20171075 Ver 1_401 Application_20170817

BEESOII X CHHTER, PR.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
August 16, 2017
Jean Gibby, Chief
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
RE: Sage Creek - Proposed Residential Subdivision
Enclosed you will find the hard copy PCN and supporting documentation to follow up my email
of August 18, 2017.
The stream and wetland delineation was conducted by Pilot Environmental Inc. and is enclosed.
The findings of the delineation show that no additional impacts can be expected other than those
previously presented for culvert crossings and sewer main extensions. I am hopefully this
addresses the concerns you provided previously.
I had a good discussion with Michael Brame at Pilot and he helped me better understand how the
flow of information on these types of projects should be presented.
Project Summary
This project area is the first phase of development and covers 28.15 Ac of a 48.96Ac overall
tract. The site has been approved as a major subdivision by the Forsyth County/City of Winston
Salem Planning Board. No specific development plan has been tabled for the remaining tract on
the east side of Oil Mill Branch, however, the planning board required a street to be stubbed to
the remaining tract for potential future development as well as the tract to the North of this
property.
The impacts proposed are two permanent culvert crossings and temporary impacts for the
extension of the public sanitary sewer main to service the proposed subdivision lots. The total
impacts proposed are under 150LF. The owners are aware that any subsequent impacts for
future expansion of this development to the eastern portion of the property could require them to
mitigate those impacts in addition to the proposed impacts for this request.
Please let me know if you require any additional information.
Best Regards,
Alex Carter, PE
CC: Sue Homewood - DWQ
503 High Street Winston Salem, NC 27101 336-748-0071

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12.29 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
Q Yes ❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Sage Creek
2b.
County:
Forysth
2c.
Nearest municipality / town:
City of Winston Salem
2d.
Subdivision name:
Sage Creek
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Corvus, LLC
3b.
Deed Book and Page No.
DB 3351 Pg 3482
3c.
Responsible Party (for LLC if
applicable):
Robert Weidl
3d.
Street address:
2255 Lewisville Clemmons Road, Suite C
3e.
City, state, zip:
Clemmons, NC 27012
3f.
Telephone no.:
336-577-7775
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑X Agent ❑ Other, specify:
4b.
Name:
Alex Carter, PE
4c.
Business name
(if applicable):
Beeson & Carter, PA
4d.
Street address:
503 High Street
4e.
City, state, zip:
Winston Salem, NC 27101
4f.
Telephone no.:
336-748-0071
4g.
Fax no.:
336-748-0470
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
same as above
5b.
Business name
(if applicable):
5c.
Street address:
5d.
City, state, zip:
5e.
Telephone no.:
5f.
Fax no.:
5g.
Email address:
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
5897-42-7343.00
1b.
Site coordinates (in decimal degrees):
Latitude: 36.13694 Longitude: -80.37087
1 c.
Property size: Ph 1: 28.15 Ac
47.96 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Oil Mill Branch
2b.
Water Quality Classification of nearest receiving water:
C
2c.
River basin:
Muddy Creek / Yadkin River - Pee Dee
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Site is undeveloped land that is covered in a variety of trees and woody vegetation. The surrounding general land use is a mix of single family
residential and undeveloped land.
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: 4,160
3d. Explain the purpose of the proposed project:
Single Family residential subdivision. Site is low density with less than 2 lots per acre.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project consists of clearing, grading and installing utilities and road infrastructure to support the residential building lots. Heavy equipment will be ut
D
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
Comments: Requested per Jean Glbby
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Michael Brame
Agency/Consultant Company: Pilot Environmental, Inc.
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
this project (including all prior phases) in the past?
El Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
Q Yes ❑ No
6b. If yes, explain.
This project (28.15 Ac) will be constructed in 3 phases. The SE portion of the site does not have a development plan.
Page 3 of 10
PCN Form - Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams —tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
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:
None
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
Oil Mill Branch
PER
Corps
15
65
S2 P
Culvert
UT to Oil Mill Branch
INT
Corps
16
61
S3 T
San Sewer Install
Oil Mill Branch
PER
Corps
15
8
S4 T
San Sewer Install
UT to Oil Mill Branch
INT
Corps
8
8
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
142
3i. Comments:
S1 is the crossing as approaching from Caradco Rd. S2 is the crossing as approaching site from Mercia Court. S3 and S4 are temporary impacts for
public sewer extensions to be laid below stream bed.
Page 4 of 10
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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments: one
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Pi
Choose one
P2
Choose one
5f. Total:
5g. Comments: None
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. Comments: None
Page 5 of 10

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 site has been designed as low density with 30' buffers from top of banks. The road system allows for connectivity with the minimum number of
stream crossing feasible to make connections to existing streets when topography allows.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction will utilize all modern means to reduce the impact to the streams and undisturbed areas. Details are provided in the construction plan set
for erosion control and infrastructure installation. The site minimizes the use of storm drainage structures and uses vegetated conveyances to the
maximum extent practical.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes Q No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank: N/A
3b.
Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
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
5a.
N/A
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
Yes X 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).
N/A
N/A
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
1b.
If yes, then is a diffuse flow plan included? If no, explain why.
Low Density Rules; use of vegetated conveyances
Q Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project? Less Than 2 Lots/A
2b.
Does this project require a Stormwater Management Plan?
❑X Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Low density rules apply, site is under 2 lots per acre.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
The stormwater plan utilizes the low density rules and provides for vegetative conveyances to the maximum extent practical.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
NC DEMLR
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Forsyth County / DWQ
❑X Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑X Other: Low Density Rules
3c.
Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑X No
attached? Plan is submitted for review
4.
DWQ Stormwater Program Review
❑Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
Z Session Law 2006-246
❑X Other: Low Density Rules
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached? Plan is submitted for review
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
0 Yes ❑ No
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
❑ Yes ❑X No
use of public (federal/state) land?
1 b.
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
El Yes ❑X 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
Yes Q No
letter.) N/A
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,
E] Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑Yes ❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
N/A
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
El Yes ❑X 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
requests covers all impacts which are reasonably anticipated
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.
Forsyth
county public sewerage utility
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
❑ Yes Q No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes Q No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
https://fws.maps.arcgis.com/home/webmap/viewer.html?webmap=9d8de5e265ad4fe09893cf75b8dbfb77
http://www.fws.gov/nc-es
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://www.habitat.noaa.gov/protection/efh/index.htm1
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
❑ Yes ❑X 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?
http://gis.ncdcr.gov/hpoweb/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes Q No
8b. If yes, explain how project meets FEMA requirements:
N/A
8c. What source(s) did you use to make the floodplain determination?
NCFloodmaps.com
Alex Carter
7/24/2017
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO.: 038A BLOCK NO. 4634 PARCEL ID: 5897-42-7343.00
STREET ADDRESS: 0 Castillo Rd, Winston Salem, NC 27106
Property Owner: Corvus, LLC
The undersigned, registered property owners of the above noted property, do hereby authorize
Alex Carter, PE of Beeson & Carter, P.A.
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
2255 Lewisville Clemmons Rd, Suite C, Clemmons, NC 27012
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature Authorized Signature
Date: 7 -Z& -r7 Date:

PILVU
P I LOT ENVI RON M E N T A L, INC
August 16, 2017
Mr. Nick Gonzalez
Corvus, LLC
2255 Lewisville Clemmons Road, Suite C
Clemmons, North Carolina 27012
Reference: Wetland Delineation
Approximate 44.4 Acre Tract
Castillo Road
Pfafftown, Forsyth County, North Carolina
Pilot Project 2749.1
Dear Mr. Gonzalez:
Pilot Environmental, Inc. (Pilot) is pleased to submit this report of the wetland delineation for the
approximate 44.4 acre tract located east of Castillo Road in Pfafftown, Forsyth County, North
Carolina.
Background
Wetlands are defined by the United States Army Corps of Engineers (USACE) and the United
States Environmental Protection Agency (EPA) as "those areas that are inundated or saturated
by surface or groundwater at a frequency and duration sufficient to support, and under normal
circumstances, do support a prevalence of vegetation typically adapted for life in saturated soil
conditions." In order for an area to be classified as wetland, hydrophytic vegetation, hydric soils,
and wetland hydrology indicators must be present.
Section 404 of the Clean Water Act (CWA) regulates the discharge of dredge and fill materials
into waters of the United States (lakes, rivers, ponds, streams, etc.), including wetlands. Waters
of the United States include the territorial seas, navigable coastal and inland lakes, rivers and
streams, intermittent streams, and wetlands. The EPA and the USACE jointly administer the
Section 404 program. Section 401 of the Clean Water Act grants each state the authority to
approve, condition, or deny any Federal permits that could result in a discharge to State waters.
Jurisdictional features include wetlands, open waters, ponds, lakes and perennial/intermittent
streams. Jurisdictional features are regulated by the USACE and North Carolina Department of
Environmental Quality -Division of Water Resources (NCDEQ-DWR). Permits are required prior
to impacting any jurisdictional feature. The type of permit required is specific to the type,
location and amount of impacts. Stormwater management plans and/or mitigation for proposed
impacts could be a requirement of the permit approval process.
PO Box 128, Kernersville, NC 27285
www.pilotenviro.com

Wetland Delineation
Pilot Project 2749.1
August 16, 2017
The findings and conclusions in this report are our opinions based on field conditions
encountered at the time of the site visit. Changes including, but not limited to, regulations,
weather, timber/vegetation removal and usage/development of the site or nearby properties
can alter the findings and opinions presented in this report. We recommend that this report only
be used for preliminary planning purposes. Agency verifications, followed by a survey of
jurisdictional features are required to determine the exact extent and locations of jurisdictional
features and are valid for a period of up to five years following issuance of a USACE Jurisdictional
Determination (JD) and/or NCDEQ-DWR Site Determination Letter.
Scope of Services
Pilot was contracted to perform a wetland delineation for the approximate 44.4 acre tract located
east of Castillo Road in Pfafftown, Forsyth County, North Carolina. The site is identified by the
Forsyth County Geographical Information System (GIS) as Parcel Identification Number (PIN) 5897-
42-7343. The scope of services included a delineation of jurisdictional features (streams,
wetlands and other surface waters) on the site. The site boundary was not surveyed at the time of
our field delineation.
Literature Review
We reviewed the U.S. Geological Survey (USGS) Topographic Map, the U.S. Department of
Agriculture (USDA) Soil Survey of Forsyth County, the U.S. Fish and Wildlife Service (USFWS)
National Wetland Inventory (NWI) Map and the Federal Emergency Management Agency (FEMA)
Flood Insurance Rate Map (FIRM).
• The USGS Topographic Map (Drawing 1) depicts Oil Mill Branch crossing the central portion of
the site. An unnamed tributary to Old Mill Branch is depicted along a portion of the northern
site boundary. Additionally, drainage swales that could contain surface waters or wetlands are
located on the site.
• The USDA Web Soil Survey of Forsyth County (Drawing 2) identifies the following mapping units
on the site: Clifford sandy loam (CIC), Codorus loam (CoA), Fairview fine sandy loam (FaD and
FaF), Oak Level loam (OkC), Rasalo fine sandy loam (Rab and RaC) and Tomlin loam (TmD). The
Clifford series consists of well drained, moderately permeable soils that occur on hills and
interfluves. The Codorus series consists of moderately well to somewhat poorly drained,
moderately permeable soils that occur on nearly level floodplains. The Fairview series consists
of well drained, moderately permeable soils that occur on hills, ridges and interfluves. The Oak
Level series consists of well drained, moderately slowly permeable soils that occur on low hills
and ridges. The Rasalo series consists of well drained, moderately slowly to slowly permeable
soils that occur on uplands. The Tomlin series consists of well drained, moderately permeable
soils that occur on hills and ridges. The Codorus (CoA) soil mapping unit is identified on the
2

Wetland Delineation
Pilot Project 2749.1
August 16, 2017
Forsyth County Hydric Soils List. The remaining soil mapping units are not identified on the
Forsyth County Hydric Soils List.
Pilot also reviewed the last published USDA Soil Survey of Forsyth County (Drawing 2A). The
published soil survey depicts Oil Mill Branch crossing the central portion of the site and an
unnamed tributary to Oil Mill Branch along a portion of the northern site boundary, consistent
with the USGS Topographic Map. Additionally, two unnamed tributaries to Oil Mill Branch are
depicted on the southern portion of the site.
• The USFWS NWI Map (Drawing 3) depicts a riverine feature crossing the central portion of the
site. A second riverine feature is depicted immediately northeast of the site.
• Pilot reviewed the FEMA FIRM (Drawing 4) for the site. The FEMA FIRM identifies the site as
being located in Zone X, an area of minimal flood hazard.
Field Delineation
Pilot conducted the site visit on August 15, 2017. The site contains recently timbered land and
wooded land. Ponds are not located on the site.
Several streams are located on the site. The streams have defined beds and banks, evidence of
ordinary high-water marks, meanders, substrate sorting and riffle pool complexes. Crayfish,
salamanders and minnows were observed in several of the streams. Based on our observations,
it is our opinion that the streams are perennial with the exception of streams ISAC and ISAD.
Streams ISAC and ISAD had weaker stream characteristics and contained flowing water in areas,
stagnant water in pools and areas with dry stream beds. Based on our observations, it is our
opinion that streams ISAC and ISAD are intermittent. The centerlines of the streams were marked
in the field with blue and white striped surveyor tape.
Wetlands are located on the northwestern and northeastern portions of the site, immediately
adjacent to streams on the site. The wetlands are separated from surrounding uplands by
topographic, vegetation and/or soil breaks. USACE Wetland Determination Data Forms,
supporting our opinions, are included as attachments. The wetland boundaries were marked in
the field with red and white striped surveyor tape.
Drawing 5 shows the approximate locations of the streams (including our designations),
wetlands, data point locations and our flag numbers. The locations and designations of streams
and wetlands shown on Drawing 5 are subject to change following agency verification of the
delineation.
3

Wetland Delineation
Pilot Project 2749.1
August 16, 2017
Watershed Classification
According to the NCDEQ-DWR, the site is located in the Yadkin River Basin. Oil Mill Branch and
several unnamed tributaries to Oil Mill Branch are located on the site. The NCDEQ-DWR has
classified Oil Mill Branch, and it's receiving site waters, as Class C waters.
We recommend consultation with Forsyth County to determine if the features on the site are
subject to local buffer/stormwater set -back requirements.
Agency Verification
The site has not been verified by the USACE or the NCDEQ-DWR. We understand that our flags
will be surveyed to determine the exact extent and location of jurisdictional features and
applicable surface water buffers. The delineation, including locations and designations of
features, is subject to change during agency verifications.
Closing
We appreciate the opportunity to provide our services to you. Please contact us at (336) 310-
4527 if you have questions or require additional information.
Sincerely,
Catherine L. Carston
Project Manager
/�J 7 4w.-_
Michael T. Brame, PWS
Principal
Attachments: Drawing 1— USGS Topographic Map
Drawing 2 — Web Soil Map
Drawing 2A— Published Soil Map
Drawing 3 — NWI Map
Drawing 4 — FEMA FIRM
Drawing 5 — Wetland Map
Wetland Determination Data Forms
21

M.
�rr zau;:
Drawing 1'` .
USGS Topographic Map,
Vienna, Rural Hall, Clemmons and +
Winston-Salem West NC Quadrangles `~
Scale: 1" = 2,000, P r L 0 i € N V I H 0 N M€ N T A L. I N C
LEGEND
Site Boundary
USGS Topographic Map
Approximate 44.4 Acre Tract
Castillo Road
Pfafftown, Forsyth County, NC
Pilot Project 2749.1

IA
Tm Y
Drawing 2
USDA Web Soil Survey
of Forsyth County NC
Scale: 1" = 300'
OFr
Af
a"
P 1 L 0 T E N V I A 0 N M E N T A L. N C
0
195
I
a0
Site Boundary
Web Soil Map
Approximate 44.4 Acre Tract
Castillo Road
Pfafftown, Forsyth County, NC
Pilot Project 2749.1

Drawing 2A Published Soil Map
USDA Soil Survey Approximate 44.4 Acre Tract
of Forsyth County, NC Castillo Road
Published 1976, Sheet 21 Pfafftown, Forsyth County, NC
fr', Not to Scale 0T ENVIR0NMENTAE.INC � Pilot Project 2749.1

I" .P,
AqVi6m
LEGENDIs
• - site Boundary a
' Freshwater Emergent
FreshwaterForested/shrub
- Estuarine and Marine Deepwater
,. m i. Estuarine and Marine
1 41111111% � Freshwater Pond
ti,F r Lake
Riverine
otlrer
NWI Map
Approximate 44.4 Acre Tract
Castillo Road
Pfafftown, Forsyth County, NC
Pilot Project 2749.1
Drawing 3
USFWS NWI
Wetlands Mapper �� w
Scale: 1" = 300' p 1 L 0 T E N V I R 0 N M E N T A L. I N S

1 FrFnin
P ktxlw�4
ISAC 1.15
irrvr
ISAD 1-3
Y w
Site Boundary
■ ■ ■ ■ ■ ■ Intermittent Stream
FLAG NUMBERS INFO
Perennial Stream`
I �
Wetlands WETLAND FLAGS =
r STREAM FLAGS =
LHE
Flag Number 40 / �" 11t Stream Flags = 25
Wetland Flags = 147
P-1 ® Data Point Total Flags = 172
�OCATIONS OF FEATURES SHOWN ON THIS MAP ARE PRELIMINARY AND APPROXIMATE. THEY HAVE NOT BEEN VERIFIED BY THE USACE
R THE NCDEQ-DWR. THEY HAVE NOT BEEN SURVEYED OR GEOLOCATED.
Drawing 5 Wetland Map
Satellite Imagery from ESRI 41 .,. Approximate 44.4 Acre Tract
and Pilot Field Notes Castillo Road
Scale: 1" = 300' F:L.�T Pfafftown, Forsyth County, NC
Date: 8.15.17 PILOT ENV I A0NMENTAE.I Nt Pilot Project 2749.1

