4" WHI
T
E
MINI-SKIP LIN
E
S
MATCH LINE STA. 25+20 SHEET 7


EXISTING GRADE AT DOUBLE YELLOW LINESTA. 0+70.59OFFSET CB-36STA. 2+96.84OFFSET CB-34P-36STA. 5+64.73OFFSET CB-38OFFSET CB-381+00OFFSET CB-34OFFSET CB-36P-38P-340+000+00PC 0+31.292+003+004+005+00PT 5+78.076+00PROP. 4" WHITE SOLID LINETBM: R/R SPIKE IN POWER POLEELEV: 833.73FES-33SILT FENCESILT FENCESILT FENCESILT FEP-36EXIST. PIPE INLET 35EXIST. P-39EXIST. DI-39EXIST. P-35FES-37830827829831821828830825826827833
832
834 831575859S 03°53'53" W 31.29'S 03°06'54C7N:661,684.74E:1,467,389.91E:1,467,387.79N:661,653.52N:661,107.77E:1,467,354.35N:661,439.58E:1,467,352.44ELEV:826.0850 D NAIL60PREFORMED SCOUR HOLE(SEE DETAIL ON SHEET 40)PREFORMED SCOUR HOLE(SEE DETAIL ON SHEET 40)PROP. 5' SIDEWALKWITH 5' GRASS STRIP12' TO EDGE OF PAVEMENTNOTE: ANY BUSHES ON PARCEL 57 WITHIN OR JUST OUTSIDE OFTHE TEMPORARY CONSTRUCTION EASEMENT THAT ARE INJUREDBY CONSTRUCTION SHALL BE REPLACED BY CONTRACTOR WITHLIKE KIND AND LIKE SIZE BUSHES PER AGREEMENT BETWEENPROPERTY OWNER AND TOWN OF MOORESVILLEEXISTING GRAVEL DRIVEWAY TO BEREPLACED WITH CONCRETE PERAGREEMENT BETWEEN PROPERTYOWNER AND TOWN OF MOORESVILLE13' TO EDGE OF PAVED SHOULDERSta. 0+34.21, 12.00' RT: BEGIN EP ROADWAY TAPERSta. 0+65.34, 17.85' RT: END EP ROADWAY TAPER12.00' RTSta. 0+27.01Sta. 2+61.83, 16.88' RT: BEGIN EP ROADWAY TAPERSta. 3+41.53, 12.00' RT: END EP ROADWAY TAPER12' TO EDGE OF 4" SOLID WHITE LINEPROP. PAVED SHOULDER(VARIABLE WIDTH)PROP. 2'-6" STANDARDCURB & GUTTERSILT FENCEEXTEND EXIST. 18" RCP TO NEWOFFSET CB-34. INSTALL CONC.PIPE COLLAR TO CONNECT EXIST.18" RCP TO PROPOSED 18" RCP.MATCH LINE STA. 6+00 SHEET 10


EXISTING GRADE AT DOUBLE YELLOW LINESTA. 12+02.48OFFSET CB-47P-4728+0028+31.778+00PT 8+69.97OFFSET CB -479+006+00PC 6+39.177+0010+0012+00SILT FENCESILT FENCEP-47T. DI-39840840835 83584383683583783184284084283784283884383683884483984183384183983456186061C8S 03°06'54" W 61.10'S 06°19'51" E 396.47'N:661,046.75N:660,737.09ELEV:842.85NE:1,467,351.03N:660,816.31E:1,467,357.49E:1,467,366.5950 D NAIL5620 EXIST. LEYLAND CYPRESS TREES TO BE REMOVED BYCONTRACTOR PER AGREEMENT BETWEEN PROPERTY OWNERAND TOWN OF MOORESVILLE. IF SHED NEEDS TO BE MOVEDPRIOR TO TREES REMOVAL, PROPERTY OWNERS REQUESTONE WEEK ADVANCE NOTICE IN ORDER TO HAVE IT EMPTIED.EXIST. SECTION OF FENCING ALONGKISTLER FARM ROAD TO BE REMOVEDBY CONTRACTOR PER AGREEMENTBETWEEN PROPERTY OWNER ANDTOWN OF MOORESVILLEBRICK LAMPPOST COLUMNSREMOVED BY CONTRACTORCONTRACTOR TO RESET EXIST.WOODEN SPLIT RAIL FENCEAT CURRENT LOCATION5' CURB TRANSITIONSta. 27+84: END RESIDENTIAL C & GSta. 27+89: BEGIN STD. C & G12' TO EDGE OF PAVEMENTPROP. 5' SIDEWALKWITH 5' GRASS STRIPPROP. 2'-6" STANDARDCURB & GUTTER12' TO EDGE OF PAVEMENTR27.5'ROAD ALIGNMRELOCATE FIRE HYDRANT AND ADJUST WATERVALVE BOX TO MATCH PROPOSED GRADEXIST UTILITY PEDESTAL TO BEILITY OWNERCONTRACTOR TO INSTALL "SCHOOL"PAVEMENT MARKINGS WITHIN SOUTH BOUNDLANE DESTROYED BY ASPHALT MILLING. THE3 CHARACTERS SHALL MATCH THE EXIST.CHARACTER DIMENSIONS AND THE 24" WHITETRANSVERSE BANDS SHALL EXTEND TO THEEDGE OF PROPOSED PAVEMENT.PROP. 4" WHITEMINI-SKIP LINESEXIST. BRICK MAILBOX TO BEREMOVED BY CONTRACTOR11+00MATCH LINE STA. 6+00 SHEET 9MATCH LINE STA. 12+40 SHEET 11