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site: Castillo Road City/County: Pfafftown/Forsyth Sampling Date: 8/15/2017
Applicant/Owner: Corvus, LLC State: North Carolina Sampling Point: DP -1
Investigator(s): Pilot Section, Township, Range: N/A
Landform (hillslope, terrace, etc.) Hillslope Local relief (concave, convex, none): Concave
Slope (%): 2-5 Lat: 36.13867 Long: -80.37333 Datum: WGS 84
Soil Map Unit Name: Fairview fine sandy loam (FaF) NWI Classification: None
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
No
5UMMAKY OF FINDING5 — Attacn site map snowing sampling point locations, transects, important teatureS, etc.
Hydrophytic Vegetation Present? Yes X No
Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
Surface Soil Cracks (136)
Surface Water (Al)
True Aquatic Plants (1314)
Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
Hydrogen Sulfide Odor (Cl)
Drainage Patterns (B10)
X Saturation (A3)
Oxidized Rhizospheres on Living Roots (C3)
Moss Trim Lines (B16)
Water Marks (B1)
Presence of Reduced Iron (C4)
Dry -Season Water Table (C2)
Sediment Deposits (132)
Recent Iron Reduction in Tilled Soils (C6)
Crayfish Burrows (C8)
Drift Deposits (133)
Thin Muck Surface (C7)
Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134)
Other (Explain in Remarks)
Stunted or Stressed Plants (D1)
Iron Deposits (135)
Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (67)
Shallow Aquitard (D3)
X Water -Stained Leaves (139)
Microtopographic Relief (D4)
Aquatic Fauna (B13)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No X
Depth (inches):
Water Table Present? Yes X No
Depth (inches): 6
Wetland Hydrology Present? Yes X No
Saturation Present? Yes X No
Depth (inches): 6
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 30' )
1. Liouidambar straciflua
Sapling/Shrub Stratum (Plot size: 30' )
1. Fagus grandifolia
2.
3.
4.
5.
6.
7.
8.
9.
10.
Herb Stratum (Plot size: 30' )
1. Rosa palustris
2. Parthenocissus quinquefolia
3. Woodwardia areolata
4. Vitis rotundifolia
5.
6.
7.
8.
9.
10.
11.
12.
Woody Vine Stratum (Plot size: 30'
1. None Observed
2.
3.
4.
5.
6.
Sampling Point DP -1
Absolute
% Cover
Dominant Indicator
Species? Status
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
4
6
66
(A)
(B)
WB)
50 Y FAC
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is > 50%
3 - Prevalence Test is <_ 3.0'
20 = Total Cover
_ 4 -Morphological Adaptations' (Provide supporting
Prevalence Index worksheet:
Total % Cover of:
OBL species
FACW species
FAC species
FACU species
UPL species
Column Totals:
Multiply by:
x 1 =
X2=
X3=
X4=
X5=
(A)
(B)
50 = Total Cover
20 Y FACU
5 Y FACW
5 Y FAC
be present, unless disturbed or problematic.
Definitions of Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm)
or more in diameter at breast height (DBH),
regardless of height.
Sapling/Shrub -Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
20 = Total Cover
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
Woody vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes X No
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is > 50%
3 - Prevalence Test is <_ 3.0'
20 = Total Cover
_ 4 -Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
5 Y OBL
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
5 Y FACU
5 Y FACW
5 Y FAC
be present, unless disturbed or problematic.
Definitions of Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm)
or more in diameter at breast height (DBH),
regardless of height.
Sapling/Shrub -Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
20 = Total Cover
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
Woody vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes X No

SOIL
Sampling Point:
DP -1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' LoP Texture Remarks
0-4 10YR 4/4 100
C
4-18 2.5Y 4/2 90
7.5YR 4/6 10 C RM C
'Type: C=Concentration, D=De letion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
Histosol (Al)
Dark Surface (S7)
2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
Polyvalue Below Surface (S8) (MLRA 147, 148)
Coast Prairie Redox (A16)
Black Histic (A3)
Thin Dark Suface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19)
Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
2 cm Muck (A10) (LRR N)
Redox Dark Surface (F6)
Red Parent Material (TF2)
Depleted Below Dark Surface (A11)
Depleted Dark Surface (F7)
Very Shallow Dark Surface (TF12)
Thick Dark Surface (Al2)
Redox Depressions (F8)
Other (Explain in Remarks)
Sandy Mucky Mineral (S1) (LRR N,
Iron Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
Sandy Gleyed Matrix (s4)
Sandy Redox (S5)
Umbric Surface (F13) (MLRA 136, 122)
Piedmont Floodplain Soils (F19) (MLRA 148)
3lndicators of Hydrophytic vegetation and
wetland hydrology must be present, unless
Stripped Matrix (S6)
disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present?
Yes X No
Remarks:

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site: Castillo Road City/County: Pfafftown/Forsyth Sampling Date: 8/15/2017
Applicant/Owner: Corvus, LLC State: North Carolina Sampling Point: DP -2
Investigator(s): Pilot Section, Township, Range: N/A
Landform (hillslope, terrace, etc.) Hillslope Local relief (concave, convex, none): Concave
Slope (%): 2-5 Lat: 36.13891 Long: -80.37336 Datum: WGS 84
Soil Map Unit Name: Fairview fine sandy loam (FaD) NWI Classification: None
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
No
5UMMAKY OF FINDING5 — Attacn site map snowing sampling point locations, transects, important teatureS, etc.
Hydrophytic Vegetation Present? Yes X No
Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
Surface Soil Cracks (136)
Surface Water (Al)
True Aquatic Plants (1314)
Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
Hydrogen Sulfide Odor (Cl)
Drainage Patterns (B10)
Saturation (A3)
Oxidized Rhizospheres on Living Roots (C3)
Moss Trim Lines (B16)
Water Marks (B1)
Presence of Reduced Iron (C4)
Dry -Season Water Table (C2)
Sediment Deposits (132)
Recent Iron Reduction in Tilled Soils (C6)
Crayfish Burrows (C8)
Drift Deposits (133)
Thin Muck Surface (C7)
Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134)
Other (Explain in Remarks)
Stunted or Stressed Plants (D1)
Iron Deposits (135)
Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (67)
Shallow Aquitard (D3)
Water -Stained Leaves (139)
Microtopographic Relief (D4)
Aquatic Fauna (B13)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No X
Depth (inches):
Water Table Present? Yes No X
Depth (inches):
Wetland Hydrology Present? Yes No X
Saturation Present? Yes No X
Depth (inches):
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point DP -2
Remarks: (Include photo numbers here or on a separate sheet.)
Dominance Test worksheet:
Absolute
Dominant Indicator
Tree Stratum
(Plot size: 30' )
% Cover
Species?
Status
Number of Dominant Species
1. Acer rubrum
40
Y
FAC
That Are OBL, FACW, or FAC: 4 (A)
Total Number of Dominant
Species Across All Strata: 6 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 66.6 WB)
2. Carya glabra 20 Y FACU
3.
4
5.
6
7.
8.
Prevalence Index worksheet:
Total % Cover of: Multiply by:
60 = Total Cover
OBL species x 1 =
Sapling/Shrub Stratum
(Plot size: 30' )
FACW species X2=
1. Ligustrum sinense
10
Y
FACU
FAC species X3=
FACU species X4=
UPL species X5=
Column Totals: (A) (B)
Prevalence Index = B/A =
2.
3
4
5.
6.
7.
8•
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is > 50%
3 - Prevalence Test is <_ 3.0'
g•
10.
10 = Total Cover
Herb Stratum
(Plot size: 30' )
_ 4 -Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
1. Microstegium vimineum
70
Y
FAC
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
2. Polystichum acrostichoides 5 N FACU
3.
4
be present, unless disturbed or problematic.
5.
Definitions of Vegetation Strata:
6.
7.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm)
or more in diameter at breast height (DBH),
regardless of height.
Sapling/Shrub -Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
8.
g,
10.
11.
12.
75 = Total Cover
Herb - All herbaceous (non -woody) plants, regardless
Woody Vine Stratum
(Plot size: 30' )
of size, and woody plants less than 3.28 ft tall.
1. Smilax rotundifolia
15
Y
FAC
Woody vine - All woody vines greater than 3.28 ft in
height.
2. Vitis rotundifolia 5 Y FAC
3.
4.
5
Hydrophytic
Vegetation
Present? Yes X No
6•
20 = Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)

SOIL
Sampling Point:
DP -2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' LoP Texture Remarks
0-4 10YR 4/4 100
C
4-18 10YR 6/6 100
C
'Type: C=Concentration, D=De letion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
Histosol (Al)
Dark Surface (S7)
2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
Polyvalue Below Surface (S8) (MLRA 147, 148)
Coast Prairie Redox (A16)
Black Histic (A3)
Thin Dark Suface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19)
Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
2 cm Muck (A10) (LRR N)
Redox Dark Surface (F6)
Red Parent Material (TF2)
Depleted Below Dark Surface (A11)
Depleted Dark Surface (F7)
Very Shallow Dark Surface (TF12)
Thick Dark Surface (Al2)
Redox Depressions (F8)
Other (Explain in Remarks)
Sandy Mucky Mineral (S1) (LRR N,
Iron Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
Sandy Gleyed Matrix (s4)
Sandy Redox (S5)
Umbric Surface (F13) (MLRA 136, 122)
Piedmont Floodplain Soils (F19) (MLRA 148)
3lndicators of Hydrophytic vegetation and
wetland hydrology must be present, unless
Stripped Matrix (S6)
disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present?
Yes No X
Remarks:

LOCATION MAP
EARTHWORK NOTES
SITE DATA
PROJECT
INFORMATION
BEESOR URRTER, PH.
Not to Scale
( )
1. General: Earthwork shall include the loosening and removal, transporting, storage, backfilling, grading and all handling of natural soil, deposited soils, or rock for construction of all work on the site.
2. Stripping and stockpiling of topsoil: Strip all topsoil to its entire depth in the areas to be graded and pile in approved or designated areas before any grading or filling is begun. Soil shall be free
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
a
from clay, large stones and debris. The topsoil shall be used primarily in areas without future infrastructure installations and for final finish grading outside of the right-of-way or roadway areas.
PIN NQ.(s) 5897-42-7343.00, 5897-51-1905.00 and 5897-42-8063.00
�r
3. Excavation for structures: Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10'.
WATERSHED/NPDES PHASE II Muddy Creek; Ph II City
503 HIGH STREET, WINSTON-SALEM, INC 27101
OFFICE:[phone] FAX:[phone]
4. Removal of unsatisfactory soil materials: Excavate existing fill material
and unsatisfactory natural soil materials encountered that extend below required elevations to depth directed by the soils
DEED INFORMATION (Deed Book - Page) 3351-3482
WATER SYSTEM PROVIDER
Forsyth County/City of Winston Salem
WEB: www.beesonengineering.com
engineer. Lateral dimensions, depth and volume shall be determined by soils engineer. Payment shall not be made for materials removed if the soils engineer is not present at the time of removal.
SEWER SYSTEM PROVIDER Forsyth County/City of Winston Salem
Corp #: C-4017
5. Rock excavation: A). General rip -able excavation is any material
which can be excavated with a single -tooth ripper drawn by a crawler tractor having a draw bar pull rated as not less than 65,000
TOTAL SITE ACREAGE 47.969± Acres; 28.149± This Project
pounds (Caterpillar D8K or equivalent) or excavated by a front-end loader with a minimum bucket breakout force of 30,000 pounds (Caterpillar 973 or equivalent). B). Trench rip -able excavation is
TOTAL DISTURBED/CONSTRUCTION 18.00± Acres
ELECTRICAL PROVIDER Duke Energy
any material which can be excavated with a backhoe having a bucket curling force rated at not less than 42,000 pounds (Caterpillar 325BL or equivalent). C). Non-Ripable excavation is where
ZONING CLASSIFICATION RS -9; Subdivision Site Plan #2017059 Approved July 13, 2017
GAS PROVIDER
Piedmont Natural Gas
SEAL: ``````��annnwnu,p,����
C
explosives are used, work shall be done by small charges licensed and bonded contractors in strict accordance with all regulations governing this work. Blasting will not be permitted without special
None Re
LANDSCAPE BUFFERS quired
�`�� (N A. R O
��
�i �''%
Mt. Salem Rd o
authorization of the owner, the engineer, and local authorities. The contractor shall be responsible for any damage or injury to any persons, property, or structures as a result of his blasting
EXISTING IMPERVIOUS None
��'� �' .•''E S�s i '• �
: O : F O
operations. Payment will be made for rock excavation in an amount per cubic yard indicated on the bid form._
PROPOSED IMPERVIOUS N/A; Less than 2 lots per acre (Low Density Development)
CONTACTS
;'�° �'• y
Patty Ln. 9 0
6. Proof -rolling: Following the stripping and necessary undercutting,
the exposed subgrade shall be proof -rolled under the observation of the soils engineer before new fill is placed or after cuts are
None
`.
O
made to evaluate the subgrade stability. The proof -rolling evaluation
shall be performed using a heavily loaded dump truck or similar pneumatic -tired vehicle with a minimum loaded weight of
OPEN SPACE REQUIRED
=_ 038574
�. m
50,000Ibs. The soils engineer will provide recommendations for treatment if unstable soils are observed during the proof -rolling operations.
OPEN SPACE PROVIDED 1.22± Acres
_
8/15/2017
q
s fl-
7. subgrade maintenance: Water from storm runoff shall be controlled during earthwork and construction activities by intercepting and draining the runoff away from the site to prevent water from
DENSITY UNITS/ACRE ALLOW/ACTUAL 4.8 Allowed / 1.99 Actual (56 Units/Lots)
( )
OWNER/APPLICANT
CORNUS, LLC
'• .:
••. NG I N E�,.•'������'
Q
ponding on or saturating the soils within the excavations or on final
grades.
PARKING REGULATION 2 Spaces/Home
e
OCG dew
8. Fill material: The general contractor shall furnish all fill required to bring the grades to level as shown on the drawings. Fill material shall be compacted by an approved method to the requirements
REQUIRED PARKING 2 Spaces/Home
OWNER S REPRESENTATIVE
Robert Weidl
�,�� T . C P
�����""""'�����"```
listed in note #6. In no case shall fill contain trash, demolition debris, oversized material (>3"), or organic material of any kind. In addition, high plasticity silt and clay (plasticity index>30) shall only
2 Spaces/Home
PROVIDED PARKING p
OWNER'S ADDRESS
2255 Lewisville Clemmons Rd,
�0r 'Qo
be used as common fill. No fill shall be placed until the soil has been checked by a laboratory and approved by the soils engineer. The moisture in the soil shall not vary more than 3% above or 3%
Suite C
O� Dartmoor St
below the optimum when it is being installed in the fill.
Clemmons, NC 27012
��
9. Installation of fill: All fill shall be formed of approved material placed in successive layers of not more than 8" in depth. Each successive lift shall be thoroughly compacted with approved mechanical
El Preliminary - Do Not Use for Construction
�
tampers to the required density and tested i and approved by the soils engineer prior to placement of the next layer. All fill shall be at optimum moisture content when compacted as follows in
OWNER'S PHONE
336-577-7775
o Mercia Ct
accordance with ASTM D698:
OWNER'S EMAIL
Email: [e-mail]
h�
X Final Drawing - For Review Purposes Only
Structural Areas Top 12" 100%
El Approved and Released for Construction on:
SITE Wessex Rd.
(Building Pads) Remainder 95%
PROJECT CONTRACTOR
Ramey Inc.
�a
Common All Depths 92%
CONTRACTOR'S REPRESENTATIVE
Pete Ramey
Gaya
SPECIAL PROJECT NOTES
CONTRACTORS ADDRESS 5121 NCauseway Rd
Streets and Drives Top 24" 98%
Winston-Salem, NC 27106
Or'
Remainder 95%
PROPOSED SEWER FLOW (BASED ON 15A NCAC 02T.01 14)
CONTRACTOR'S PHONE [phone]
A-,
gptceW °od
The Owner shall furnish and pay for all fill testing.
QTY T D
CONTRACTOR REP'S EMAIL [e-mail]
56 4 Bedroom Residential 480
TOTAL PROPOSED SEWER FLOW 26,880 GPD
CIVIL ENGINEER
Beeson & Carter, P.A.
CIVIL ENGINEER NC
FIRM LICENSE C-4017
ENGINEER
Alex Carter, PE
E
CITY OF WINSTON SALEM CONSTRUCTION NOTES
GENERAL ENGINEERS NOTES
ENGINEER NC LICENSE 038574
General:
1. Benchmark locations and elevations will be verified by the contractor prior to beginning construction.
CIVIL ENGINEER ADDRESS 503 High Street
CIVIL ENGINEER PHONE [phone]
O
1.
Contractor is responsible for locating all existing utilities prior to start of construction.
2. All work to be done in strict accordance with City/County Rules, Laws and Ordinances, or NCDOT, or NCDEMLR rules and requirements when specifications are in conflict, the stricter specification shall be held.
2.
All erosion control devices shall be constructed and maintained in accordance with the most current standards of the Land Quality Section of the NCDENR.
3. Existing utilities are shown in their approximate location only. any damage done to existing utilities (shown or not shown not this plan) shall be the responsibility of the contractor. The contractor shall verify the location of all shown
ENGINEER MOBILE
336-345-4964
3.
4.
Stabilization stone under piping to be laced as required b Cit Inspector when conditions warrant.
p p g p q y y p
As a minimum requirement, all graded areas not under pavement and within the right-of-way and/or easements shall be prepared, fertilized and limed, seeded, and mulched
or not shown utilities prior to construction. To insure proper location of the utilities, the contractor shall contact NC One
Call at 1-800-632-4949, at least 48 -hours prior to construction. Non -subscribers or private locations shall be
ENGINEER EMAIL
[e-mail]
a)
immediately upon completion of construction as follows (Application rate PER 1,000 SQUARE FEET):
contacted directly.
4. The barricades, lights, to the the times.
MUNICIPALITY
City Winston Salem
0%
Type I Seeding (Lawns or other focal areas)
contractor shall provide appropriate warning and warning signs ensure safety of public
at all
of
100 lbs. of lime
5. The Engineer has made no examination to determine whether any hazardous or toxic materials are present or contained in, under, or on the subject property or its waters, or if any hazardous or toxic materials have contaminated
�I 1
20 lbs. of 10-20-20 or 20 lbs. of 10-10-10 in combination with 4 lbs of 0-46-0
5 lbs. of tall fescue, containing a blend of 2 or more tall fescues
this or other properties or its waters in any way whatsoever. No subsurface examination of any type has been made by the Engineer and accordingly, no opinion is expressed or inferred. Further, no opinion is rendered as to any
violation of an environmental laws or regulations, either federal, state, or local related to the information shown on this plan and the engineer is in no way liable for any violation of such environmental laws should they exist.
PLANNING
Aaron King
W
PHONE
336-747-7068
z Q
1 Ib. of Kenblue or Kentucky Bluegrass
6. The contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of
construction of this project, including safety of all persons and property, that this requirement shall apply
1 Ib. of winter annual rye (November 1 to March 1)
continuously and not be limited to normal hours, and that the contractor shall defend, indemnify and hold the city/county, the owner's representative and the engineers harmless from any and all liability, real or alleged in connection
EMAIL
[e-mail]
Type II Seeding (General or low maintenance areas)
with the performance of work on this project, excepting for liability arising from the sole negligence of the city/county,the owner's representative or the engineer.
P p J P 9 Y 9 P 9
O ^
100 lbs. of lime
15 lbs. lbs. 10-10-10 3 lbs. 0-46-0
7. Contractor shall verify property lines, building dimensions, and all other site conditions prior to construction. any significant
variations shall be reported to the engineer immediately.
NCDOT
Wright Archer, PE / Jeff Moncus
or of 2 combination with of
8. Beeson & Carter, P.A. hereby reserves its common law copyright and other property rights in these plans and designs in
any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining
PHONE
336-747-7900
nt
4 lbs. of tall fescue, containing a blend of 2 or more tall fescues
f t 11 fescue
1 Ib. of sericea February August 15 to les edeza use unscarified seed Au 1
p ( g Y )
expressed written permission from Beeson & Carter, P.A.
EMAIL
[e-mail]
'/ Ib. of German millet (May 1 to August 15)
9. Written dimensions on these drawings shall have precedence over scaled dimensions on the job and Beeson & Carter,
these drawings.
P.A. shall be notified in writing of any variations from the dimensions, conditions, and specifications shown by
1 Ib. of rye grain (prior to May 1 or after August 15)
Seeding mixtures other than those listed above must be approved by the City Inspector to seeding.
STORMWATER
Annette Lucas, PE
/�
CO
prior
W
5.
Prior to requesting a final inspection, the Owner must submit Record Drawings and Engineer's Certification to the Engineering Division's Record Center. The Owner must also
PHONE
919-807-6381
UJ -0
6.
submit the construction checklist to the City Inspector.
All work must carry a one-year warranty to cover all defects in materials and workmanship.
UTILITY CONNECTIONS
EMAIL
[e-mail]
U)
7.
Prior to beginning any work within NCDOT right-of-way, the Contractor must have a copy of the three -party encroachment agreement on the job site.
Water and/or Sanitary Sewer:
U) -
8.
Prior to beginning any work, the contractor must notify the Engineering Field Office (727-2362) to arrange for construction inspection.
1. The most current edition of The City of Winston-Salem Technical Specifications and Detail Drawings for Water Line and Sanitary Sewer Line Construction will govern all water and sanitary sewer construction.
EROSION CONTROL
Matthew Osborne
Water
and/or Sanitary Sewer:
2. Acceptable working conditions of sanitary sewer structures and piping shall be verified by the contractor and all conditions found to be unacceptable shall be reported to Utilities Construction and Maintenance at 336-727-8000,
PHONE
336-747-7453
.,
1. The most current edition of the The City of Winston-Salem Technical Specifications and Detail Drawings for Water Line and Sanitary Sewer Line Construction, Dated April 2017
prior to any connections, extensions, or structures being installed. The Contractor shall be responsible for cleanup and repair of unacceptable conditions that result from failure to report such conditions prior to commencing work
or that result from work being
EMAIL
[e-mail]
O
performed.
4_0will
2.
govern all water and sanitary sewer construction.
Water and sewer connections shall be beside each other at the center of each lot. Connections are to be spaced not more than 30" center to center and have wooden stakesWATER
3. Sanitary Sewer connections shall be service weight cast iron soil pipe with 4 -inch cleanouts and shall meet City of Winston-Salem specifications.
4. Proposed public or private hydrants installed or relocated shall meet or exceed City of Winston-Salem's specifications and detail C-40 to include hydrant tee, valve, and Winston-Salem threads. Private hydrants shall be equipped
& SEWER UTILITIES Jack Fitzgerald, PE
w
3.
placed on each side. Stakes should be flagged or painted for visibility.
Density tests by an independent testing lab are to be made as directed by the City Inspector at the Owner's expense.
with a double check detector assembly and shall be painted red.
5. Density tests by an independent testing lab are to be made as directed by the City Inspector at the Owner's expense.
PHONE
EMAIL
336-747-7309
[e-mail]
UJ
Roadway:
1. The most current editions of The North Carolina Department of Transportation Standard Specifications for Roads and Structures and The North Carolina Department of
-
Transportation Roadway Standard Drawings will govern all roadway construction unless otherwise specified herein.
2.
All storm sewer pipe shall be reinforced concrete pipe (RCP) (15" min. diameter) unless otherwise noted. RCP shall be minimum Class III and joints must have O -rings or
flexible joint material. Metal pipe shall be corrugated aluminum pipe (CAP). CAP must have Hugger band connectors with flat gaskets. AASHTO M197 and/or ASTM B744 must
be clearly marked on all CAP.
3.
All drainage structures must meet NCDOT standards. Solid wall, precast concrete structures conforming to NCDOT 840.45 are acceptable (no waffle walls). All pipe openings
in precast structures must be cast or cored. Catch basins for curb and gutter must conform to NCDOT 840.01 or 840.02 and NCDOT 840.03. NCDOT approved precast
LINE AND SYMBOL LEGEND
UJ U.
concrete manholes are accepted as substitutes for catch basins.
4.
Frames, grates and hoods shall be manufactured by one of the following:
(A) East Jordan Iron Works, Inc. - Catalog Numbers V-4066-1 (E Grate); V-4066-3 (F Grate); V-4066-4 (G Grate)
w w w Public Water Line •
Pt. Calculated Point (As Shown) I I Tee; Waterline Tee
SHEET LIST
(B) U.S. Foundry & Manufacturing Corp. - Catalog Numbers 5181 - 6420 (E Grate); 5181-6425 (F Grate); 5181-6430 (G Grate)
ss»ss»ss» Public SanitarySewer Line
0
IPS Iron Pin Set (3/4" conduit) Cross; Waterline Cross
The number 840.03 and the name of the manufacturer must be permanently cast on the frame and on the grate.
uE uE uE Underground Power Line
_
IP / IR Existing Iron Pin/Rebar As Shown T PIU Waterline Plug
( )
5.
Double catch basins shall be two separate basins with RCP between the basins. The RCP shall be greater than ore equal to the size of the outlet pipe.
p g q p p
OE OE OE Overhead Power Line
g g, g
Sheet Number
Sheet Title
6.
If a driveway location conflicts with a catch basin, the following frame and grate shall be used:
East Jordan Iron Works, Inc. Catalog Number V-4510
GAS GAS GAS GAS Underground Gas Line
g O
PKF; PK Nail Found LP' Utility Light Pole
-
CS
Cover Sheet
7.
All subgrade under paved areas, curb and gutter, sidewalk, and roadway shoulders shall be compacted to at least 95% of the maximum dry density as determined by AASHTO
PH PH PH Underground Phone Line
Stone (Found) 0 Well; Existing Water Well
T99 and the NCDOT. The final 12" of subgrade shall be compacted to 100%. Density tests by an independent testing lab are to be made as directed by the City Inspector at the
Owner's expense. The subgrade shall be rolled (min. 25 tons) and witnessed by the Inspector to of stone or asphalt base. The roll shall a
0 Fence
NCGS NCDOT Monument/Disc WCR Wheel Chair Ramp
C-1.0
Existing Conditions
proof prior placement proof provide
DL» DL- DL- Ditchline
or
C-1.1
Proposed Site Plan
p
non -yielding surfacerutting, saturated soil, etc. are unacceptable).
y g (pumping, g p ) .
IS Inside
8.
All stone base shall be compacted to 100% (± 1.5%) of the maximum dry density as determined by AASHTO T180 and the NCDOT. The unit weight and optimum moisture_WL-WL-WL
Wetlands Boundary UP/PP; Utility Pole / Power Pole
C-1.1 UT
Utilities Site Plan
content will be the latest numbers on file at the quarry from which the ABC stone is obtained. On-site tests (at Owner's expense) may be required to verify the unit weight and
Buffer Buffer Buffer Stream or Creek Buffer
LP; Decorative Li OS Outside
ecoraLight Pole
moisture numbers. Stone from different quarries shall not be mixed. Density will be tested with a nuclear density gauge by the City Inspector. The Inspector's results are final.
C-2.0
Site Alignment Data
Moisture content (as tested by the Inspector) must be no more than 1/2 of the optimum moisture content prior to paving. The stone base shall also be proof rolled (min. 25 tons)
100 100 10o FEMA 1 %Annual Chance Flood (100 Yr)
RW Retaining Wall
GW; Guy Wire g
C-2.1
Mercia-Caradco 0+00 - 9+50 Plan & Profile
and witnessed b the Inspector prior to paving. The roof roll shall provide a non -yielding surface(pumping,ruttin saturated stone, etc. are unacceptable.)
Y p P P 9� p p Y 9 9� P )
500 500 50o FEMA 0.2%Annual Chance Flood (500 Yr)
CLIENT /PREPARED FOR:
9.
The Roadway Inspector reserves the right to test asphalt by core sampling or by nuclear methods at the Owner's expense.
FW FW FW- FEMA Floodway
FH; Fire Hydrant CBU Cluster Box Unit (Mail)
C-2.2
Mercia-Caradco 9+50 - End Plan & Profile
10.
11.
Tack coat to be applied to all existing asphalt surfaces prior to placing new asphalt.
Final lift of asphalt to match gutter (maximum 1/4" above gutter). Asphalt below gutter is unacceptable.
wv
- - - - - - - - Approximate Location Stream or Creek N
WV; Water Valve
C-2.3
Monarch Way Plan & Profile
CORVUS, LLC
12.
13.
Sub -drains to be constructed as required by Inspector to stabilize the subgrade. Method to be determined by Owner's testing lab or Owner's Engineer.Temporary
T°» T°» T°» Diversion GV
�
GV; Gas Valve
C-2.4
Sewer Outfall Plan & Profile
C/O Robert Weidl
Existing curb and gutter and pavement to be replaced or repaired as required to tie to sound material.
��m,� Construction Limits
�
2255 Lewisville Clemmons Rd, Suite C
14.
Wheelchair ramps are required for standard curb and gutter intersections and at locations shown on the construction drawings. Each ramp shall have a 24"x 48" area of
RCP; Rigid Concrete Pipe
C-2.5
Street Drainage Cross Sections
Clemmons, NC 27012
detectable warning domes. This area shall be a one piece panel (no concrete blocks or stamped concrete). Cast -in-place composite panels shall be ADA Solutions, Armor -Tile,
D D D_ Drainage Limits
Ofc. No.: 336-577-7775
or approved equal. Color shall be black. Painting of the products will not be allowed. See NCDOT Standard Drawings 848 for ramp construction details.
SF SF SF Silt Fence CC
Control Corner
C-2.6
Water & Sewer Connections
15.
Guardrail to be installed (per NCDOT Standard Drawings) as required by City Inspector and at locations shown on the construction drawings. Reflective end of road
Finished Ground
C-2.7
Pipe Schedule & Takeoffs
Email: [e-mail]
markers shall be installed (per NCDOT 1264) behind guardrail at turnarounds and dead end streets.
FG FG FG FG
FG Flush with ground
16.
All expansion joints for concrete to be sealed with silicone or polyurethane per NCDOT specifications. Hot applied joint sealer shall not be used. Color must be gray or
EG EG EG Existing Ground
AG
AG x.xx Above ground (Distance in ft.)
C-2.8
Street Details
a color that matches the concrete (not black).
Lt Lt Lt ExistingGround Left Offset
C-2.9
Street Details
DATE: 06.15.2017
17.
Sidewalks shall be installed in the thicknesses as follows:
Rt Rt Rt Existing Ground Right Offset UG
UG x.xx Underground (Distance in ft.)
DRAWN BY: TBC /ATC
a. Residential: 4" thick
6" thick from PC to PT at intersections including HCR.
Hedgerow
SMH; Sanitary Sewer Manhole
C-2.10
Water Details
JOB NO.: 17-201
6" thick across all driveways
Stone Wall
C-3.0
Overall EC Plan
b. Commercial: 6" thick
Treeline 0
Electrical Pedestal
C-3.1
EC Plan Phase 1 - Caradco
REVISIONS:
c. Industrial: 6" thick
8" thick across all driveways
------------------------ Proposed Topo Minor
Wetlands
C-3.2
EC Plan Phase 1 - Mercia
18.
All concrete shall be a minimum of Class A (3000 psi). Class B (2500 psi) shall not be used.,
Proposed Topo Major VD
Specimen Tree (symbols vary)
C-3.3
EC Plan - Phase 2 & 3
07.18.2017 Added sheets to sheet list
Roadway &Utilities Final Inspection Procedure:
Existing Topo Minor
® ©
Existing
sting Topo Major
Tel Ped; Telephone Pedestal
C-3.4
EC Details
1.
Owner puts down 2" asphalt and raises structures to final grade (including concrete collars 1" below final grade). Asphalt is to be placed around structures to prevent damage.
®
Boundary Or Property Line ® Electrical Transformer Box
C-3.5
EC Details
2.
Owner submits Record Drawings and Engineer's Certification to the Engineering Division's Record Center.
3.
Upon approval by the Record Center, Owner may request final inspection for water and/or sanitary sewer. Owner shall then submit the construction checklist for water and/or
- - - - - - - - - - - - - - Easement Line O
WM; Water Meter
C-3.6
EC Details
4.
sanitary sewer to the City Inspector.
After placement of the final asphalt, the Owner may request final inspection for the roadway. Owner must also submit the construction checklist for roadway to the NCDOT
Adjacent Property Line O
- - - - - - - - - - - - - - Proposed Storm Sewer Line
CO; Cleanout
C-4.0
Stream Crossing Overall Plan
Inspector.
- - - - Proposed Centerline 0
CB; Catch Basin
C-4.1
Stream Crossing Details
SHEET TITLE:
- - - - - - - - Proposed Right of Way Line
D or S; Drainage or Storm MH
COVER SHEET
MBL Minimum Building Line/Setbacks
BM; Elevation Benchmark
© Beeson & Carter, P.A.
SHEET NO:
C S