EXISTING GRADE AT DOUBLE YELLOW LINEP-47P-45STA. 12+87.50CB-45JB-46STA. 16+33.37CB-41STA. 14+72.21CB-43P-4328+0028+31.77PT 13+72.7915+0016+0018+0013+0019CB-48CB-41CB-45JB-46PC 12+66.4414+0017+00TBM: R/R SPIKE IN POWER POLEELEV: 819.10FES-42SILT FENCECOIR FIBER WATTLECOIR FIBER WATTLECOIR FIBER WATTLESILT FENCESILT FENCEP-47P-48P-46P-45P-42
EXIST. P-41
EXIST. PIPE OUTLET 408298338328188198288318278248268218238228208308258188175562636465S 06°12'32" E 839.25'C9E:1,467,398.90N:660,316.54E:1,467,401.21E:1,467,399.30N:660,442.86ES-44P-43P-44
CB-43N:660,443.09N:660,422.25E:1,467,412.83ELEV:832.70PK NAILEXIST. TREES TO BE TRIMMED BYCONTRACTOR PER AGREEMENTBETWEEN PROPERTY OWNERAND TOWN OF MOORESVILLEEXIST. TREES TO BE REMOVED BYCONTRACTOR PER AGREEMENTBETWEEN PROPERTY OWNERAND TOWN OF MOORESVILLEEXIST. SUBDIVISION SIGNS NOT TO BEDAMAGED. PROVIDE A HAND PLACED2:1 FILL SLOPE AT THE SIGNSRESULTING IN A MAXIMUM 9 TO 10INCH FILL DEPTH AGAINST THE SIGNS.EXIST. WOODEN SPLIT RAILFENCE & WOVEN WIRE FENCETO BE RESET BY CONTRACTOR(MINIMUM OF 1' BEHINDPROPOSED SIDEWALK)ENTIAL C & GC & GPROP. 5' SIDEWALKWITH 5' GRASS STRIPDRIVEWAY TO BE WIDENED PER AGREEMENTBETWEEN PROPERTY OWNER AND TOWN OFMOORESVILLE. CONTRACTOR SHALL WORK WITH THEPROPERTY OWNER FOR THE EXACT DIMENSIONS, ANDPROPERTY OWNER WILL MAKE HIMSELF/HERSELFREASONABLY AVAILABLE TO THE CONTRACTOR ATTHE TIME THE WORK IS TO BE DONE.DRIVEWAY TO BE WIDENEDPER AGREEMENT BETWEENPROPERTY OWNER ANDTOWN OF MOORESVILLE.27.0' B-BPROP. 2'-6" STANDARDCURB & GUTTER12' TO EDGE OF PAVEMENTR27.5'R27.5'R27.5'ROAD ALIGNMENTEXIST. 12" RCP TOBE ABANDONEDEXIST. UTILITY PEDESTALTO BE ADJUSTED TOGRADE BY UTILITY OWNEREXIST. UTILITY PEDESTAL TO BEADJUSTED TO GRADE BY UTILITY OWNEREXIST. UTILITY BOXTO BE RELOCATEDBY UTILITY OWNEREXIST. FIRE HYDRANTTO BE RELOCATEDBEHIND SIDEWALKE NOT TO BEPER REQUESTTY OWNEREXIST. TREES NOT TO BEREMOVED PER REQUESTOF PROPERTY OWNEREXIST. TREE NOT TO BEREMOVED PER REQUESTOF PROPERTY OWNERCOIR FIBER WATTLEEXIST. TREE NOT TO BEREMOVED PER REQUESTOF PROPERTY OWNERCOIR FIBER WATTLEEXIST. UTILITY PEDESTALTO BE RELOCATED BYUTILITY OWNEREXIST. TREES NOT TO BEREMOVED PER REQUESTOF PROPERTY OWNEREXIST. LARGE TREE TO BEREMOVED BY CONTRACTORPER AGREEMENT BETWEENPROPERTY OWNER ANDTOWN OF MOORESVILLE818EXIST. UTILITY PEDESTALTO BE RELOCATED BYUTILITY OWNEREXIST. UTILITY POLE ANDGUY WIRE TO BE RELOCATEDBY UTILITY OWNERPROP. 4" WHITE MINI-SKIP LINESPROP. 4" WHITEMINI-SKIP LINESMATCH LINE STA. 12+40 SHEET 10MATCH LINE STA. 18+80 SHEET 12


EXISTING GRADE AT DOUBLE YELLOW LINEP-57STA. 22+50.04OFFSET CB-57P-56STA. 24+00.77JB-5619+0023+0025+00JB-56OFFSET CB-5720+0021+0022+00PC 22+12.0424+006SILT FENCESILT FENCESILT FENCESILT FENCESILT FENCESILT FENCESILT FENCEP-56P-57816813817812
814 81181481481581581181881781281166676869C10S 06°12'32" E 839.25'N:659,482.21E:1,467,503.59N:659,798.09E:1,467,490.22ELEV:817.56PK NAIL & CAP65EXIST. TREE TO BE THINNED BYCONTRACTOR PER AGREEMENTBETWEEN PROPERTY OWNERAND TOWN OF MOORESVILLEEXIST. TREE TO BE REMOVED BYCONTRACTOR PER AGREEMENTBETWEEN PROPERTY OWNERAND TOWN OF MOORESVILLEEXIST. TREE TO BE TRIMMEDBY CONTRACTOR PERAGREEMENT BETWEENPROPERTY OWNER ANDTOWN OF MOORESVILLEEXIST. CEDAR TREE TO BE REMOVEDBY CONTRACTOR PER AGREEMENTBETWEEN PROPERTY OWNER ANDTOWN OF MOORESVILLEEXIST. WOVEN WIRE FENCE AND HOT WIRE FENCETO BE MOVED OR REPLACED BY CONTRACTORWITH NEW LIKE-KIND FENCING OUTSIDE OFPROPOSED SIDEWALK (MINIMUM OF 1' BEHINDPROPOSED SIDEWALK) PER AGREEMENT BETWEENPROPERTY OWNER AND TOWN OF MOORESVILLEEXIST. TREE STUMPS(6 TOTAL) TO BE GRINDEDBY CONTRACTOR PERAGREEMENT BETWEENPROPERTY OWNER ANDTOWN OF MOORESVILLEEXISCONBETWANDEXIST. TREE TO BE REMOVED BY CONTRACTORPER AGREEMENT BETWEEN PROPERTY OWNERAND TOWN OF MOORESVILLEEXIST. CHAIN LINK FENCING TO BE MOVED ANDRE-INSTALLED BY CONTRACTOR OUTSIDE OFPROPOSED SIDEWALK (MINIMUM OF 1' BEHINDPROPOSED SIDEWALK) PER AGREEMENT BETWEENPROPERTY OWNER AND TOWN OF MOORESVILLEPROP. 5' SIDEWALKWITH 5' GRASS STRIPPROP. 2'-6" STANDARDCURB & GUTTEREXIST. TREES TO BE TRIMMED BYCONTRACTOR PER AGREEMENTBETWEEN PROPERTY OWNERAND TOWN OF MOORESVILLE12' TO EDGE OF PAVEMENTEXIST. 12" RCP TOBE ABANDONEDEXIST. PIPE TOBE ABANDONED(SIZE UNKOWN)EXIST. 12" RCP TOBE ABANDONEDEXIST. 12" RCP TOBE ABANDONEDEXIST. TREE NOT TO BEREMOVED PER REQUESTOF PROPERTY OWNEREXIST. UTILITY PEDESTALTO BE RELOCATED BYUTILITY OWNERMATCH LINE STA. 18+80 SHEET 11MATCH LINE STA. 25+20 SHEET 13


EXISTING GRADE AT DOUBLE YELLOW LINESTA. 31+06.53CB-53DI-54P-55P-53STA. 27+31.71OFFSET CB-55P-5627+0027+92.7728+00PC 29+32.56PT 29+75.42PT 31+90.8631+0030+00PC 31+31.79CB-52OFFSET CB-55PT 25+46.4626+0029+00CB-53CONVERT EXIST. DI-51 TO JBEXIST. GRATE: 799.72PROP. RIM: 803.00CTR. INV: 796.32PROP. INV IN: 796.52SILT FENCESILT FENCESILT FENCEP-56DI-54P-55P-54P-53P-5280581081080570717273S 10°28'01" E 246.30'S 08°21'17" E 139.79'S 08°58'07" E 156.38'C11C12E:1,467,552.08N:658,909.20N:658,728.52E:1,467,623.59N:659,151.40E:1,467,596.82N:658,770.89E:1,467,617.13N:658,574.06E:1,467,647.97N:658,515.E:1,467,65N:658,601.28E:1,467,673.98ELEV:804.2450 D NAIL69PER AGREEMENT BETWEEN PARCEL 73PROPERTY OWNER AND TOWN OFMOORESVILLE, ALL TREES LINING KISTLER FARMROAD ARE NOT TO BE REMOVED OR DISTURBED,AND THE BLACK DECORATIVE METAL FENCE ISNOT TO BE DISTURBED, REMOVED OR MOVEDTUMPSBE GRINDEDTOR PEREXIST. TREE STUMPS(6 TOTAL) TO BE GRINDED BYCONTRACTOR PER AGREEMENTBETWEEN PROPERTY OWNERAND TOWN OF MOORESVILLEEXIST. TREE TO BE REMOVED BYCONTRACTOR PER AGREEMENTBETWEEN PROPERTY OWNERAND TOWN OF MOORESVILLECONCRETE DRIVEWAY TURNOUT SHALL HAVEA THICKNESS OF 8-10 INCHES AND SHALLEXTEND 3' BEYOND THE BACK OF SIDEWALKPER AGREEMENT BETWEEN PROPERTYOWNER AND TOWN OF MOORESVILLEPROP. 5' SIDEWALKWITH 5' GRASS STRIPPROP. 2'-6" STANDARDCURB & GUTTER12' TO EDGE OF PAVEMENTEXIST. DI-51SYSTEMS SHALL CONTRACTOR'S EXIST. P-51MATCH LINE STA. 25+20 SHEET 12MATCH LINE STA. 31+60 SHEET 14