\ 2°A \ /
46/c
f /+51.60 - - - - -
\ Armour upstream and downstream embankments /
with 2' thick of Class 1 and Class B Riprap; no
\ stone shall be placed in the stream bed.
\ -
\ �� --A\
_T
See Details below for impervious dike and
pump around operations. At completion of
pumping operations stream bed shall be
restored to natural conditions. No stone or / s a Q87%-
construction materials shall be left in stream. / / o f,36,
P
1
812 / -\
1 /
r / �
'aye Sanitary Sewer Crossing; No riprap shall
be placed in stream. Restore stream
bed to natural elevation with same /
materials excavated from stream bed.
1
\ � SMH 14/
/
\ Cep �O
840
830
820
810
800
790
PLAN & PROFILE FOR STREAM CROSSING S1. SEE SHT C-2.2 FOR SANITARY SEWER CROSSING S3 PROFILE
7+51.60
Armour Upstream and Downstream
embankments with 2' thick of Class 1 and Class B
riprap; No rock shall be placed in the streambed
Existing Stream Bed Elevation; Pipe
to be Set 6" below Existing Bed Level.
Notify Engineer to address unsuitable
soils or rock below pipe area.
-- Roadway and Shoulders
- - - - - - - - - - - - - - - - - - - - - - -
Inv: 804.60' Inv: 805.10
8" DI Sewer CROSSING S1 - Pipe 4
1 6" DI Water
61.81-F of 36" RCP @ 0.81 %
-40 -30 -20 -10 0 10
Offset
20 30 40
01441144
of 8AI @ 0.75%
0
X
Armour upstream and downstream embankments oo \\ \ \
See Details below for impervious dike and pump around
operations. At completion of pumping operations
stream bed shall be restored to natural conditions. No
stone or construction materials shall be left in stream.
USE PUMP AROUND ONLY IF NEEDED FOR THIS
INSTALLATION. The stream is intermittent and
installation may be achieved during no flow conditions.
with 2 thick of Class 1 and Class B Rlprap, no -\ x
stone shall be placed in the stream bed. /
i
I I 1 �v 11
I
I I I C1. 1
I / I \ 1
I
I I CB1 \
IMPORTANT NOTES:
1. Pipe shall be Class III RCP.
840 2. Install per manufactures specifications. Pipe shall be bedded on a firm foundation of
soils. Notify Engineer to address unsuitable soils or rock below pipe area.
3. Soils around pipe shall be hand compacted in 6" lifts until filled to top of pipe. Lifts
shall be no more than 1' and well compacted above pipe. See cover sheet for
details on soil compaction standards.
830 4. Use impervious weir and pump around per details below during pipe installation.
5. A 2" semi trash pump rated at 8000 GPH or higher shall be the minimum used for
pump around operations.
820
810
800
790
PLAN VIEW
C
Gj0
/
/
/
24 15" 1.00% _- \\ \ / /
\\ �2
12.3'of 15" RCP @ 1.41%-'\ \
00 \ 6 / a /
TOO
1 oti ap O 1
< "1144
PLAN & PROFILE FOR STREAM CROSSING S2. SEE SHT C-2.4 FOR SANITARY SEWER CROSSING S4 PROFILE
830
820
810
800
790
780 -�-
-40
Armour Upstream and Downstream
embankments with 2' thick of Class 1 and Class B
riprap; No rock shall be placed in the streambed
Existing Stream Bed Elevation; Pipe
to be Set 6" below Existing Bed Level.
Notify Engineer to address unsuitable
soils or rock below pipe area.
/- Roadway and Shoulders
Inv: 800.30'
CROSSING S2 - Pipe #1
53.31LF of 36" RCP @ 1.17%
- EG
Inv: 800.92'
-6" DI Water -
-30 -20 -10 0 10 20 30
Offset
830
820
810
800
790
-f- 780
40
oo
lt��_BIEEQQQ BCARTER, PR.
�IljrCIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL:
038574
�/16/2W
,�����cx• T.. C•P�(```0
❑ Preliminary - Do Not Use for Construction
X Final Drawing - For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
approved
W
dewatering device
PUMP -AROUND DETAILS
5.
Upon installation of all sediment control measures and approval b the erosion control
p pp y
stream
diversion pumps
TEMPORARY IN -STREAM CONSTRUCTION MEASURES
O
inspector, the contractor should begin work at the upstream section and proceed
O
r1/
downstream. The sequence of construction must be followed unless the contractor gets
discharge hoses
DESCRIPTION
�
written approval for deviations from the Engineer or DENR-DWR. The contractor shall only
P intake
The work should consist of installing a temporary pump around and supporting measures to
begin work in an area which can be completed by the end of the day including grading
� � P dewatering pump hose
divert flow around in -stream construction sites.
-0UJ
adjacent to the channel. At the end of each work day, the work area must be stabilized and
CV
the pump around removed from the channel. Work shall not be conducted in the channel
A A
CONSTRUCTION SEQUENCE
during rain events.
_.= flow ( intake hose ( , flow
rn
6.
Sandbag dikes should be situated at the upstream and downstream ends of the work area
1. Construction activities including the installation of erosion and sediment control measures
as shown on the plans, and stream flow should be pumped around the work area. The
sediment dike clean water dike sump -hole
should not begin until a pre -construction meeting is held with the erosion inspector. All
�
pump should discharge onto a stable velocity dissipater made of riprap or sandbags.
pool
existing utilities shall be marked in the field prior to construction. The contractor is
7.
Water from the work area should be pumped to a sediment filtering measure such as awork
0�
area
(12" to 18" deep
2' dia.)
responsible for an damage to existing utilities that may result from construction and
p Y g 9 Y
dewatering basin sediment ba or other approved source. The measure should be
g � bag, pp
pumps should discharge length hichnotexceed
onto a stable velocity that which can be
should repair the damage at his/her own expense.
located such that the water drains back into the channel below the downstream sandbag
dissipator made of rip rap completed in one day
2. The contractor should notify the Division of Water Resources at least 5 days before
dike.
or sandbags
beginning construction.
8.
Traversing a channel reach with equipment within the work area where no work is
Clemmons, NC 27012
3. The contractor should conduct a pre -construction meeting on site with the erosion control
proposed shall be avoided. If equipment has to traverse such a reach for access to
Ofc. No.: 336-577-7775
inspector, the project manager, and the engineer to review limits of disturbance, erosion
Email: [e-mail]
another area, then timber mats or similar measures shall be used to minimize disturbance
SECTION A -A
and sediment control requirements, and the sequence of construction. The contractor shall
to the channel. Temporary stream crossings shall not be be used without proir approval of
stake out all limits of disturbance prior to the pre -construction meeting so they may be
the Engineer or DWR.im`
pervious Sheeting
reviewed. The participants will also designate the contractor's staging areas and flag all
9.
The contractor is responsible for providing access to and maintaining all erosion and
trees within the limit of disturbance which will be removed for construction access.
sediment control devices until the sediment control roves inspector a their removal.
p pp
_
work area
base flow + 1 foot
(2 foot minimum)
4. Construction shall not begin until all sediment and erosion control measures have been
10.
After construction, all disturbed areas shall be regraded and revegetated as per the
installed and approved by the erosion control inspector. The contractor shall stay within the
erosion control plan details.
limits of the disturbance as shown on the plans and minimize disturbance within the work
cross section of sandbag dike
area whenever possible.
PLAN & PROFILE FOR STREAM CROSSING S2. SEE SHT C-2.4 FOR SANITARY SEWER CROSSING S4 PROFILE
830
820
810
800
790
780 -�-
-40
Armour Upstream and Downstream
embankments with 2' thick of Class 1 and Class B
riprap; No rock shall be placed in the streambed
Existing Stream Bed Elevation; Pipe
to be Set 6" below Existing Bed Level.
Notify Engineer to address unsuitable
soils or rock below pipe area.
/- Roadway and Shoulders
Inv: 800.30'
CROSSING S2 - Pipe #1
53.31LF of 36" RCP @ 1.17%
- EG
Inv: 800.92'
-6" DI Water -
-30 -20 -10 0 10 20 30
Offset
830
820
810
800
790
-f- 780
40
oo
lt��_BIEEQQQ BCARTER, PR.
�IljrCIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL:
038574
�/16/2W
,�����cx• T.. C•P�(```0
❑ Preliminary - Do Not Use for Construction
X Final Drawing - For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
al
S
NC Grid - NAD83 (2011)
DATE: 07.18.2017
DRAWN BY: TBC / ATC
JOB NO.: 17-201
REVISIONS:
SCALE H&V: 1" = 10'
E
5 0 2.5 5 10 20
SHEET TITLE:
STREAM CROSSING DETAILS
© Beeson & Carter, P.A.
SHEET NO:
C-4. 1
W
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CORVUS, LLC
C/O Robert Weidl
2255 Lewisville Clemmons Rd,
Suite
C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
N
al
S
NC Grid - NAD83 (2011)
DATE: 07.18.2017
DRAWN BY: TBC / ATC
JOB NO.: 17-201
REVISIONS:
SCALE H&V: 1" = 10'
E
5 0 2.5 5 10 20
SHEET TITLE:
STREAM CROSSING DETAILS
© Beeson & Carter, P.A.
SHEET NO:
C-4. 1

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62.62 ±ACRES - \\ /J/ I \ - / ' / I / / / \ \ Lat:N36.13905
g� Lon W80.36857
\\ 1
-
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/ CROSSING #S4
/ \ \ Lat:N36.13845
Lon W8 1.36797
II\► I\ IIII \\`\ I I/I I Il L /- (-)
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13759
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\ \ / / \ aR�e o ) P` \\ \ Lon W80.36998 \ = // 1 ✓ / // // // \ ( /\�/ / j =_ J it \ _\ \
\ \ / \ I / // / // ��I \•�I( ,J SII // \ 111
CROSSING #S1
Lat:N36.13756 //// /%
ORE \
LAKE \ � f\ \ \ \ � I / � //
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1 \ _ _ - DRI / // / Long:W80.36984 / //// /�_ `\\� (� r
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Culvert Report J Culvert Report Culvert Report j /� - _ ° / - / I l` It
100 Yr, 24 hr Storm Event 50 Yr, 24 hr Storm Event 10 Yr, 24 hr Storm Event / / / J r _ _
lk
\ i = _ \
SAGE CREEK CROSSING #S1 SAGE CREEK CROSSING #S1 SAGE CREEK CROSSING #S1 / /,- ) W
Invert Elev Dn (ft) = 804.60 Calculations Invert Elev Dn (ft) = 804.60 Calculations Invert Elev Dn (ft) = 804.60 Calculations
Pipe Length (ft)
= 61.80
Qmin (cfs)
= 113.90
Slope (%D)
Pipe Length (ft)
= 61.80
Qmin (cfs)
= 113.90
Slope (%D)
= 0.81
Qmax (cfs)
= 142.00
= 36.0
Slope (%D)
= 0.81
Qmax (cfs)
= 142.00
Invert Elev Up (ft)
= 805.10
Tailwater Elev (ft)
= 0
Qtotal (cfs)
Invert Elev Up (ft)
= 805.10
Tailwater Elev (ft)
= 0
Rise (in)
= 36.0
= 0.012
Qovertop (cfs)
= 0.00
Rise (in)
= 36.0
Veloc Dn (ft/s)
= 8.54
Shape
= Cir
Highlighted
= 6.82
Qpipe (cfs)
Shape
= Cir
Highlighted
Embankment
Span (in)
= 36.0
Qtotal (cfs)
= 141.90
= 811.60
Span (in)
= 36.0
Qtotal (cfs)
= 113.90
No. Barrels
= 2
Qpipe (cfs)
= 141.90
Flow Regime
No. Barrels
= 2
Qpipe (cfs)
= 113.90
n -Value
= 0.012
Qovertop (cfs)
= 0.00
= 38.00
n -Value
= 0.012
Qovertop (cfs)
= 0.00
Inlet Edge
= 0
Veloc Dn (ft/s)
= 10.25
70 75
R (11
Inlet Edge
= 0
Veloc Dn (ft/s)
= 8.44
Coeff. K,M,c,Y,k
= 0.0045, 2, 0.0317, 0.69, 0.5
Veloc Up (ft/s)
= 10.17
Coeff. K,M,c,Y,k
= 0.0045, 2, 0.0317, 0.69, 0.5
Veloc Up (ft/s)
= 9.20
W 55 N 65
-1.92
70 75
S (fl)
HGL Dn (ft)
= 807.44
HGL Dn (ft)
= 807.33
Embankment
HGL Up (ft)
= 807.98
Embankment
HGL Up (ft)
= 807.55
Top Elevation (ft)
= 811.60
Hw Elev (ft)
= 810.35
Top Elevation (ft)
= 811.60
Hw Elev (ft)
= 809.22
Top Width (ft)
= 38.00
Hw/D (ft)
= 1.75
Top Width (ft)
= 38.00
Hw/D (ft)
= 1.37
Crest Width (ft)
= 25.00
Flow Regime
= Inlet Control
Crest Width (ft)
= 25.00
Flow Regime
= Inlet Control
El- (1)
812.W
W1 00
B10 W
W9. W
NO
eo7m
W.W
.500
8.00
W3. W
SAGE CREEK CROSSING #2
...'M (n)
Gr Cuhal HGL Embank
6.W
3.W
2.W
5W
o +o
1.10
-2.10
N.. (n)
SAGE CREEK CROSSING #2 H• Depbl (n)
695W -0.to
ao6.00 - -1.10
W3 00 5.10
0 5 10 15 20 25 A 35 60 65 50 55 60 65 70 75 W 85
Gr,l HGL Embank R (n)
Pipe Length (ft)
= 61.80
Qmin (cfs)
= 58.80
Slope (%D)
= 0.81
Qmax (cfs)
= 142.00
Invert Elev Up (ft)
= 805.10
Tailwater Elev (ft)
= 0
Rise (in)
= 36.0
Pipe Length (ft)
= 53.30
Shape
= Cir
Highlighted
= 1.16
Span (in)
= 36.0
Qtotal (cfs)
= 58.80
No. Barrels
= 2
Qpipe (cfs)
= 58.80
n -Value
= 0.012
Qovertop (cfs)
= 0.00
Inlet Edge
= 0
Veloc Dn (ft/s)
= 8.54
Coeff. K,M,c,Y,k
= 0.0045, 2, 0.0317, 0.69, 0.5
Veloc Up (ft/s)
= 6.82
Qpipe (cfs)
= 139.00
HGL Dn (ft)
= 806.07
Embankment
= 0.00
HGL Up (ft)
= 806.86
Top Elevation (ft)
= 811.60
Hw Elev (ft)
= 807.66
Top Width (ft)
= 38.00
Hw/D (ft)
= 0.85
Crest Width (ft)
= 25.00
Flow Regime
= Inlet Control
Ele. (n) SAGE CREEK CROSSING 02 H Depth (n)
",OS. W `0 IQ
806.00 -1.10
W3.W _ 5.10
0 5 10 15 20 25 30 35 60 A5 W 55 W W 70 75 W 65
pr Culvert HGL - Embank R (n)
Culvert Report
SAGE CREEK CROSSING #S2
100 Yr, 24 hr Storm Event
O
Invert Elev Dn (ft)
SAGE CREEK CROSSING #S2
Calculations
Invert Elev on (ft)
= 800.30
Calculations
= 116.00
Pipe Length (ft)
= 53.30
Qmin (cfs)
= 116.00
Slope (%D)
= 1.16
Qmax (cfs)
= 139.10
Invert Elev Up (ft)
= 800.92
Tailwater Elev (ft)
= 0
Rise (in)
= 36.0
Highlighted
Qtotal (cfs)
Shape
= Cir
Highlighted
= 116.00
Span (in)
= 36.0
Qtotal (cfs)
= 139.00
No. Barrels
= 2
Qpipe (cfs)
= 139.00
n -Value
= 0.012
Qovertop (cfs)
= 0.00
Inlet Edge
= 0
Veloc Dn (ft/s)
= 9.83
Coeff. K,M,c,Y,k
= 0.0045, 2, 0.0317, 0.69, 0.5
Veloc Up (ft/s)
= 10.49
Embankment
Hw/D (ft)
HGL Dn (ft)
= 803.30
Embankment
= 806.70
HGL Up (ft)
= 803.58
Top Elevation (ft)
= 806.70
Hw Elev (ft)
= 806.04
Top Width (ft)
= 38.00
Hw/D (ft)
= 1.71
Crest Width (ft)
= 25.00
Flow Regime
= Inlet Control
EM (n)
SAGE CREEK CROSSING #1
70 75
R (11
F!x Depth (11)
W700
806. W
WSW
606.00
W3.W
WZ.W
WIN
608
5.08
608
J.OB
208
- I.OB
- 0.08
Wa W
-092
-
MM
0 111
Cir CUNen
,5' 20 25 30 35 60 65
HGL Embank
W 55 N 65
-1.92
70 75
S (fl)
Culvert Report
50 Yr, 24 hr Storm Event
SAGE CREEK CROSSING #S2
10 Yr, 24 hr Storm Event
O
Invert Elev Dn (ft)
= 800.30
Calculations
Pipe Length (ft)
= 53.30
Qmin (cfs)
= 116.00
Slope (%D)
= 1.16
Qmax (cfs)
= 139.10
Invert Elev Up (ft)
= 800.92
Tailwater Elev (ft)
= 0
Rise (in)
= 36.0
U
Shape = Cir
Shape
= Cir
Highlighted
Qtotal (cfs)
Span (in)
= 36.0
Qtotal (cfs)
= 116.00
No. Barrels
= 2
Qpipe (cfs)
= 116.00
n -Value
= 0.012
Qovertop (cfs)
= 0.00
Inlet Edge
= 0
Veloc Dn (ft/s)
= 8.21
Coeff. K,M,c,Y,k
= 0.0045, 2, 0.0317, 0.69, 0.5
Veloc Up (ft/s)
= 9.31
= 802.83
Top Elevation (ft) = 806.70
HGL Dn (ft)
= 803.30
Embankment
Hw/D (ft)
HGL Up (ft)
= 803.39
Top Elevation (ft)
= 806.70
Hw Elev (ft)
= 805.11
Top Width (ft)
= 38.00
Hw/D (ft)
= 1.40
Crest Width (ft)
= 25.00
Flow Regime
= Inlet Control
Eley In) SAGE CREEK CROSSING #1
Wroo
moo
WS W
806 00
W3.0,
W2.00
W1.W
Wono
MW
CV CUWen - HGL Embank
R Depth Int
5 08
408
3 OB
2.08
1.08
0.08
-0 92
-1.92
R.- (1)
Culvert Report
10 Yr, 24 hr Storm Event
O
SAGE CREEK CROSSING #S2
n/
Invert Elev Dn (ft) = 800.30
Calculations
LL
Pipe Length (ft) = 53.30
Qmin (cfs)
= 68.85
Slope (%D) = 1.16
Qmax (cfs)
= 139.10
Invert Elev Up (ft) = 800.92
Tailwater Elev (ft)
= 0
Rise (in) = 36.0
'`
U
Shape = Cir
Highlighted
Span (in) = 36.0
Qtotal (cfs)
= 68.85
No. Barrels = 2
Qpipe (cfs)
= 68.85
n -Value = 0.012
Qovertop (cfs)
= 0.00
Inlet Edge = 0
Veloc Dn (ft/s)
= 9.63
Coeff. K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.5
Veloc Up (ft/s)
= 7.23
HGL on (ft)
= 801.81
Embankment
V
HGL Up (ft)
= 802.83
Top Elevation (ft) = 806.70
Hw Elev (ft)
= 803.75
Top Width (ft) = 38.00
Hw/D (ft)
= 0.94
Crest Width (ft) = 25.00
Flow Regime
= Inlet Control
E. In)
SAGE CREEK CROSSING #1
kkv Depth (n)
W1.W
0500
W6'W
W3.W
W2W-
WIN
WSW
608
608
rontmr 3.08
208
0.08
D_92
0 5'a
- Cir Culvert
15 20 25 W 35 60 65
HGL Embmik
50 W W 65
70 75
R (11
BEE110118 CARTER, PR.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL: ��tltuuuunu����
.`"v ` ' C A R 0'���'''%
•< '-
038574
�/15/20.y
F••• .....••• -`�.��
''''����''xrini�ii of a��`�``````•
❑ Preliminary - Do Not Use for Construction
X Final Drawing - For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
CLIENT/ PREPARED FOR:
CORVUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
S
NC Grid - NAD83 (2011)
DATE: 07.18.2017
DRAWN BY: TBC / ATC
JOB NO.: 17-201
REVISIONS:
E
SCALE: 1" = 200'
100 0 50 100 200 400
SHEET TITLE:
STREAM CROSSING OVERALL PLAN
© Beeson & Carter, P.A.
SHEET NO:
C-4.0
W
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CLIENT/ PREPARED FOR:
CORVUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
S
NC Grid - NAD83 (2011)
DATE: 07.18.2017
DRAWN BY: TBC / ATC
JOB NO.: 17-201
REVISIONS:
E
SCALE: 1" = 200'
100 0 50 100 200 400
SHEET TITLE:
STREAM CROSSING OVERALL PLAN
© Beeson & Carter, P.A.
SHEET NO:
C-4.0