EXISTING GRADE AT DOUBLE YELLOW LINEP-53STA. 33+10.58CB-60STA. 33+66.08DI-61STA. 31+79.84DI-50 (CUT-IN)STA. 33+16.62EXIST. DI-59STA. 31+64.28CB-52EXIST. DI-51P-60P-61PT 31+90.86PC 35+66.1832+00PC 33+50.7933+00PT 34+63.3034+0035+0036+00PT 36+72.4137+00CB-52CB-60TBM: TOP NUT OF FIRE HYDRANT(VALID UNTIL RELOCATION)ELEV: 804.69EXIST. DI-51 TO JBTE: 799.72: 803.00796.32IN: 796.52CONVERT EXIST. DI-59 TO JBEXIST. GRATE: 799.92PROP. RIM: 802.80CTR. INV: 796.22PROP. INV IN (E): 797.67PROP. INV IN (S): 796.42SILT FENCEP-53P-52DI-61P-61EXIST. CB-58EXIST. P-59803802803804803803804805802805747576S 10°39'39" E 159.93'S 12°48'34" E 102.88'S 10°22'30" E 27.59'C12C13C14E:1,467,733.317N:658,515.85E:1,467,658.03N:658,358.69E:1,467,687.62N:658,248.53E:1,467,710.50N:658,148.21N:658,044.16E:1,467,754.66N:658,017.02E:1,467,759.62N:658,151.22E:1,467,694.53ELEV:804.8050 D NAIL73PROP. 5' SIDEWALKWITH 5' GRASS STRIPPROP. 2'-6" STANDARDCURB & GUTTERSTA. 36+15.36 12.00' RT12' TO EDGE OF PAVEMENTR27.5'R27.5'EXIST. DI-59EXIST. DI-51EXIST. P-50EXIST. CB-49P-60DI-50(CUT-IN)CONSTRUCT A FALSESUMP FOR DI-61(SEE DETAIL BELOW)PROPOSED HIGHVISIBILITY CROSSWALKEXIST. FIRE HYDRANTTO BE RELOCATEDBEHIND SIDEWALKEXIST. UTILITY VAULTTO BE RELOCATED BYUTILITY OWNEREXISTING WOODLANDS SUBDIVISIONIRRIGATION COMPONENTS ARE TOBE ADJUSTED BY CONTRACTOR TOMATCH PROPOSED GRADE. ANYDAMAGE TO MARKED IRRIGATIONSYSTEMS SHALL BE REPAIRED AT THECONTRACTOR'S EXPENSE.PROP. 4" WHITEMINI-SKIP LINESEXIST. P-51MATCH LINE STA. 31+60 SHEET 13


10:1 10:1 10:1 10:1 10:1 2.08% 2.08% 2.08% 4.79% 2.08% 2.08% 1.00% 1.00% 1.00% 1.00% 1.00% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08%


4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 3.00% 11.49% 14.00% 21.23%


4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 2.08% 19.91% 14.00% 0.25% 14.00% 20.00% 13.17% 3.00% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 0.99%


4:1 4:1 4:1 4:1 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 3.00% 2.08% 2.08% 8.13% 14.00% 17.88% 1.16%


3:13:1 4:13:1 4:1 4:13:13:13:1
3:1 3.4%SIDEWALK LOCATION 12.4% 22.1% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 23.00% 14.00% 3.00% 14.00% 5.00% 2.08% 3.00% 5.00% 8.3:13:13:13:13:1 4:1 4:1 4:1PROP.SAFETY RAILPROP.SAFETY RAIL


3:1
3:1 3:13:13:1
3:13:13:1
4:13:1 4:1 4:1 4:1 4:1 4:1 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08%3:13:13:1PROP.PIPE-ARCHCULVERTPROP.PIPE-ARCHCULVERTPROP.PIPE-ARCHCULVERTPROP.PIPE-ARCHCULVERT 8.1:1 7.6:1 13.9:1PROP.WINGWALLPROP.HEADWALLPROP.HEADWALLPROP.SAFETY RAILPROP.SAFETY RAILPROP.SAFETY RAILPROP.SAFETY RAILPROP.SAFETY RAILPROP.SAFETY RAILPROP.SAFETY RAILPROP.SAFETY RAILPROP.SAFETY RAILPROP.SAFETY RAILPROP.SAFETY RAILPROP.SAFETY RAIL


4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:13:1 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 6.68% 2.08% 5.08% 14.00% 21.60% 4:1PROP.SAFETY RAILPROP.SAFETY RAIL


4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:13:1
3:1
3:13:1 4:1 4:1 2.08%EXIST. SEGMENTALBLOCK RETAINING WALLS 4.42% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 14.00% 23.00% 3.00% 8.00% 13.00% 8.07% 23.00% 14.00% 1.08% 3.00% 10.00% 20.00% 11.00% 7.05% 10.30% 0.53%


4:1 4:1 4:1 6:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 2.08% 24.00% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 14.00% 17.98% 12.20% 17.00% 10.00% 3.00% 5.27% 17.52% 14.00% 3.00% 2.08% 2.08% 2.08% 6.46% 2.08%


4:1 4:1 4:1 4:1 4:1 4:1 12:1 12:1 12:1 12:1 2.08% 9.00% 3.00% 3.00% 12:1 4:1 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 1.62% 8.00% 10.18% 8.00% 2.85% 5.01% 3.00% 1.64% 5.00% 2.08% 2.08% 2.08% 1.74% 2.08% 6.41% 4.41% 2.14% 3.58%