MERCIA COURT - CARADCO ROAD SECTIONS BEESOR BCRRTER, PR.
0+80.360+90.09 2+37.43 J 4+65.32 � LAND PLANNING
CIVIL ENGINEERS SURVEYORS
830 830 830 830 840 840 830 C) C"! N 2 N N 830
�0 Eo �o 00 503 HIGH STREET, WINSTON-SALEM, NC 27101
C') [2 C\i co OFFICE:[phone] FAX:[phone]
(D '_ o CO - U 7 J- � - WEB: www.beesonengineering.com
Co
Armour Upstream and Downstream
W LO 0 C) o 0o U Corp #: C-4017
J Of fl_ co COCOD_ co W m
embankments with 2 thick of Class 1 and Class B Zo T + +
riprap; No rock shall be placed in the streambed N cc @ N Cfl Z U w Q ? U w
c7 co _ m � J O z
@� o � Q- J m�JOJ SEAL:
U E000- �� r� Uu)0Pz U(n() CA
n j oo 0 �, 820 830 830 820 820 �`Q- ,. •'' E S •S.i
820 820 820 m '� Lu �j o .� `N i
Existing Stream Bed Elevation; Pipe 0 0 0 Q o °m o J
to be Set 6" below Existing Bed Level + �001co o > Ua �, co N N N o : °ti••• 2
NoZvW �Q?ULu (6N O @N o -7•.�
mHJOJ m~JOZ CD�o°0- CO��CO
UcnUH? U(nUH- W M°oU� (D C., EG
Q�000 QMcomo EG 038574
Roadway and Shoulders M 00 °°f] S6 20 7
T + Co°D + M
810 810 810 810 820 ~ `" z J ri N z � H 820 810 810 / /
- U Lu Q- U Lu 9• •. NG 1 N E"�•' Q-
0 U) 0 Z U U U� Z CB8-FES3
U cn U H _ 59.3LF of 15" RCP @ 1.00% 6" DI Water '�qC1P
EG
CB7-CB8
EG 24.51-F of 15" RCP @ 1.00%
- Inv: 803.05'
El 800 800 800 810 E 810 800 800 Preliminary -Do Not Use for Construction
77
CB1-CB2 6" DI Water
CROSSING S2 - Pipe #1 12.31-FCBZ-FES1 F of 15" RCP @ 1.41% 24.5L" F of 15" RCP @ 1.00% 8VC Sewer Final Drawing -For Review Purposes Only
53.31-F of 36" RCP @ 1.17% 6" DI Water CB4-FES2 El and Released for Construction on:
80.21-F of 15" RCP @ 1.00% LCB3-CB4 \_6" DI Water
24.91-F of 15" RCP @ 1.00%
790 790 790 790 80010 1 800 790 790 PROJECT:
8" VC Sewer
780 L 780 780780 790 790 780 780
-40 -30 -20 -10 0 10 20 30 40 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20
Offset Offset Offset Offset
6+98.66 7+51.60
840 840 840 840
9+13.10
830 J 830 830 Armour Upstream and Downstream 830 840 840
N �, N embankments with 2' thick of Class 1 and Class B12 J
(D - _ @ N riprap; No rock shall be placed in the streambed
C
' � coW (� O Co- N N N 00
Q(orU Lo
0) 00 00 0) co Om Existing Stream Bed Elevation; Pipe CO 0 �, _
_o 1 > Ue � > to be Set 6" below Existing Bed Level Q o aM L6
�co�0
820 m < J UO J m z O J 820 820 820 830 + 00 m °o + w 00 830
OcnUHz UcnUHz Nz
R4-,L-
adway and Shoulders cm) c~n i; ° z 0 Lu
m U) J o z
UCAUH-
EG
W 0 O
810 810 810 810 820 820 0 O
c�
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�_6"Dl Water ---- ---- - -- -- -- - -- -N
CB9-CB10
24.5LF of 15" RCP @ 1.00% CB11-CB12 6" DI Water
W _ ��
26.8LF of 15" RCP @ 1.00% �
800 C610-FES4 800 800 CROSSING S1 -Pipe #1 6" DI Water 800 810 810 � �
8" VC Sewer-/35.1 LF of 15" RCP @ 1.00% 8" DI Sewer-/61.8LF of 36" RCP @ 0.81 % CB12-FES5 r n }'
8" VC Sewer v � � 00
30.1 LF of 15" RCP @ 1.00% N O . .
U) U) 4t
U)Cl)
790 790 790 790 800 800
-20 -10 0 10 20 -40 -30 -20 -10 0 10 20 30 40 -20 -10 0 10 20
Offset Offset Offset
CLIENT / PREPARED FOR:
MONARCH WAY SECTION MONARCH WAY SECTION MONARCH WAY SECTION CORVUS, LLC
C/O Robert Wed
10+82.65 -2+17.15 0+50.23 11+64.25 2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
860 860 830 830 840 840 850 850 Ofc. No.: 336-577-7775
Email: [e-mail]
J
10 r•
N W N N OR
J N CO N N _M J tY
850 850 820 0LO N �`c LO 00 C7v��o� �N mN m
N z LO �o N M N N 820 830 W r N CJ N W N (_j N 830 840 N m N 840
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M M M W (.� LL L6^ 0- T V 00 m; >. Lo W LL W LL C4
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-
EG
EG EG 6" DI Water 6" DI Water
-
E,-10
830 830 800 6" DI Water 800 810 810 820 820
DATE: 06.15.2017
I : 827.84' CB18-CB6 DRAWN BY: TBC / ATC
CB13-CB14 114.5LF of 15" RCP @ 6.24% 8" VC Sewer CB18-CB6 JOB NO.: 17-201
1 N I M 7
C614-FES6 -- 24.5LF of 15" RCP 1.00% 0''v CB1°6 114.5LF of 15" RCP 6.24%
49.5LF of 15" RCP @ 1.00% °@ 6" DI Water 56.3LF of 18" RCP @ 4.17 /o CB5-CB6 @ CB17-CB18 \_8" VC Sewer
CB15-CB168" VC Sewer 24.5LF of 15" RCP @ 1.00% 24.6LF of 15" RCP @ 1.01% REVISIONS:
8" VC Sewer 24.5LF of 15" RCP @ -1.00%
820 820 790 790 800 800 810 810
CB16-FES7
39.41LF of 18" RCP @ 1.00%
C
810 810 780 780 790 790 800 800
-70 -60 -50 -40 -30 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20
Offset Offset Offset Offset
SCALE H&V: 1" = 10'
EROSION CONTROL 5 O 2.5 5 10 20
PLAN APPROVED
Approval by the Utilities Director of the water and sewer
infrastructure depicted in these plans does not constitute SHEET TITLE:
Grading Permit Required approval for any other purpose than that set forth in Section
Prior To Land Disturbing Approval of these water & sanitary sewer plans does not 64 of the Water System Policy and Section 36 of the Sewer PHASE I CROSS SECTIONS
constitute approval for construction. Approval of construction System Policy of the City/County Utility Commission. To the
City of Winston -Salem must be in formal written agreement. Failure to obtain such extent other permits, licenses, permissions or the like must
PERMIT NUMBER agreement prior to beginning of construction will relieve the be obtained to complete this project, such are specifically © Beeson & Carter, P.A.
City of any financial participation in this project whatsoever. not granted by this approval and must be obtained by the
WATER Developer and/or his designee. SHEET NO:
SEWER UTILITIES DIRECTOR DATE Water & Sewer
B : C-2.5
DATE y

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/ I \ayFese� fa\eyecs3 \\ _3+00
e
STREAM Outlet Protection
m \ Class B Riprap
acx00 SAGE SS OUTFALL Sta: 2+73'
s
@ \ \ a'/ 10'Lx8'Wx1.5'D
\ \ \ OIL MILL BRANCH'
I 277.56' 50'
m \
S37°45'20"W ��
85' I 4+24 oo N
21 3+C10 a
124.2 of 8" VC @ 2.00%I _ «SS S SMH 2�
a «SS �r a
I I \ \\ H1H 1 20' Public Sanitary Sewer Easement \
7
a
US N. 0
I co NO RIRAP shall be placed in stream a utility 2 °fl
crossing. Restore stream bed to natural rades goo N
I I � _
with same materials excavated for pipe installation. m � \ o -
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STA: -2+50.45,17.55R
RIM EL: 802.74—
CL INV: 793.14
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2 0 1 2 4 8
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-0+75
-0+50
-0+25
0+25 0+50 0+75
1+25
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EROSION CONTROL
PLAN APPROVED
Grading Permit Required
Prior To Land Disturbing
City of Winston-Salem
PERMIT NUMBER
WATER
SEWER
DATE
Approval of these water & sanitary sewer plans does not
constitute approval for construction. Approval of construction
must be in formal written agreement. Failure to obtain such
agreement prior to beginning of construction will relieve the
City of any financial participation in this project whatsoever.
By:
Approval by the Utilities Director of the water and sewer
infrastructure depicted in these plans does not constitute
approval for any other purpose than that set forth in Section
64 of the Water System Policy and Section 36 of the Sewer
System Policy of the City/County Utility Commission. To the
extent other permits, licenses, permissions or the like must
be obtained to complete this project, such are specifically
not granted by this approval and must be obtained by the
Developer and/or his designee.
Water & Sewer
UTILITIES DIRECTOR DATE
BEESOR &CARTER, PR.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL: ```���uuunnnn�q��
```` N CAR
o�SS�/0o"�2�'.
038574
/16/201_7
❑ Preliminary -Do Not Use for Construction
X Final Drawing - For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
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EROSION CONTROL
PLAN APPROVED
Grading Permit Required
Prior To Land Disturbing
City of Winston-Salem
PERMIT NUMBER
WATER
SEWER
DATE
Approval of these water & sanitary sewer plans does not
constitute approval for construction. Approval of construction
must be in formal written agreement. Failure to obtain such
agreement prior to beginning of construction will relieve the
City of any financial participation in this project whatsoever.
By:
Approval by the Utilities Director of the water and sewer
infrastructure depicted in these plans does not constitute
approval for any other purpose than that set forth in Section
64 of the Water System Policy and Section 36 of the Sewer
System Policy of the City/County Utility Commission. To the
extent other permits, licenses, permissions or the like must
be obtained to complete this project, such are specifically
not granted by this approval and must be obtained by the
Developer and/or his designee.
Water & Sewer
UTILITIES DIRECTOR DATE
BEESOR &CARTER, PR.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL: ```���uuunnnn�q��
```` N CAR
o�SS�/0o"�2�'.
038574
/16/201_7
❑ Preliminary -Do Not Use for Construction
X Final Drawing - For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
CLIENT / PREPARED FOR:
CORVUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
See Plan area for North Reference
DATE: 06.15.2017
DRAWN BY: TBC / ATC
JOB NO.: 17-201
REVISIONS:
SCALE: 1" = 40'
20 0 10 20 40 :0
SHEET TITLE:
SEWER OUTFALL PLAN & PROFILE
© Beeson & Carter, P.A.
SHEET NO:
C-2.4
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CLIENT / PREPARED FOR:
CORVUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
See Plan area for North Reference
DATE: 06.15.2017
DRAWN BY: TBC / ATC
JOB NO.: 17-201
REVISIONS:
SCALE: 1" = 40'
20 0 10 20 40 :0
SHEET TITLE:
SEWER OUTFALL PLAN & PROFILE
© Beeson & Carter, P.A.
SHEET NO:
C-2.4

See Sht C-2.1
1 - 6" Plug Blocked in Place
213' FES 3 1 - 2" Blow -Off (To Be Removed for Next Phase)
(To Be Removed for Next Phase) MONARCH WAY Sta: 1+88.52
MONARCH WAY Sta: 1+86.14 Offset: -17.50'
ov Io Offset: -25.00' MONARCH WAY
it MONARCH WAY PT: 2+30.00
o L) 18 PC: 1+30.00
7 y, Proposed 6" DI Water Utility Easemen 53'
o 10' 53'
� o
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5
STA: 0+00.00 0 V W g
MONARCH WAY MONARCH WAY CL -CL MERCIA-CARADCO x W 1 �4. 10WO' S.E. W B 18 _ O
1 - 2" Blow -Off STA: 3+50.35 W _ 6.24% { lo+ )
MONARCH WAY Sta: -2+35.23 PC: -2+25.00 PT: -1+25.00 0115^ RCP °C H WA ' w °
o MONAR ISN CB 17- 24.6' of 15" RCP @ 1.01 /°
Offset: -25.00' 24.5' of 15" RCP @ -1.00%-�p' S�' � � �` 50' pub ►c R
�ement g0, 24.5' of 15" RCP @ 1.00% SMH 5 170.6'o " vC 41°
MONARCH WAY I 10' UHIRy - N o 47'
BP: 4+00.00
s 95' S=Sid�Walk , _ O 95� ° 47 N
0 42, L6 t „ 6. n _
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MONARCH WAY Stan 20+25 00' SMH 2 f PaveCB 15 3. 3 1594' 0 8 VC @ 1.74 �° g0 -� m 3100 o w � (. C!)
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CLUSTER MAILBOX UNIT; U 3
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ICOI SEE SHT C-2.9 I `N S 1 43 N
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MONARCH WAY PLAN AND PROFILE
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CB 17; Type G Grate
A6,12.25' R
CLINV: 819.72
830
TOC @ BOC:
824.33'
CB 18; Type F Grate INLET: 823.75'
STA: 1+63.01, -12.25'L
6y�
CL INV: 819.38--
19.38
PVI STA: -3+00.00
CB 6; Type F Grate
TOC
TOC @ BOC: 824.17'
CB 5; Type G Grate - INLET: 823.58'
�� O
PVI ELEV: 798.57
STA: 0+49.73, -12.25' L
CL INV: 812.15
STA: 0+50.74,12.25'R
CL INV: 812.62
e`oQosea
K: 20.00
LVC:260.00
TOC @ BOC: 816.80'
I INLET: 816.22'
TOC @ BOC: 816.87'
INLET: 816.29'
_
6" Plug; This Phase: 2+00.00
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Rim EL: 806.41
CL INV: 801.74
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CL INV: 799.17Rt
TOC @BOC: 803.27aC6'
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INLET: 802.69'
CB 16; Type F Grate
STA: -2+17.16, -12.25' L
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INV: 799.53
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Rim Elev = 802.74
CL INV = 793.14
Ot�a`e t
208.4 LF of 18" RCP @5.00%-
Q(cpos
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FUTURE CONNECTION
°l0 _
GP
800
INV: 798.78
4 LF
8" UG @1.14%
LF of 18" RCP
39.4 1.00%
@
15g
SMH 4; Type I Ring &Cover
Station = 3+32.87, -17.57L
Rim Elev = 813.29
CL INV = 798.66
VERTICAL SCALE: 1" = 4'
a vC@3Ag°I°
���
2 0 1 2 4 8
_
SMH 3; Type I Ring & Cover
Station =-1+75.07, 20.13R
Rim Elev = 804.95
CL INV = 795.88
790
-4+75
-4+50 -4+25
-3+75 -3+50 -3+25
-2+75
-2+50 -2+22+17
-1+75 -1+50 -1+25
-0+75
-0+50
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0+25 0+50 075
1+25
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IMPORTANT NOTES:
1. Vertical separation between water line and storm lines shall be a minimum
of 12". Vertical separation between sanitary sewer and storm lines shall
be a minimum of 24". See sections on sheet C-2.4 for additional
information on water line depths at storm pipes crossing the street.
2. All street basins are NCDOT 840.02 or equal. All pipe invert in/invert out
shall have a minimum of 0.10' difference across basins.
3. All Frames and Grates for street basins are NCDOT 840.03 or equal.
4. All storm pipe shall be Class III Concrete or HDPE Double Wall AASHTO
M294 pipe laid in a fashion that ensures soil and water tightness. Pipe
over 12% grade is corrugated aluminum pipe.
5. All catch basin shall have grouted flow lines installed in the box.
6. All outfall lines shall have a flaired end section( FES) at the end of pipe
and energy dissipating riprap. See details for further information.
EROSION CONTROL
PLAN APPROVED
Grading Permit Required
Prior To Land Disturbing
City of Winston-Salem
PERMIT NUMBER
WATER
SEWER
DATE
Approval of these water & sanitary sewer plans does not
constitute approval for construction. Approval of construction
must be in formal written agreement. Failure to obtain such
agreement prior to beginning of construction will relieve the
City of any financial participation in this project whatsoever.
By:
Approval by the Utilities Director of the water and sewer
infrastructure depicted in these plans does not constitute
approval for any other purpose than that set forth in Section
64 of the Water System Policy and Section 36 of the Sewer
System Policy of the City/County Utility Commission. To the
extent other permits, licenses, permissions or the like must
be obtained to complete this project, such are specifically
not granted by this approval and must be obtained by the
Developer and/or his designee.
Water & Sewer
UTILITIES DIRECTOR DATE
BEESOR &CARTER, PR.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL:
•ESS•/OO`�2�'.
038574
V16/20g
'�9� '• NG I N
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❑ Preliminary -Do Not Use for Construction
X Final Drawing - For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
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IMPORTANT NOTES:
1. Vertical separation between water line and storm lines shall be a minimum
of 12". Vertical separation between sanitary sewer and storm lines shall
be a minimum of 24". See sections on sheet C-2.4 for additional
information on water line depths at storm pipes crossing the street.
2. All street basins are NCDOT 840.02 or equal. All pipe invert in/invert out
shall have a minimum of 0.10' difference across basins.
3. All Frames and Grates for street basins are NCDOT 840.03 or equal.
4. All storm pipe shall be Class III Concrete or HDPE Double Wall AASHTO
M294 pipe laid in a fashion that ensures soil and water tightness. Pipe
over 12% grade is corrugated aluminum pipe.
5. All catch basin shall have grouted flow lines installed in the box.
6. All outfall lines shall have a flaired end section( FES) at the end of pipe
and energy dissipating riprap. See details for further information.
EROSION CONTROL
PLAN APPROVED
Grading Permit Required
Prior To Land Disturbing
City of Winston-Salem
PERMIT NUMBER
WATER
SEWER
DATE
Approval of these water & sanitary sewer plans does not
constitute approval for construction. Approval of construction
must be in formal written agreement. Failure to obtain such
agreement prior to beginning of construction will relieve the
City of any financial participation in this project whatsoever.
By:
Approval by the Utilities Director of the water and sewer
infrastructure depicted in these plans does not constitute
approval for any other purpose than that set forth in Section
64 of the Water System Policy and Section 36 of the Sewer
System Policy of the City/County Utility Commission. To the
extent other permits, licenses, permissions or the like must
be obtained to complete this project, such are specifically
not granted by this approval and must be obtained by the
Developer and/or his designee.
Water & Sewer
UTILITIES DIRECTOR DATE
BEESOR &CARTER, PR.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL:
•ESS•/OO`�2�'.
038574
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❑ Preliminary -Do Not Use for Construction
X Final Drawing - For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
iff
CLIENT / PREPARED FOR:
CORVUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
See Plan area for North Reference
DATE: 06.15.2017
DRAWN BY: TBC /ATC
JOB NO.: 17-201
REVISIONS:
SCALE: 1" = 40'
20 0 10 20 40 80
SHEET TITLE:
MONARCH WAY PLAN & PROFILE
9+50 - END
@ Beeson & Carter, P.A.
SHEET NO:
C-2.3
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CLIENT / PREPARED FOR:
CORVUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
See Plan area for North Reference
DATE: 06.15.2017
DRAWN BY: TBC /ATC
JOB NO.: 17-201
REVISIONS:
SCALE: 1" = 40'
20 0 10 20 40 80
SHEET TITLE:
MONARCH WAY PLAN & PROFILE
9+50 - END
@ Beeson & Carter, P.A.
SHEET NO:
C-2.3