SIDEWALK TO HOUSE 4:1 4:1 4:1 4:1 2.06% 8.27% 2.96% 2.08% 4.41% 9.78% 3.00% 2.08% 3.00% 1.18% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 1.55% 9.23% 3.58% 7.86% 2.08% 5.28% 2.08% 7.52% 2.04% 2.08% 4.68% 9.00% 12.65% 3.75%


4:1 4:1 5.6:1 9.3:1 9.7:1 9.2:1 6.55% 11.87% 5.13% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 14.00% 17.77% 5.11%


4:1 4:1 4:1 4:1 4:1 2.08% 2.08% 3.40% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 14.83% 2.08% 1.08% 4.6:1CENTER OFCUL-DE-SAC 2.08% 1.78% 2.03%EDGE OF PVMT. 2.23%EDGE OF PVMT. 2.08% 2.08% 3.95% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 2.08% 4.15% 2.08% 3.00% 4.27% 3.00% 4.16% 14.94% 8.52% 8.52% 1.77% 1.23% 1.79% 2.08% 2.08% 4.5:1CENTER OFCUL-DE-SACCENTER OFCUL-DE-SAC 1.16% 2.08% 3.00% 7.22% 2.08% 3.20% 14.13% 17.70% 1.74%


3.1% 3.3% 4.5% 4.8% 5.7% 3.1% 8.0% 5.4% 8.0% 8.0% 6.8% 8.0% 5.6:1 5.4:1 5.7:1 5.6:1 4:13%24%14% 4.8% 5.0:1 4:1 4.7% 3.0% 2.4% 2.3% 4:1 4:1 4:1 16.6% 4.0% 2.1% 2.1% 2.1% 2.1%


4:13%14%24% 1.0% 0.9% 1.0% 0.2% 1.1% 1.2% 1.2% 0.7% 0.6% 0.3% 0.6% 1.6% 3.6% 3.2% 3.5% 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 15.5% 4.0% 2.1% 4.0% 2.1% 8.0% 11.6%


3%3%3% 6% 6% 4.8% 5.6% 5.8% 4.1% 3.0% 4.2% 2.9% 2.9% 2.9% 3.6% 3.3% 2.5% 2.2% 2.2% 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4.0% 2.1% 6.25% 12% 4% 2.1% 4% 2.1%BRIARCLIFF ROAD INTERSECTION 10.2% 9.2%


4.6% 3.6% 0.9% 1.8% 1.5% 4:13%14%3%14%3% 10% 3.1% 1.9% 5.1% 3.7% 3.6% 4.7% 3.9% 3.5% 1.6% 0.1% 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4% 2.1% 4% 2.1% 4% 2.1% 4% 2.1% 9.4% 10.0% 2.4% 5.8%TIMBERLAND LOOP INTERSECTION 1.8% 2.8%


3% 0.6% 1.0% 1.3% 0.2% 1.9% 3.6% 3.9% 3.7% 3.3% 3.0% 1.8% 0.5% 1.4% 2.3% 2.8% 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4% 2.1% 5.6:1 5.0:1 9.3:1 10.9:1 4.7:1


3.1% 3.6% 3.5% 4.4% 3.5% 3.0% 3.6% 2.4% 2.0% 3.3% 5.1% 5.7% 5.5% 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1








SHIFTING PROPOSED EDGE OF PAVEMENT INTO EXISTING PAVEMENTTYPICAL SECTION WITH NEW STANDARD CURB & GUTTER, SIDEWALK AND PLANTING MEDIANBRIARCLIFF ROADLCSTA. 3+66.3 to 9+00SHIFTING PROPOSED EDGE OF PAVEMENT OUTSIDE OF EXISTING PAVEMENTPROP.TYPICAL SECTION WITH NEW STANDARD CURB & GUTTER, SIDEWALK AND PLANTING MEDIANBRIARCLIFF ROADSTA. 3+66.3 to 9+00LCPROP.TYPICAL SECTION WITH NEW SIDEWALK AND PLANTING MEDIANBRIARCLIFF ROADSTA. 0+00 to 3+24TYPICAL SECTION WITH NEW SIDEWALK AND PLANTING MEDIANBELLINGHAM DRIVEWHITE OAKS ROADTYPICAL SECTION WITH NEW RESIDENTIALCURB & GUTTER, SIDEWALK AND PLANTING MEDIANTYPICAL SECTION WITH NEW STANDARD CURB & GUTTER, SIDEWALK AND PLANTING MEDIANBRIARCLIFF ROADLCSTA. 3+24 to 3+66.3PROP.TRANSITION ZONE: STA. 9+00 TO 9+25TRANSITION ZONE: STA. 9+00 TO 9+2536-6A36-236-336-436-536-6B