0
rtection
iprap
N x 1.5, D
I
6 �J 15
� SMH 15
y
10 cum
rn
c
O
MERCIA-CARADCO 4` outl t Protection
OPT: 9+99.51 Cla s B Riprap
10'Lx8'Wx15D
F S6
1;,4. /0(/fl Ea
�'
N of SS 8, se VC rne., \ 49.5' of 15" RCP @ 1.00%
U @;,8,3%o
�83j X83,
.rZ - T_
O c 5 \ 24' 05� f 15" RCP @ 1.00%
(n
c��iS \6g'
CB 1
55'
s: iaew <<ss
70, f/fility Fa �� CB 13
Sement
Proposed 6" DI Water J
I
I
MERCIA-CARADCO
PC: 11+50.26
Field Locate Plug. Remove
and Connect Proposed 6" DI
Water with MJ Sleeve
2'
SMH 16
� - I
ea /
0
OG
JJ
ti
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ro
7
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UNIFORMLY TAPER PAVEMENT BEYOND PROPPOSED CURBING
TO MATCH EXISTING PAVEMENT. SAW CUT END OF EXISTING
PAVEMENT TO PROVIDE SQUARE AND UNIFORM EDGE.
End of EX Pave I
MERCIA-CARADCO Sta: 11+79.25'
MERCIA-CARADCO
F -FP. 19+rin nn
—�N CARADCO ROAD
50' Public R/W
6 Dt water per F
C76 M — M _� M
1
I �
MERCIA CT - CARADCO RD 9+50 -END PLAN AND PROFILEoi4 00Ji
N M
� Cl)
a u
Ow
CB 14; Type F Grate
STA: 10+82.65, -12.25' L 0
CIL INV: 828.33
TOC @BOC: 831.86' CPFLPVCO Ix LA
loe Z//
It L0
b /
INLET: 831.27' EX 840
CB 13; Type G Grate
_ .STA: 10+82.65,12.25'R
CL INV: 828.52
TOC @BOC: 831.86'
INLET: 831.27'
Q
FIELD LOCATE EXISTING PLUG;
REMOVE AND CONNECT PROPOSED
6" DI WATER WITH MJ SLEEVE
830
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U�
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SMH 22 \o
175.7 of 8" VC 5.02% I!iA �Z
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20' Public San. Sewer EasementCA
MH 20
$'00 1 / o
� 1582' Sy �
0 180' 22
.15 /° fewer Easement
O7 �I
40.0' of I @ 0.75 0 —
4
0
g4 f 2().public San— LO PC:
RD
— PC: 0+40.00 �
la0
170' --
� NO RIRAP shall be placed in stream at utility
� crossing. Restore stream bed to natural grades �„ 1
with same materials excavated for pipe installation. � S SMH"24
15
21 FIREFLY RD
-2CB 20 \
m 7 oo PT: 1+00.00 `
B10 174' S CB 19
m /
'O d (f)
aOeEaserr\/nt
FES 8
alr
LID
oar � in N � �Qr 162
� 1 41 \� \
See Sht C-2.1 NEXT PHASE
OUTFALL FROM PHASE 2 TO PHASE 1 PLAN AND PROFILE
See Sht C-2.1
1 U
o
� N 0
BEESOA BCARTER, PA.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, INC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL:
O �
SS;,
U*UU ItUU LtUU StUU 4tUU
Station
Jtl
CO N CO 67 07 � 1- r O M O O 't O M M It M O O O
O O CO ti M � ti N M Ln O M P_ I!7 Lf) P_ M O M Co O
O N O r� Cfl M "I-lf> I-M DD O O � M O O O
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w u_ U w ILL U w u_ U oo w Co 00 � co 00 � Co li U co J_ 00 u -U ao u -U ao u -U ao LL u -U co u- U ao LLU oo LL oo li U co Li- U oo li U co li w li U w u_ U w LL U w
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2+QQ
3+00 4+00
IMPORTANT NOTES:
1. Vertical separation between water line and storm lines shall be a minimum
of 12". Vertical separation between sanitary sewer and storm lines shall
be a minimum of 24". See sections on sheet C-2.4 for additional
information on water line depths at storm pipes crossing the street.
2. All street basins are NCDOT 840.02 or equal. All pipe invert in/invert out
shall have a minimum of 0.10' difference across basins.
3. All Frames and Grates for street basins are NCDOT 840.03 or equal.
4. All storm pipe shall be Class III Concrete or HDPE Double Wall AASHTO
M294 pipe laid in a fashion that ensures soil and water tightness. Pipe
over 12% grade
is corrugated aluminum pipe.
5. All catch basin shall have grouted flow lines installed in the box.
6. All outfall lines shall have a flaired end section( FES) at the end of pipe
and energy dissipating riprap. See details for further information.
EROSION CONTROL
PLAN APPROVED
Grading Permit Required
Prior To Land Disturbing
City of Winston-Salem
PERMIT NUMBER
rj+( WATER
SEWER
DATE
Approval of these water &sanitary
sewer plans does not
constitute approval for construction. Approval of construction
must be in formal written agreement. Failure to obtain such
agreement prior to beginning of construction will relieve the
City of any financial participation in this project whatsoever.
_ 038574
,''''////11111111111111\\\\
Not Use for Construction
Final Drawing -For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
015
iff
CLIENT /PREPARED FOR:
CORNUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
See Plan area for North Reference
DATE: 06.15.2017
DRAWN BY: TBC /ATC
❑ Preliminary -Do
JOB NO.: 17-201
REVISIONS:
SCALE: 1" = 40'
20 0 10 20 40 80
By:
Approval by the Utilities Director of the water and sewer
infrastructure depicted in these plans does not constitute SHEET TITLE:
approval for any other purpose than that set forth in Section
64 of the Water System Policy and Section 36 of the Sewer MERCIA-CARADCO PLAN &PROFILE
System Policy of the City/County Utility Commission. To the 9
+50 -END
extent other permits, licenses, permissions or the like must
be obtained to complete this project, such are specifically ©Beeson &Carter, P.A.
not granted by this approval and must be obtained by the
Developer and/or his designee. SHEET NO:
Water &Sewer
I ITII ITlrf, 1118 r1'T/'1 r'] flATr
C-2.2
830 0
rno °moo
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.o w z PHASE OF CONSTRUCTION
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UI�00 00
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=33.0 LF of 8" VC @4.56% _
G@3�5 L7
61.6 LF 36" RCP @0.81%
04 o VF a, pt @g.
800
-0+75 -0+50 -0+25 0+25 0+50 0+75 1+25 1+50 1+ 5 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 4+75
w u_ w w
10+00
11+00
12+00
13+00
1
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/Jo 33.0' of ' VC @ 4.56%
U�
v
v\�r
r`
SMH 22 \o
175.7 of 8" VC 5.02% I!iA �Z
�S .,.
20' Public San. Sewer EasementCA
MH 20
$'00 1 / o
� 1582' Sy �
0 180' 22
.15 /° fewer Easement
O7 �I
40.0' of I @ 0.75 0 —
4
0
g4 f 2().public San— LO PC:
RD
— PC: 0+40.00 �
la0
170' --
� NO RIRAP shall be placed in stream at utility
� crossing. Restore stream bed to natural grades �„ 1
with same materials excavated for pipe installation. � S SMH"24
15
21 FIREFLY RD
-2CB 20 \
m 7 oo PT: 1+00.00 `
B10 174' S CB 19
m /
'O d (f)
aOeEaserr\/nt
FES 8
alr
LID
oar � in N � �Qr 162
� 1 41 \� \
See Sht C-2.1 NEXT PHASE
OUTFALL FROM PHASE 2 TO PHASE 1 PLAN AND PROFILE
See Sht C-2.1
1 U
o
� N 0
BEESOA BCARTER, PA.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, INC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL:
O �
SS;,
U*UU ItUU LtUU StUU 4tUU
Station
Jtl
CO N CO 67 07 � 1- r O M O O 't O M M It M O O O
O O CO ti M � ti N M Ln O M P_ I!7 Lf) P_ M O M Co O
O N O r� Cfl M "I-lf> I-M DD O O � M O O O
(D i� u_ U' U' J_ (D (D U__— — — — = O � Lf) r 0 ILL� (Dr �\L � (� L\ r � L\L � � � d L — � Lr Ur L\ N Ur N Ur LN Ur LN Ur L\l N Ur M Ur L\l Ur Ur L\l Ur Ur J_ (D
w u_ U w ILL U w u_ U oo w Co 00 � co 00 � Co li U co J_ 00 u -U ao u -U ao u -U ao LL u -U co u- U ao LLU oo LL oo li U co Li- U oo li U co li w li U w u_ U w LL U w
C7 C7 C7 C7 U C7 C� �j C7 C7 C7 C7 C7 C7 b C7 b C7 bC7 C7 C7 C7
w� w u_ UJu-
w w w w w w w w w w w w w w w
2+QQ
3+00 4+00
IMPORTANT NOTES:
1. Vertical separation between water line and storm lines shall be a minimum
of 12". Vertical separation between sanitary sewer and storm lines shall
be a minimum of 24". See sections on sheet C-2.4 for additional
information on water line depths at storm pipes crossing the street.
2. All street basins are NCDOT 840.02 or equal. All pipe invert in/invert out
shall have a minimum of 0.10' difference across basins.
3. All Frames and Grates for street basins are NCDOT 840.03 or equal.
4. All storm pipe shall be Class III Concrete or HDPE Double Wall AASHTO
M294 pipe laid in a fashion that ensures soil and water tightness. Pipe
over 12% grade
is corrugated aluminum pipe.
5. All catch basin shall have grouted flow lines installed in the box.
6. All outfall lines shall have a flaired end section( FES) at the end of pipe
and energy dissipating riprap. See details for further information.
EROSION CONTROL
PLAN APPROVED
Grading Permit Required
Prior To Land Disturbing
City of Winston-Salem
PERMIT NUMBER
rj+( WATER
SEWER
DATE
Approval of these water &sanitary
sewer plans does not
constitute approval for construction. Approval of construction
must be in formal written agreement. Failure to obtain such
agreement prior to beginning of construction will relieve the
City of any financial participation in this project whatsoever.
_ 038574
,''''////11111111111111\\\\
Not Use for Construction
Final Drawing -For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
015
iff
CLIENT /PREPARED FOR:
CORNUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
See Plan area for North Reference
DATE: 06.15.2017
DRAWN BY: TBC /ATC
❑ Preliminary -Do
JOB NO.: 17-201
REVISIONS:
SCALE: 1" = 40'
20 0 10 20 40 80
By:
Approval by the Utilities Director of the water and sewer
infrastructure depicted in these plans does not constitute SHEET TITLE:
approval for any other purpose than that set forth in Section
64 of the Water System Policy and Section 36 of the Sewer MERCIA-CARADCO PLAN &PROFILE
System Policy of the City/County Utility Commission. To the 9
+50 -END
extent other permits, licenses, permissions or the like must
be obtained to complete this project, such are specifically ©Beeson &Carter, P.A.
not granted by this approval and must be obtained by the
Developer and/or his designee. SHEET NO:
Water &Sewer
I ITII ITlrf, 1118 r1'T/'1 r'] flATr
C-2.2
830 0
rno °moo
o
00 o
CO O_ X) Co O
I I > N 11 �
ON C (1) > II > II
= O W Z N O Ea) Z
rgrnlYU � .-E
_j
rncn0�U
`m
> J
O 0)°b r_C:1 CD
�
820
+
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� r II CZ6 E
o INSTALL THRU SMH 21 FOR FIRST
II > II
.o w z PHASE OF CONSTRUCTION
rAInIY-QJ
5p2°I°
JG �
8
L N r r
O LLO M M
O
UI�00 00
06
(.0wz
Q' N � J
810 Ll
0M�U
�Q
N �
=33.0 LF of 8" VC @4.56% _
G@3�5 L7
61.6 LF 36" RCP @0.81%
04 o VF a, pt @g.
800
-0+75 -0+50 -0+25 0+25 0+50 0+75 1+25 1+50 1+ 5 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 4+75
10+00
11+00
12+00
13+00
1
C
N
W
I �
v
y s
1
e`co
fi
u
m ,0 J
.S
IF
/Jo 33.0' of ' VC @ 4.56%
U�
v
v\�r
r`
SMH 22 \o
175.7 of 8" VC 5.02% I!iA �Z
�S .,.
20' Public San. Sewer EasementCA
MH 20
$'00 1 / o
� 1582' Sy �
0 180' 22
.15 /° fewer Easement
O7 �I
40.0' of I @ 0.75 0 —
4
0
g4 f 2().public San— LO PC:
RD
— PC: 0+40.00 �
la0
170' --
� NO RIRAP shall be placed in stream at utility
� crossing. Restore stream bed to natural grades �„ 1
with same materials excavated for pipe installation. � S SMH"24
15
21 FIREFLY RD
-2CB 20 \
m 7 oo PT: 1+00.00 `
B10 174' S CB 19
m /
'O d (f)
aOeEaserr\/nt
FES 8
alr
LID
oar � in N � �Qr 162
� 1 41 \� \
See Sht C-2.1 NEXT PHASE
OUTFALL FROM PHASE 2 TO PHASE 1 PLAN AND PROFILE
See Sht C-2.1
1 U
o
� N 0
BEESOA BCARTER, PA.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, INC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL:
O �
SS;,
U*UU ItUU LtUU StUU 4tUU
Station
Jtl
CO N CO 67 07 � 1- r O M O O 't O M M It M O O O
O O CO ti M � ti N M Ln O M P_ I!7 Lf) P_ M O M Co O
O N O r� Cfl M "I-lf> I-M DD O O � M O O O
(D i� u_ U' U' J_ (D (D U__— — — — = O � Lf) r 0 ILL� (Dr �\L � (� L\ r � L\L � � � d L — � Lr Ur L\ N Ur N Ur LN Ur LN Ur L\l N Ur M Ur L\l Ur Ur L\l Ur Ur J_ (D
w u_ U w ILL U w u_ U oo w Co 00 � co 00 � Co li U co J_ 00 u -U ao u -U ao u -U ao LL u -U co u- U ao LLU oo LL oo li U co Li- U oo li U co li w li U w u_ U w LL U w
C7 C7 C7 C7 U C7 C� �j C7 C7 C7 C7 C7 C7 b C7 b C7 bC7 C7 C7 C7
w� w u_ UJu-
w w w w w w w w w w w w w w w
2+QQ
3+00 4+00
IMPORTANT NOTES:
1. Vertical separation between water line and storm lines shall be a minimum
of 12". Vertical separation between sanitary sewer and storm lines shall
be a minimum of 24". See sections on sheet C-2.4 for additional
information on water line depths at storm pipes crossing the street.
2. All street basins are NCDOT 840.02 or equal. All pipe invert in/invert out
shall have a minimum of 0.10' difference across basins.
3. All Frames and Grates for street basins are NCDOT 840.03 or equal.
4. All storm pipe shall be Class III Concrete or HDPE Double Wall AASHTO
M294 pipe laid in a fashion that ensures soil and water tightness. Pipe
over 12% grade
is corrugated aluminum pipe.
5. All catch basin shall have grouted flow lines installed in the box.
6. All outfall lines shall have a flaired end section( FES) at the end of pipe
and energy dissipating riprap. See details for further information.
EROSION CONTROL
PLAN APPROVED
Grading Permit Required
Prior To Land Disturbing
City of Winston-Salem
PERMIT NUMBER
rj+( WATER
SEWER
DATE
Approval of these water &sanitary
sewer plans does not
constitute approval for construction. Approval of construction
must be in formal written agreement. Failure to obtain such
agreement prior to beginning of construction will relieve the
City of any financial participation in this project whatsoever.
_ 038574
,''''////11111111111111\\\\
Not Use for Construction
Final Drawing -For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
015
iff
CLIENT /PREPARED FOR:
CORNUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
See Plan area for North Reference
DATE: 06.15.2017
DRAWN BY: TBC /ATC
❑ Preliminary -Do
JOB NO.: 17-201
REVISIONS:
SCALE: 1" = 40'
20 0 10 20 40 80
By:
Approval by the Utilities Director of the water and sewer
infrastructure depicted in these plans does not constitute SHEET TITLE:
approval for any other purpose than that set forth in Section
64 of the Water System Policy and Section 36 of the Sewer MERCIA-CARADCO PLAN &PROFILE
System Policy of the City/County Utility Commission. To the 9
+50 -END
extent other permits, licenses, permissions or the like must
be obtained to complete this project, such are specifically ©Beeson &Carter, P.A.
not granted by this approval and must be obtained by the
Developer and/or his designee. SHEET NO:
Water &Sewer
I ITII ITlrf, 1118 r1'T/'1 r'] flATr
C-2.2
830 0
rno °moo
o
00 o
CO O_ X) Co O
I I > N 11 �
ON C (1) > II > II
= O W Z N O Ea) Z
rgrnlYU � .-E
_j
rncn0�U
`m
> J
O 0)°b r_C:1 CD
�
820
+
Qmoo
� r II CZ6 E
o INSTALL THRU SMH 21 FOR FIRST
II > II
.o w z PHASE OF CONSTRUCTION
rAInIY-QJ
5p2°I°
JG �
8
L N r r
O LLO M M
O
UI�00 00
06
(.0wz
Q' N � J
810 Ll
0M�U
�Q
N �
=33.0 LF of 8" VC @4.56% _
G@3�5 L7
61.6 LF 36" RCP @0.81%
04 o VF a, pt @g.
800
-0+75 -0+50 -0+25 0+25 0+50 0+75 1+25 1+50 1+ 5 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 4+75
/Jo 33.0' of ' VC @ 4.56%
U�
v
v\�r
r`
SMH 22 \o
175.7 of 8" VC 5.02% I!iA �Z
�S .,.
20' Public San. Sewer EasementCA
MH 20
$'00 1 / o
� 1582' Sy �
0 180' 22
.15 /° fewer Easement
O7 �I
40.0' of I @ 0.75 0 —
4
0
g4 f 2().public San— LO PC:
RD
— PC: 0+40.00 �
la0
170' --
� NO RIRAP shall be placed in stream at utility
� crossing. Restore stream bed to natural grades �„ 1
with same materials excavated for pipe installation. � S SMH"24
15
21 FIREFLY RD
-2CB 20 \
m 7 oo PT: 1+00.00 `
B10 174' S CB 19
m /
'O d (f)
aOeEaserr\/nt
FES 8
alr
LID
oar � in N � �Qr 162
� 1 41 \� \
See Sht C-2.1 NEXT PHASE
OUTFALL FROM PHASE 2 TO PHASE 1 PLAN AND PROFILE
See Sht C-2.1
1 U
o
� N 0
BEESOA BCARTER, PA.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, INC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL:
O �
SS;,
U*UU ItUU LtUU StUU 4tUU
Station
Jtl
CO N CO 67 07 � 1- r O M O O 't O M M It M O O O
O O CO ti M � ti N M Ln O M P_ I!7 Lf) P_ M O M Co O
O N O r� Cfl M "I-lf> I-M DD O O � M O O O
(D i� u_ U' U' J_ (D (D U__— — — — = O � Lf) r 0 ILL� (Dr �\L � (� L\ r � L\L � � � d L — � Lr Ur L\ N Ur N Ur LN Ur LN Ur L\l N Ur M Ur L\l Ur Ur L\l Ur Ur J_ (D
w u_ U w ILL U w u_ U oo w Co 00 � co 00 � Co li U co J_ 00 u -U ao u -U ao u -U ao LL u -U co u- U ao LLU oo LL oo li U co Li- U oo li U co li w li U w u_ U w LL U w
C7 C7 C7 C7 U C7 C� �j C7 C7 C7 C7 C7 C7 b C7 b C7 bC7 C7 C7 C7
w� w u_ UJu-
w w w w w w w w w w w w w w w
2+QQ
3+00 4+00
IMPORTANT NOTES:
1. Vertical separation between water line and storm lines shall be a minimum
of 12". Vertical separation between sanitary sewer and storm lines shall
be a minimum of 24". See sections on sheet C-2.4 for additional
information on water line depths at storm pipes crossing the street.
2. All street basins are NCDOT 840.02 or equal. All pipe invert in/invert out
shall have a minimum of 0.10' difference across basins.
3. All Frames and Grates for street basins are NCDOT 840.03 or equal.
4. All storm pipe shall be Class III Concrete or HDPE Double Wall AASHTO
M294 pipe laid in a fashion that ensures soil and water tightness. Pipe
over 12% grade
is corrugated aluminum pipe.
5. All catch basin shall have grouted flow lines installed in the box.
6. All outfall lines shall have a flaired end section( FES) at the end of pipe
and energy dissipating riprap. See details for further information.
EROSION CONTROL
PLAN APPROVED
Grading Permit Required
Prior To Land Disturbing
City of Winston-Salem
PERMIT NUMBER
rj+( WATER
SEWER
DATE
Approval of these water &sanitary
sewer plans does not
constitute approval for construction. Approval of construction
must be in formal written agreement. Failure to obtain such
agreement prior to beginning of construction will relieve the
City of any financial participation in this project whatsoever.
_ 038574
,''''////11111111111111\\\\
Not Use for Construction
Final Drawing -For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
015
iff
CLIENT /PREPARED FOR:
CORNUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
See Plan area for North Reference
DATE: 06.15.2017
DRAWN BY: TBC /ATC
❑ Preliminary -Do
JOB NO.: 17-201
REVISIONS:
SCALE: 1" = 40'
20 0 10 20 40 80
By:
Approval by the Utilities Director of the water and sewer
infrastructure depicted in these plans does not constitute SHEET TITLE:
approval for any other purpose than that set forth in Section
64 of the Water System Policy and Section 36 of the Sewer MERCIA-CARADCO PLAN &PROFILE
System Policy of the City/County Utility Commission. To the 9
+50 -END
extent other permits, licenses, permissions or the like must
be obtained to complete this project, such are specifically ©Beeson &Carter, P.A.
not granted by this approval and must be obtained by the
Developer and/or his designee. SHEET NO:
Water &Sewer
I ITII ITlrf, 1118 r1'T/'1 r'] flATr
C-2.2
830 0
rno °moo
o
00 o
CO O_ X) Co O
I I > N 11 �
ON C (1) > II > II
= O W Z N O Ea) Z
rgrnlYU � .-E
_j
rncn0�U
`m
> J
O 0)°b r_C:1 CD
�
820
+
Qmoo
� r II CZ6 E
o INSTALL THRU SMH 21 FOR FIRST
II > II
.o w z PHASE OF CONSTRUCTION
rAInIY-QJ
5p2°I°
JG �
8
L N r r
O LLO M M
O
UI�00 00
06
(.0wz
Q' N � J
810 Ll
0M�U
�Q
N �
=33.0 LF of 8" VC @4.56% _
G@3�5 L7
61.6 LF 36" RCP @0.81%
04 o VF a, pt @g.
800
-0+75 -0+50 -0+25 0+25 0+50 0+75 1+25 1+50 1+ 5 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 4+75
U*UU ItUU LtUU StUU 4tUU
Station
Jtl
CO N CO 67 07 � 1- r O M O O 't O M M It M O O O
O O CO ti M � ti N M Ln O M P_ I!7 Lf) P_ M O M Co O
O N O r� Cfl M "I-lf> I-M DD O O � M O O O
(D i� u_ U' U' J_ (D (D U__— — — — = O � Lf) r 0 ILL� (Dr �\L � (� L\ r � L\L � � � d L — � Lr Ur L\ N Ur N Ur LN Ur LN Ur L\l N Ur M Ur L\l Ur Ur L\l Ur Ur J_ (D
w u_ U w ILL U w u_ U oo w Co 00 � co 00 � Co li U co J_ 00 u -U ao u -U ao u -U ao LL u -U co u- U ao LLU oo LL oo li U co Li- U oo li U co li w li U w u_ U w LL U w
C7 C7 C7 C7 U C7 C� �j C7 C7 C7 C7 C7 C7 b C7 b C7 bC7 C7 C7 C7
w� w u_ UJu-
w w w w w w w w w w w w w w w
2+QQ
3+00 4+00
IMPORTANT NOTES:
1. Vertical separation between water line and storm lines shall be a minimum
of 12". Vertical separation between sanitary sewer and storm lines shall
be a minimum of 24". See sections on sheet C-2.4 for additional
information on water line depths at storm pipes crossing the street.
2. All street basins are NCDOT 840.02 or equal. All pipe invert in/invert out
shall have a minimum of 0.10' difference across basins.
3. All Frames and Grates for street basins are NCDOT 840.03 or equal.
4. All storm pipe shall be Class III Concrete or HDPE Double Wall AASHTO
M294 pipe laid in a fashion that ensures soil and water tightness. Pipe
over 12% grade
is corrugated aluminum pipe.
5. All catch basin shall have grouted flow lines installed in the box.
6. All outfall lines shall have a flaired end section( FES) at the end of pipe
and energy dissipating riprap. See details for further information.
EROSION CONTROL
PLAN APPROVED
Grading Permit Required
Prior To Land Disturbing
City of Winston-Salem
PERMIT NUMBER
rj+( WATER
SEWER
DATE
Approval of these water &sanitary
sewer plans does not
constitute approval for construction. Approval of construction
must be in formal written agreement. Failure to obtain such
agreement prior to beginning of construction will relieve the
City of any financial participation in this project whatsoever.
_ 038574
,''''////11111111111111\\\\
Not Use for Construction
Final Drawing -For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
015
iff
CLIENT /PREPARED FOR:
CORNUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
See Plan area for North Reference
DATE: 06.15.2017
DRAWN BY: TBC /ATC
❑ Preliminary -Do
JOB NO.: 17-201
REVISIONS:
SCALE: 1" = 40'
20 0 10 20 40 80
By:
Approval by the Utilities Director of the water and sewer
infrastructure depicted in these plans does not constitute SHEET TITLE:
approval for any other purpose than that set forth in Section
64 of the Water System Policy and Section 36 of the Sewer MERCIA-CARADCO PLAN &PROFILE
System Policy of the City/County Utility Commission. To the 9
+50 -END
extent other permits, licenses, permissions or the like must
be obtained to complete this project, such are specifically ©Beeson &Carter, P.A.
not granted by this approval and must be obtained by the
Developer and/or his designee. SHEET NO:
Water &Sewer
I ITII ITlrf, 1118 r1'T/'1 r'] flATr
C-2.2
830 0
rno °moo
o
00 o
CO O_ X) Co O
I I > N 11 �
ON C (1) > II > II
= O W Z N O Ea) Z
rgrnlYU � .-E
_j
rncn0�U
`m
> J
O 0)°b r_C:1 CD
�
820
+
Qmoo
� r II CZ6 E
o INSTALL THRU SMH 21 FOR FIRST
II > II
.o w z PHASE OF CONSTRUCTION
rAInIY-QJ
5p2°I°
JG �
8
L N r r
O LLO M M
O
UI�00 00
06
(.0wz
Q' N � J
810 Ll
0M�U
�Q
N �
=33.0 LF of 8" VC @4.56% _
G@3�5 L7
61.6 LF 36" RCP @0.81%
04 o VF a, pt @g.
800
-0+75 -0+50 -0+25 0+25 0+50 0+75 1+25 1+50 1+ 5 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 4+75
2+QQ
3+00 4+00
IMPORTANT NOTES:
1. Vertical separation between water line and storm lines shall be a minimum
of 12". Vertical separation between sanitary sewer and storm lines shall
be a minimum of 24". See sections on sheet C-2.4 for additional
information on water line depths at storm pipes crossing the street.
2. All street basins are NCDOT 840.02 or equal. All pipe invert in/invert out
shall have a minimum of 0.10' difference across basins.
3. All Frames and Grates for street basins are NCDOT 840.03 or equal.
4. All storm pipe shall be Class III Concrete or HDPE Double Wall AASHTO
M294 pipe laid in a fashion that ensures soil and water tightness. Pipe
over 12% grade
is corrugated aluminum pipe.
5. All catch basin shall have grouted flow lines installed in the box.
6. All outfall lines shall have a flaired end section( FES) at the end of pipe
and energy dissipating riprap. See details for further information.
EROSION CONTROL
PLAN APPROVED
Grading Permit Required
Prior To Land Disturbing
City of Winston-Salem
PERMIT NUMBER
rj+( WATER
SEWER
DATE
Approval of these water &sanitary
sewer plans does not
constitute approval for construction. Approval of construction
must be in formal written agreement. Failure to obtain such
agreement prior to beginning of construction will relieve the
City of any financial participation in this project whatsoever.
_ 038574
,''''////11111111111111\\\\
Not Use for Construction
Final Drawing -For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
015
iff
CLIENT /PREPARED FOR:
CORNUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
See Plan area for North Reference
DATE: 06.15.2017
DRAWN BY: TBC /ATC
❑ Preliminary -Do
JOB NO.: 17-201
REVISIONS:
SCALE: 1" = 40'
20 0 10 20 40 80
By:
Approval by the Utilities Director of the water and sewer
infrastructure depicted in these plans does not constitute SHEET TITLE:
approval for any other purpose than that set forth in Section
64 of the Water System Policy and Section 36 of the Sewer MERCIA-CARADCO PLAN &PROFILE
System Policy of the City/County Utility Commission. To the 9
+50 -END
extent other permits, licenses, permissions or the like must
be obtained to complete this project, such are specifically ©Beeson &Carter, P.A.
not granted by this approval and must be obtained by the
Developer and/or his designee. SHEET NO:
Water &Sewer
I ITII ITlrf, 1118 r1'T/'1 r'] flATr
C-2.2
830 0
rno °moo
o
00 o
CO O_ X) Co O
I I > N 11 �
ON C (1) > II > II
= O W Z N O Ea) Z
rgrnlYU � .-E
_j
rncn0�U
`m
> J
O 0)°b r_C:1 CD
�
820
+
Qmoo
� r II CZ6 E
o INSTALL THRU SMH 21 FOR FIRST
II > II
.o w z PHASE OF CONSTRUCTION
rAInIY-QJ
5p2°I°
JG �
8
L N r r
O LLO M M
O
UI�00 00
06
(.0wz
Q' N � J
810 Ll
0M�U
�Q
N �
=33.0 LF of 8" VC @4.56% _
G@3�5 L7
61.6 LF 36" RCP @0.81%
04 o VF a, pt @g.
800
-0+75 -0+50 -0+25 0+25 0+50 0+75 1+25 1+50 1+ 5 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 4+75
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
See Plan area for North Reference
DATE: 06.15.2017
DRAWN BY: TBC /ATC
❑ Preliminary -Do
JOB NO.: 17-201
REVISIONS:
SCALE: 1" = 40'
20 0 10 20 40 80
By:
Approval by the Utilities Director of the water and sewer
infrastructure depicted in these plans does not constitute SHEET TITLE:
approval for any other purpose than that set forth in Section
64 of the Water System Policy and Section 36 of the Sewer MERCIA-CARADCO PLAN &PROFILE
System Policy of the City/County Utility Commission. To the 9
+50 -END
extent other permits, licenses, permissions or the like must
be obtained to complete this project, such are specifically ©Beeson &Carter, P.A.
not granted by this approval and must be obtained by the
Developer and/or his designee. SHEET NO:
Water &Sewer
I ITII ITlrf, 1118 r1'T/'1 r'] flATr
C-2.2
830 0
rno °moo
o
00 o
CO O_ X) Co O
I I > N 11 �
ON C (1) > II > II
= O W Z N O Ea) Z
rgrnlYU � .-E
_j
rncn0�U
`m
> J
O 0)°b r_C:1 CD
�
820
+
Qmoo
� r II CZ6 E
o INSTALL THRU SMH 21 FOR FIRST
II > II
.o w z PHASE OF CONSTRUCTION
rAInIY-QJ
5p2°I°
JG �
8
L N r r
O LLO M M
O
UI�00 00
06
(.0wz
Q' N � J
810 Ll
0M�U
�Q
N �
=33.0 LF of 8" VC @4.56% _
G@3�5 L7
61.6 LF 36" RCP @0.81%
04 o VF a, pt @g.
800
-0+75 -0+50 -0+25 0+25 0+50 0+75 1+25 1+50 1+ 5 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 4+75