TYPICAL SECTION WITH NEW RESIDENTIAL CURB & GUTTER, SIDEWALK AND PLANTING MEDIANBRIARCLIFF ROADSTA. 9+25 to ENDSHIFTING PROPOSED EDGE OF PAVEMENT INTO EXISTING PAVEMENTTYPICAL SECTION WITH NEW RESIDENTIAL CURB & GUTTER, SIDEWALK AND PLANTING MEDIANBRIARCLIFF ROADSTA. 9+25 to ENDSHIFTING PROPOSED EDGE OF PAVEMENT OUTSIDE OF EXISTING PAVEMENTLCPROP.LCPROP.TYPICAL SECTION WITH NEW RESIDENTIAL CURB & GUTTER, SIDEWALK AND PLANTING MEDIANWHISPERING OAKS COURTSHIFTING PROPOSED EDGE OF PAVEMENT INTO EXISTING PAVEMENTTYPICAL SECTION WITH NEW RESIDENTIAL CURB & GUTTER, SIDEWALK AND PLANTING MEDIANWHISPERING OAKS COURTSHIFTING PROPOSED EDGE OF PAVEMENT OUTSIDE OF EXISTING PAVEMENTLCPROP.LCPROP.SHIFTING PROPOSED EDGE OF PAVEMENT INTO EXISTING PAVEMENTKISTLER FARM ROADSTA. 3+45 to ENDSHIFTING PROPOSED EDGE OF PAVEMENT OUTSIDE OF EXISTING PAVEMENTKISTLER FARM ROADSTA. 3+45 to ENDKISTLER FARM ROADSTA. 0+00 to 3+25SHIFTING PROPOSED EDGE OF PAVEMENT OUTSIDE OF EXISTING PAVEMENTKISTLER FARM ROADSTA. 3+25 to 3+45SHIFTING PROPOSED EDGE OF PAVEMENT OUTSIDE OF EXISTING PAVEMENTTYPICAL SECTION WITH NEW STANDARD CURB & GUTTER,PAVED SHOULDER, SIDEWALK AND PLANTING MEDIANTYPICAL SECTION WITH NEW STANDARD CURB& GUTTER, SIDEWALK AND PLANTING MEDIANTYPICAL SECTION WITH NEW STANDARD CURB& GUTTER, SIDEWALK AND PLANTING MEDIANTYPICAL SECTION WITH NEW STANDARD CURB& GUTTER, SIDEWALK AND PLANTING MEDIAN37-1A37-1B37-237-337-4A37-4B37-5A37-5B








AANCDOT PREFORMED SCOUR HOLE DETAILSECTION A-AxxxxxxxxxxxFLOWPLACE GRAVEL BAGS SUCH THATNO GAPS ARE EVIDENTBACK OF CURBCATCH BASINCURB INLETPONDING AREA FORSEDIMENT SEPARATIONPLAN VIEWCURB INLETSIDEWALKCATCH BASINSECTION VIEWNOTES:1. PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN PONDAND ALLOW SEDIMENT TO SEPARATE FROM RUNNOFF.2. USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP) AND FILL WITH 12 INCH (ORSMALLER) GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT.3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT ANDGRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.4. WHEN INSTALLING CURB INLET PROTECTION DEVICES, NEVER BLOCK THE CURB INLET.STANDARD GRAVEL BAG CURB INLET PROTECTIONFLOWNOTE: GRAVEL BAG SHOULD NOTBE HIGHER THAN TOP OF CURBSTANDARD SILT BAG - INLET SEDIMENT CONTROL DEVICE


GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCEWITH THE NCG01 CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by the delegatedauthority having jurisdiction. All details and specifications shown on this sheet may not applydepending on site conditions and the delegated authority having jurisdiction.GROUND STABILIZATION SPECIFICATIONStabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1. Select flocculants that are appropriate for the soils being exposed during construction,selecting from the NC DWR List of Approved PAMS/Flocculants.2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.3. Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.4. Provide ponding area for containment of treated Stormwater before dischargingoffsite.5. Store flocculants in leak-proof containers that are kept under storm-resistant cover orsurrounded by secondary containment structures.HAZARDOUS AND TOXIC WASTE1. Create designated hazardous waste collection areas on-site.2. Place hazardous waste containers under cover or in secondary containment.3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.EQUIPMENT AND VEHICLE MAINTENANCE1. Maintain vehicles and equipment to prevent discharge of fluids.2. Provide drip pans under any stored equipment.3. Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.4. Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).5. Remove leaking vehicles and construction equipment from service until the problemhas been corrected.6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1. Never bury or burn waste. Place litter and debris in approved waste containers.2. Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.3. Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.4. Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.5. Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.6. Anchor all lightweight items in waste containers during times of high winds.7. Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.8. Dispose waste off-site at an approved disposal facility.9. On business days, clean up and dispose of waste in designated waste containers.PAINT AND OTHER LIQUID WASTE1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.2. Locate paint washouts at least 50 feet away from storm drain inlets and surface watersunless no other alternatives are reasonably available.3. Contain liquid wastes in a controlled area.4. Containment must be labeled, sized and placed appropriately for the needs of site.5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.PORTABLE TOILETS1. Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or place ona gravel pad and surround with sand bags.2. Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas.3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilizea licensed sanitary waste hauler to remove leaking portable toilets and replace withproperly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES1. Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions.2. Store herbicides, pesticides and rodenticides in their original containers with the label,which lists directions for use, ingredients and first aid steps in case of accidentalpoisoning.3. Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately.4. Do not stockpile these materials onsite.CONCRETE WASHOUTS1. Do not discharge concrete or cement slurry from the site.2. Dispose of, or recycle settled, hardened concrete residue in accordance with localand state solid waste regulations and at an approved facility.3. Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and within lotperimeter silt fence.4. Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority for reviewand approval. If local standard details are not available, use one of the two types oftemporary concrete washouts provided on this detail.5. Do not use concrete washouts for dewatering or storing defective curb or sidewalksections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project.6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless itcan be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow.7. Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority.8. Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location.9. Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions.10. At the completion of the concrete work, remove remaining leavings and dispose of inan approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout.EARTHEN STOCKPILE MANAGEMENT1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50feet away from storm drain inlets, sediment basins, perimeter sediment controls andsurface waters unless it can be shown no other alternatives are reasonably available.2. Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.3. Provide stable stone access point when feasible.4. Stabilize stockpile within the timeframes provided on this sheet and in accordance withthe approved plan and any additional requirements. Soil stabilization is defined asvegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs.AABELOW GRADE WASHOUT STRUCTURE1:1SIDE SLOPE(TYP.)10 MILPLASTICLINING3'-0"MIN.& X'MAX.SECTION A-ANOT TO SCALEABOVE GRADE WASHOUT STRUCTURENOT TO SCALEPLANSECTION B-BHIGHCOHESIVE &LOW FILTRATIONSOIL BERM8"6"2'HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE(TYP.)10 MILPLASTIC LININGBB3'-0"MIN.& X'MAX.ASANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESNOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES75% OF THE STRUCTURES CAPACITY.3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARLY MARKED WITH SIGNAGE NOTING DEVICE.NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURESSHALL BE MAINTAINED WHEN THE LIQUIDAND/OR SOLID REACHES 75% OF THESTRUCTURES CAPACITY TO PROVIDEADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD.3.CONCRETE WASHOUT STRUCTURE NEEDSTO BE CLEARLY MARKED WITH SIGNAGENOTING DEVICE.ONSITE CONCRETE WASHOUTSTRUCTURE WITH LINERCONCRETEWASHOUTCONCRETEWASHOUTPLANCLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)SILT FENCE10'MIN10'MINSECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbing activity.Temporary ground stabilization shall be maintained in a manner to render the surface stableagainst accelerated erosion until permanent ground stabilization is achieved.Site Area DescriptionTimeframe variations-7 days for perimeter dikes, swales, ditches,perimeter slopes and HQW Zones-10 days for Falls Lake Watershed unlessthere is zero slopeStabilize withinthis many calendardays after ceasingland disturbance77714NoneNone(a) Perimeter dikes,swales, ditches, andperimeter slopes(b) High Quality Water(HQW) Zones(c) Slopes steeper than3:1If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed(d) Slopes 3:1 to 4:1(e) Areas with slopesflatter than 4:114-7 days for slopes greater than 50' inlength and with slopes steeper than 4:1-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones-10 days for Falls Lake WatershedNCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTINGPART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION A: SELF-INSPECTIONSelf-inspections are required during normal business hours in accordance with the table below. When adverseweather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspectionmay be delayed until the next business day on which it is safe to perform the inspection. In addition, when astorm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspectionshall be performed upon the commencement of the next business day. Any time when inspections weredelayed shall be noted in the Inspection Record.NOTE: The rain inspection resets the required 7 calendar day inspection requirement.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION B: RECORDKEEPING1. E&SC Plan DocumentationThe approved E&SC plan as well as any approved deviation shall be kept on the site. Theapproved E&SC plan must be kept up-to-date throughout the coverage under this permit.The following items pertaining to the E&SC plan shall be kept on site and available forinspection at all times during normal business hours.2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical:(a) This General Permit as well as the Certificate of Coverage, after it is received.