ILL]
1
NMI
1
:11
See Sht C-2.3
m'
C�f.
a �.
NCn
1101. dN C� 'S' \
I-13 �Olia
I m
%CLUSTER MAILBOX UNIT;
I O m SEE DETAILS C-2.9
o
o y \
CO) m
Outlet Protection
MERCIA-CARADCO Class B Riprap
10'Lx8'Wx1.5
BP: 0+00.00 '
I REMOVE EXISTING PAVEMENT WINGS AFTER FE 2 Nn
CL -CL MONARCH WAY
PAVING OF PROPOSED STREET IS COMPLETED.
STA: 0+00.00 N
0
-o
G
v
Outlet Protecti n
o Class B Riprap
G 10'Lx8'Wx1.5'D
O m
w FE 3 w
NN N
d
o 14'
\ \ 71
\ <<SS
S SMH 13
\ 59.3' of 15" RCP @ 1.00°/ <<Sg
\ 24.5' of 15" RCP 1.00%
moo, U
\ ° ,
N o @C3I <<Ss CB 8
\e�� ,
10'x70' S.E. f „SIC
>qN 161, o
CB 71
5
SCALE: 1" = 40'
PVI STA: 3+60.58 -
K: 30.00
co co
N LC)
PVI ELEV: 814.33 -
LVC: 262.68I
E
O
LOW PT. STA:
K: 30.00
It
M
N
7u
O
811.10
N
co
m
00
N Lo O7
Lr) co(9
STA: 9+18.56, -12.25' L +
CL INV: 814.85 .
co
C i
HIGH PT ELEV: 813.84
rn
+
-
00
LO
N
Lu
M
I
U
0
�
>
m
ci
m
W
I I
N 't
O) CO r�
a:
c
O r_
�
(9 �
I-
Lr) M
U LO
ILL
L\
Outlet Protection
a0 O
t` � .4
(n -
m 00
M
O �
O M
m
Out,
t, rotection
MERCIA-CARADCO
07 O
O) � C
TOC @ BOC: 818.38'
Class B Riprap
U u1
M� �
M � �
co p �
2
C,as
B Riprap
PT: 5+42.67
N N
O
N N
O
10'Lx8'Wx1.5'D
N
N -
O
61.8'o 36"RCP 0.81%
@
26.8 LF RCP [CB11-CB12] @1.00%,
� � -
0
10'Lx8'Wx1.5'D
� O
O
O
� O
O
ti
N O
FES 4
M M�
61.8'o 36" RCP @ 0.81%
Lr)
O O
ti ao
>
FES 5
C7
W
CD (D
W U W
0 CD
W (� W
U_ O
W () co
35.1' of 15" RCP @ 1.00 0
O O
m 00
1
O
0o c0
30.1' of 15" RCP @ 1.00%
[1
0
N
i O
co ao
I
O -
00 00
O r
00 00
r i r
00 e0
r -
00 00
- r
00 00
- r
00 00
40.0' 8" DI @ 0.75%
r i r
00 m
10' Utility Easement
r r
m 00
r i r
00 ao
r
00 ao
66_
r
00 00
r
co 00
r
0o co
95'
r
00 ao
r i -
co 00
125'
-
00 00
90'
-
m 00
1
65'
228.8' of 8" VC @ 0.75%
«SS «SS
- -
co ao
SS <[I-
- -
00 00
SMH 14
S
212.0' of
' VC 5.61%
@
d
d CD
0, U C7
C7 U C�
d U C7
<<SS «SS «SS
C� U C7
«SS
27.00 [B-B]o
CB 10
C� U C7
C� U C�
C� U C7
26.8' of 1 "RCP @ 1.00%
'
C� U C7
N
B 12
C� �j C7
C� C�
C� U C7
C� U C�
C� U L7
CARADC ROA o
C� U C7
N\
co
o%
ti
.+
C� �j C7
h 50' Publi R/W I+
CD �j C7
--- U
' CL -CL MERCIA-CARADCO m O 36'
m
STA: 3+50.35 rn \ 66'
\ O
O (P
53.4' of 36 RCP @ 1.17% / �6 `'� 5 SMH 4 \ n.
FES 1 53.3' of 3 "RCP @ 1.17% 80.2' of 15" RCP @ 1.00% / 10� \ / A MERCIA CARADCO
Outlet Protection Eaaemen 8 2p6ss�� p0 / PC: 4+67.67
Class B Riprap MERCIA-CARADCO vtiSLy „�C oC \ 0� w
d s N 1 Std. Hyd.
I10'L x 8'W x 1.5'D PC: 1+07.67 24.9' of 15" RCP @ 1.00% 1 11x2 °f + p+1°/ 1 6" Hyd Tee
1 - 6" Gate Valve
s O o r 1- 6" x 6" Cross
O
g0. CSL] 0 3 - 6" Gate Valves MERCIA-CARADCO Sta: 5+75.00
Ex 6 �A 12.3 of 15" RCP @ 1.41°x/6 11 5 B 4 M�� V b EL o MERCIA-CARADCO Sta: 3+67.85 Offset: 25.00'
City pro water off,, I CB 2 SS'' 10 5 m Offset: 17.50'
M J # 11584 SMH 12 uC @ 7q
cB 6 17
5 66 3' of $ - S.E
M �
CB 3
27.00, LB -B11 �� N CB \
/ G ok5� 23 24.5' 1 � RC
@ .00% 18
24.5' of 15" RC @ 1. 0% Cp se \
_ 23 Cop
Proposed �
Sidewalk �x 6" DI Water A\
FH c'l
rn _ 5$/
o �O ° Proposed 6" DI Water
I6 10' Utilit Easement
Field Locate Plug. Remove
and Connect Proposed 6" DI
Water with MJ Sleeve. o
U
See Details for Stream
I �
Crossing on C-4.0 and 4.1
I
M Cl?
r` r`
M O
+ 00
O .
. u]
> 0>0
m
ox 6 DI WATER,_
ROJ #11854
FIELD LOCATE EXISTING PLUG; REMOVE AND
CONNECT PROPOSED 6" DI WATER WITH MJ SLEEVE
AND 45° VERTICAL MJ BENDS TO EXTEND PIPE UNDER
STREAM WITH MIN. OF 1.0' SEPARATION WITH RCP
790
-1+00 -0+75 -0+50
PVI STA: 0+97.82
PVI ELEV: 805.80
K: 21.00
LVC: 120.87
LOW PT. STA: 0+90.09 N m
LOW PT ELEV: 806.66 00 o
+ 00
C 3 2; Type E Grate � W
STA: 0+90.09, -12.25' L
CL INV: 802.55'
TOC @ BOC: 806.66'
INLET: 806.07'
�G
CB 1; Type E Grate
STA: 0+90.09,12.25'R
CL INV: 803.41'
TOC @ BOC: 806.66'
INLET: 806.07'
0+50 0+
MERCIA-CARADCO 00
� v
PT: 2+17.67 O 2 rn
54 Z
\%� \
See Sht C-2.3
�- MERCIA CT - CARADCO RD 0+00 - 9+50 PLAN AND PROFILE �I-
CB 4; Type F Grate
STA: 2+35.35, -12.25' L
CL INV: 806.80 CB 3; Type G Grate
TOC @ BOC: 810.26' STA: 2+39.51, 12.25'
INLET: 809.68' CL INV: 807.15
TOC @ BOC: 810.40'
INLET: 809.82'
Rt EG
66.3 LF w VC /
@ 1.00
R
SCALE: 1" = 40'
PVI STA: 3+60.58 -
K: 30.00
co co
N LC)
PVI ELEV: 814.33 -
LVC: 262.68I
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I
LOW PT. STA:
K: 30.00
It
M
N
LVC: 127.38 -
811.10
N
HIGH PT. STA: 3+94.27
00
N Lo O7
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STA: 9+18.56, -12.25' L +
CL INV: 814.85 .
co
C i
HIGH PT ELEV: 813.84
rn
+
-
00
LO
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TOC @ BOC: 819.16' U
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CL INV: 815.05
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TOC @ BOC: 818.38'
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N N
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LF RCP [CB3-CB4] @1.00%
114.2 LF
C' @2.06
SMH 12; Type I Ring & Cover
STA: 1+45.72, -17.35L SMH 11; Type I Ring & Cover
RIM EL: 807.46 STA: 2+18.69, -17.55L
CL INV: 801.67 RIM EL: 809.80
I I CL INV: 801.01
iQI&.�K&II�fm
2+37 2+50 2+
LO
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SMH 4; Type I Ring & Cover
STA: 3+32.87, -17.57L
RIM EL: 813.29
CL INV: 798.66
N CD
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N
� 00
W
> W
W
L
CB 8; Type G Grate
STA: 4+65.56, -12.25' L
CL INV: 809.70
TOC @ BOC: 813.28'
INLET: 812.70'
176 VC @0.75%
396 LF CLASS "C" BEDDING
3+
Proposed 6" DI Water
CB 9 � CB�1
coO
(U
co 96 - 127' - - yo 39'
� \ 0 10' Utility Easement 55'
00
�\ 1 - Std. Hyd.
Sec: 7+51.60 1 - 6" Hyd Tee
0) 1 - 6" Gate Valve Sec: 9+13.10
o MERCIA-CARADCO Sta: 9+00.00 I
Offset: 25.00' MERCIA-CARADCO
T \
PC: 9+36.28
See Details for Stream nCn
' I
Crossing on C-4.0 and 4.1
14 13
1 I I
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I4��t7_ -/ r33.0' of 8" VC @ 4.56°0 /
CB 9; Type E Grate
STA: 6+98.66,12.25'R
CL INV: 807.60'
TOC @ BOC: 811.10'
-IN LET: 810.52'
CB 10; Type E Grate
CB 7; Type F Grate STA: 6+98.66, -12.25' L
STA: 4+65.08,12.25'R CL INV: 807.59'
CL INV: 810.04 TOC @ BOC: 811.10'
TOC @ BOC: 813.28' INLET: 810.52'
INLET: 812.70'
Rt Rt
Rt
-1.00% t Rt
Rt
Lt EG EG
SMH 13; Type I Ring & Cover
STA: 5+05.16, -21.50L
RIM EL: 813.04
CL INV: 799.98
4+654+
5+
6" DI Water
USE 45° VERTICAL MJ BENDS TO EXTEND PIPE UNDER
STREAM WITH MIN. OF 1.0' SEPARATION WITH RCP
228.8 LF 8" VC @0.75
6+50 6+
Station
40.0 LF of 8" DI @0.75%
PVI STA: 8+00.00
PVI ELEV: 809.93
SCALE: 1" = 40'
K: 30.00
co co
N LC)
co Ln
COO
LVC: 262.68I
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LOW PT. STA:
6+98.66
It
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LOW PT ELEV:
811.10
CB 12; Type F Grate
o
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STA: 9+18.56, -12.25' L +
CL INV: 814.85 .
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INLET: 818.57' >
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STA: 9+07.63, 12.25' R
ILL
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TOC @ BOC: 818.38'
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INLET: 817.79'
N N
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26.8 LF RCP [CB11-CB12] @1.00%,
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VERTICAL SCALE: 1" = 4'
2 0 1 2 4 8
7+75 8+100 8+25 8+50 8+75 9+100 9+13
0+00
1+00
IMPORTANT NOTES:
1. Vertical separation between water line and storm lines shall be a minimum
of 12". Vertical separation between sanitary sewer and storm lines shall
be a minimum of 24". See sections on sheet C-2.4 for additional
information on water line depths at storm pipes crossing the street.
2. All street basins are NCDOT 840.02 or equal. All pipe invert in/invert out
shall have a minimum of 0.10' difference across basins.
3. All Frames and Grates for street basins are NCDOT 840.03 or equal.
4. All storm pipe shall be Class III Concrete or HDPE Double Wall AASHTO
M294 pipe laid in a fashion that ensures soil and water tightness. Pipe
over 12% grade is corrugated aluminum pipe.
5. All catch basin shall have grouted flow lines installed in the box.
6. All outfall lines shall have a flaired end section( FES) at the end of pipe
and energy dissipating riprap. See details for further information.
2+00
3+00
4+00
5+00
6+00
7+00
BEESOR &CARTER, PR.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL:
s•,o 0��2''.
038574
�116120V
1/ ••. NG I N E� .••���```
�.
❑ Preliminary - Do Not Use for Construction
X Final Drawing - For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
SCALE: 1" = 40'
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0+00
1+00
IMPORTANT NOTES:
1. Vertical separation between water line and storm lines shall be a minimum
of 12". Vertical separation between sanitary sewer and storm lines shall
be a minimum of 24". See sections on sheet C-2.4 for additional
information on water line depths at storm pipes crossing the street.
2. All street basins are NCDOT 840.02 or equal. All pipe invert in/invert out
shall have a minimum of 0.10' difference across basins.
3. All Frames and Grates for street basins are NCDOT 840.03 or equal.
4. All storm pipe shall be Class III Concrete or HDPE Double Wall AASHTO
M294 pipe laid in a fashion that ensures soil and water tightness. Pipe
over 12% grade is corrugated aluminum pipe.
5. All catch basin shall have grouted flow lines installed in the box.
6. All outfall lines shall have a flaired end section( FES) at the end of pipe
and energy dissipating riprap. See details for further information.
2+00
3+00
4+00
5+00
6+00
7+00
BEESOR &CARTER, PR.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL:
s•,o 0��2''.
038574
�116120V
1/ ••. NG I N E� .••���```
�.
❑ Preliminary - Do Not Use for Construction
X Final Drawing - For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
See Plan area for North Reference
EROSION CONTROL
PLAN APPROVED
DATE: 06.15.2017
Grading Permit Required DRAWN BY: TBC / ATC
Prior To Land Disturbing JOB NO.: 17-201
City of Winston-Salem REVISIONS:
PERMIT NUMBER
WATER
SEWER
DATE
Approval of these water & sanitary sewer plans does not
constitute approval for construction. Approval of construction
IT be in formal written agreement. Failure to obtain such
agreement prior to beginning of construction will relieve the
City of any financial participation in this project whatsoever.
SCALE: 1" = 40'
W
40 80
By:
w
O
O
n/
infrastructure depicted in these plans does not constitute
U
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MERCIA-CARADCO PLAN & PROFILE
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0+00-9+50
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Developer and/or his designee.
SHEET NO:
U
Water & Sewer
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C
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CLIENT / PREPARED FOR:
CORVUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd,
Suite
C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
See Plan area for North Reference
EROSION CONTROL
PLAN APPROVED
DATE: 06.15.2017
Grading Permit Required DRAWN BY: TBC / ATC
Prior To Land Disturbing JOB NO.: 17-201
City of Winston-Salem REVISIONS:
PERMIT NUMBER
WATER
SEWER
DATE
Approval of these water & sanitary sewer plans does not
constitute approval for construction. Approval of construction
IT be in formal written agreement. Failure to obtain such
agreement prior to beginning of construction will relieve the
City of any financial participation in this project whatsoever.
SCALE: 1" = 40'
20 0 10 20
40 80
By:
Approval by the Utilities Director of the water and sewer
infrastructure depicted in these plans does not constitute
SHEET TITLE:
approval for any other purpose than that set forth in Section
64 of the Water System Policy and Section 36 of the Sewer
MERCIA-CARADCO PLAN & PROFILE
System Policy of the City/County Utility Commission. To the
0+00-9+50
extent other permits, licenses, permissions or the like must
be obtained to complete this project, such are specifically
© Beeson & Carter, P.A.
not granted by this approval and must be obtained by the
Developer and/or his designee.
SHEET NO:
Water & Sewer
C-2.1
UTILITIES DIRECTOR DATE