(b) Records of inspections made during the previous twelve months. The permittee shallrecord the required observations on the Inspection Record Form provided by theDivision or a similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed ifshown to provide equal access and utility as the hard-copy records.3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41]PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION C: REPORTING1. Occurrences that Must be ReportedPermittees shall report the following occurrences:(a) Visible sediment deposition in a stream or wetland.(b) Oil spills if:xThey are 25 gallons or more,xThey are less than 25 gallons but cannot be cleaned up within 24 hours,xThey cause sheen on surface waters (regardless of volume), orxThey are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85.(d) Anticipated bypasses and unanticipated bypasses.(e) Noncompliance with the conditions of this permit that may endanger health or the environment.2.Reporting Timeframes and Other RequirementsAfter a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriateDivision regional office within the timeframes and in accordance with the other requirements listed below.Occurrences outside normal business hours may also be reported to the Department's EnvironmentalEmergency Center personnel at [phone].PART II, SECTION G, ITEM (4)DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUTSediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn downfor maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawalshall not commence until the E&SC plan authority has approved these items,(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls includeproperly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.NCG01 GROUND STABILIZATION AND MATERIALS HANDLINGTemporary StabilizationPermanent StabilizationxTemporary grass seed covered with straw or other mulches and tackifiersxHydroseedingxRolled erosion control products with or without temporary grass seedxAppropriately applied straw or other mulchxPlastic sheetingxPermanent grass seed covered with straw or other mulches and tackifiersxGeotextile fabrics such as permanent soil reinforcement mattingxHydroseedingxShrubs or other permanent plantings covered with mulchxUniform and evenly distributed ground cover sufficient to restrain erosionxStructural methods such as concrete, asphalt or retaining wallsxRolled erosion control products with grass seedInspectFrequency(during normalbusiness hoursInspection records must include:(1) Rain gaugemaintained in goodworking orderDailyDaily rainfall amounts.If no daily rain gauge observations are made during weekend orholiday periods, and no individual-day rainfall information is available,record the cumulative rain measurement for those un-attended days(and this will determine if a site inspection is needed). Days on whichno rainfall occurred shall be recorded as "zero". The permittee mayuse another rain-monitoring device approved by the Division.(2) E&SCMeasuresAt least once per7 calendar daysand within 24hours of a rainevent ≥ 1.0 inch in24 hours1. Identification of the measures inspected,2. Date and time of the inspection,3. Name of the person performing the inspection,4. Indication of whether the measures were operating properly,5. Description of maintenance needs for the measure,6. Description, evidence, and date of corrective actions taken.(3) Stormwaterdischarge outfalls(SDCs)At least once per7 calendar daysand within 24hours of a rainevent ≥ 1.0 inch in24 hours1. Identification of the discharge outfalls inspected,2. Date and time of the inspection,3. Name of the person performing the inspection,4. Evidence of indicators of stormwater pollution such as oil sheen, floating or suspended solids or discoloration,5. Indication of visible sediment leaving the site,6. Description, evidence, and date of corrective actions taken.(4) Perimeter ofsiteAt least once per7 calendar daysand within 24hours of a rainevent ≥ 1.0 inch in24 hoursIf visible sedimentation is found outside site limits, then a record of thefollowing shall be made:1. Actions taken to clean up or stabilize the sediment that has left the site limits,2. Description, evidence, and date of corrective actions taken, and3. An explanation as to the actions taken to control future releases.(5) Streams orwetlands onsite oroffsite (whereaccessible)At least once per7 calendar daysand within 24hours of a rainevent ≥ 1.0 inch in24 hoursIf the stream or wetland has increased visible sedimentation or astream has visible increased turbidity from the construction activity,then a record of the following shall be made:1. Description, evidence and date of corrective actions taken, and2. Records of the required reports to the appropriate Division Regional Office per Part 111, Section C, Item (2)(a) of this permit.(6) GroundstabilizationmeasuresAfter each phaseof grading1. The phase of grading (installation of perimeter E&SC measures, clearing and grubbing, installation of storm drainage facilities, completion of all land-disturbing activity, construction or redevelopment, permanent ground cover).2. Documentation that the required ground stabilization measures have been provided within the required timeframe or an assurance that they will be provided as soon as possible.Item to DocumentDocumentation Requirements(a) Each E&SC measure has been installedand does not significantly deviate from thelocations, dimensions and relative elevationsshown on the approved E&SC plan.Initial and date each E&SC measure on a copyof the approved E&SC plan or complete, dateand sign an inspection report that lists eachE&SC measure shown on the approved E&SCplan. This documentation is required upon theinitial installation of the E&SC measures or if heE&SC measures are modified after initialinstallation.(b) A phase of grading has been completed. Initial and date a copy of the approved E&SCplan or complete, date and sign an inspectionreport to indicate completion of the constructionphase.(c) Ground cover is located and installed inaccordance with the approved E&SC plan.Initial and date a copy of the approved E&SCplan or complete, date and sign an inspectionreport to indicate compliance with approvedground cover specifications.(d) The maintenance and repair requirementsfor all E&SC measures have been performed.Complete, date and sign an inspection report.(e) Corrective actions have been taken toE&SC measures.Initial and date a copy of the approved E&SCplan or complete, date and sign an inspectionreport to indicate the completion of thecorrective action.OccurrenceReporting Timeframes (After Discovery) and Other Requirements(a) Visiblesedimentdeposition in astream or wetlandxWithin 24 hours, an oral or electronic notification.xWithin 7 calendar days, a report that contains a description of the sediment andactions taken to address the cause of the deposition. Division staff may waive therequirement for a written report on a case-by-case basis.xIf the stream is named on the NC 303(d) list as impaired for sediment- related causes,the permittee may be required to perform additional monitoring, inspections or applymore stringent practices if staff determine that additional requirements are needed toassure compliance with the federal or state impaired-waters conditions.(b) Oil spills andrelease ofhazardoussubstances perItem l(b)-(c) abovexWithin 24 hours, an oral or electronic notification. The notification shall includeinformation about the date, time, nature, volume and location of the spill or release.(c) Anticipatedbypasses [40 CFR122.41(m)(3)]xA report at least ten days before the date of the bypass, if possible. The reportshall include an evaluation of the anticipated quality and effect of the bypass.(d) Unanticipatedbypasses [40 CFR122.41(m)(3)]xWithin 24 hours, an oral or electronic notification.xWithin 7 calendar days, a report that includes an evaluation of the quality and effectof the bypass.(e) Noncompliancewith the conditionsof this permit thatmay endangerhealth or theenvironment[40CFR 122.41(1)(7)]xWithin 24 hours, an oral or electronic notification.xWithin 7 calendar days, a report that contains a description of the noncompliance,and its causes; the period of noncompliance, including exact dates and times, and if thenoncompliance has not been corrected, the anticipated time noncompliance is expectedto continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrenceof the noncompliance. [40 CFR 122.41(1)(6).xDivision staff may waive the requirement for a written report on a case-by-case basis.








PHASE 2 OFF-SITE DETOURBELLINGHAMKISTLER FARM
PHASE 3 OFF-SITE DETOUR