zo
W
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co
CQQ°rQua'%Ai
S89°25'40"E i 1221.24'
PL @ FIREFLY RD D 50 \ \
STATION=3+35.15
OFFSET=0.00 s \ o \ \
NORTH ING=872574.63
46 �
FASTING=1595498.39 � \
42 43 44 45
\ SMH
51 \
Co
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SMH�
_ _
� PT @MERCIA-CARADCO / / 1
C> MONAR WAY
ubricoff- _ o STATION=1+07.67
rnl 5R/W ao L8 r� �I 0 52 OFFSET -0.00 \ FH
NORTHING=872285.94
o EASTING-1595864.32 s35°14.021,E/ co
/ 50.00'/
\ 32 31 O 53
33 INTERSECTION @ MONARCH WAY 29 \ PL @ MERCIA-CARADCO
STATION=3+70.00 55 STATION=0+57.67
4411.,,��.0)_OFFSET=0.00
OFFSET=0.00 /
Gj s NORTH ING=872314.42
NORTH ING=872270.73 .^ ' o° \
EASTING=1595427.00 PQ % °�. \ Q�Q" �Cli o� EASTING-1595905.41
27 oQJ
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61
26 20 SON R o01
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1
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M
Line Table: Alignments
Line #
Length
Direction
L1
107.67
S55° 16'39"W
L2
250.00
S23° 45' 54"W
L3
393.61
S45° 15'03"W
L4
150.75
S63° 21' 56"W
L5
175.00
N54° 46' 33"W
L6
255.00
N66° 14'06"W
L7
220.00
N51' 54'40"W
L8
670.00
N89° 09' 12"W
L9
149.64
N 11' 12'45"W
L10
100.00
N38° 26'38"E
L11
200.00
N38° 05'20"E
L12
190.00
N55° 16'39"E
L13
140.21
S41 ° 29' 43"W
L14
266.28
S78° 01' 53"W
L15
222.17
N44° 44' 57"W
L16
32.92
S55° 05' 17"W
L17
193.23
N37° 18'36"W
Curve Table: Alignments
Curve #
Radius
Arc Length
Chord Direction
Chord Length
C1
200.00'
110.00'
S39° 31'16"W
108.62'
C2
200.00'
75.00'
S34° 30'28"W
74.56'
C3
200.00'
63.23'
S54° 18'29"W
62.97'
C4
352.00'
99.74'
S55° 14'53"W
99.41'
C5
500.00'
100.00'
N60° 30'20"W
99.83'
C6
400.00'
100.00'
N59° 04'23"W
99.74'
C7
200.00'
130.00'
N70° 31' 56"W
127.72'
C8
150.00'
130.00'
N13' 36'57"E
125.97'
C9
200.00'
60.00'
N46° 41'00"E
59.78'
BEESOR &CARTER, PR.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
SEAL:
0 � �ss•,00��2''.
038574
8/16/2017
� '•ANG I N E��•'�Q-�``:
❑ Preliminary - Do Not Use for Construction
X Final Drawing - For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
CLIENT / PREPARED FOR:
CORVUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
N
S
NC Grid - NAD83 (2011)
DATE: 06.15.2017
DRAWN BY: TBC / ATC
JOB NO.: 17-201
REVISIONS:
SCALE: 1" = 80'
E
40 0 20 40 80 160
SHEET TITLE:
SITE ALIGNMENT DATA
© Beeson & Carter, P.A.
SHEET NO:
C-2.0
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CLIENT / PREPARED FOR:
CORVUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
N
S
NC Grid - NAD83 (2011)
DATE: 06.15.2017
DRAWN BY: TBC / ATC
JOB NO.: 17-201
REVISIONS:
SCALE: 1" = 80'
E
40 0 20 40 80 160
SHEET TITLE:
SITE ALIGNMENT DATA
© Beeson & Carter, P.A.
SHEET NO:
C-2.0

' I \ , \ F � IMPORTANT NOTES: LOCATION MAP NOT TO SCALE
(PIN)5897-43-6847.00 / I I I o I �s \ \ \ o \ \ uo \ \ (PIN)5897-52-5883.00 -� 1. NOT A BOUNDARY SURVEY. Boundary shown is complied
�(PIN 9/ / Block 4634, Lot 031 M 5897-42-4616.00 O / / o / I Co I I \ \ \ \ \ \ \ \ I \ Block 4634H, Lot 0006 \ / V from a combination Of previous survey by Coe Foresty & R
Block 4689, Lot 040 � � Beroth, Mary S ( 0 rn o \ 1) � o,
o Crow Hill Homeowners Assoc v d
Ritenour, Scott R / / 00 \ ' Deed Bk 002928, Pg 00370 Surveying dated Aug. 2, 2016, Plat Book 25, Page 134 and
Ritenour, Theresa R 1 \ Stub street for / la
Deed Bk 001868, Pg 03598 S89°25'40"E i 1221.24' future connection I \Y Y Plat Book 54, Page 175.
98' 15 ' 80' _$1. \ r\ / 2. This is a preliminary site plan. Stormwater controls, building
\ / / 81 / 1 \ 81' 80' 179' 171'
� \ / / 1 �- - footprints and general site conditions may change upon final o
DI t \ / / \ coM N 1 \ \ \ / Mt. Salem Rd.
w water perFC76 \ / / / \ Lu uJ. \ \ \ 49 I \\ \ engineering and building design. Permitting Is required prior to g
E / / / / I I to Q 1
f h patty Bridal
IL-AST/L ° Q 50 \ � / / construction.
60' p 20, � ' � y w _ I \ � J Ln. Ridge °
w Public mqa� / = 14268 ±SQ FT �s \ \ \
ubf;c \ Easem wt / / 2 mL� ( / ° �'Q ' 3. This ma is a compilation of information from survey, deeds, Dr. CL
p r -� / / / / a a \ 0.328 ±ACRES 18070 ±SQ FT \ \ \ \ p P Y
199 0.415 ±ACRES 001 s9° \ a / county tax information, structures and topographic information oL walla
�,` furnished by the Forsyth County GIS.
�\ 88p �, 16396 ±SQ FT / �) co Co/ F
- i� c°j g 10 Dartmoor S
` � \ 40 CON / 1 ` I _ z1s' ; \ \ Z 4. Existingutilities shown are scaled from record drawingprovided
"a 0.376 ±ACRES -' 1 3 B �' �� Mercia Ct
a SMH \ \� by Forsyth County/City of Winston Salem utility record files.. °P�
14192 ±sQ FT a 41 42 43 / 44 I 45 i 46 � 'cy0.326 ±ACRES 1536Q FT I \ 5. This site is located in the Muddy Creek watershed. SITE Wessex Rd.
15231 ±SQ FT 15263 ±SQ FT I 15294 ±SQ FT 15326 ±SQ FT 15358 ±SQ FT \ °
15402 ±SQ FT 0.353 ±ACRES 18 51 \ 6. Site has NO FEMA designated flood area. a°
\ \ \ 0 I 0.350 ±ACRES 0.350 ±ACRES 0.351 ±ACRES 0.352 ±ACRES 0.353 ±ACRES 0.354 ±ACRES J I u \ \ /� g para
LD PL 28521 ±SQ FT �ce 31 12 ' 17863 ±SQ FT �� \ \ oho O°� \ ( 7. This site has less than 2 lots per acre as shown. State �a
0.655 +ACRES 5 sidewalk (one side) a 0.410 +ACRES o. O. 2 I r
\ \ _ (0 - , 6,a \ ,o \� \ // / stormwater rules shall apply for this site. Sp1CeW°°dD
/ 10' Utility Public Easement 10 �- A
a / I ' ��\ w SMH _ I 8. The connection to Palo Verde Drive has not been attempted
8 3
14885±sQ FT c Prop 20'Drainag E \\°3� \ `�� \ \ \ due to topography and a stream crossing. The proposed
c \ \ ��� �� MO ARCH WAY (775 LF) MH 9 Pro SMH !' 0.330 ±ACRES 19 asement ax \ v �� \ residential subdivision has two proposed stream crossings to TYPICAL LOT LAYOUT -RS9
37 N o 5o P bile
RP ��o _ p 6" tDI water & 8° VC Sewer \ a connect Mercia Court to Caradco Road. The connection to
1 �0 52 �� \ \ / �� \ 65 Minimum Frontage (c� Building Line
a \ aso - 24533 ±SQ FT -^ �^ M o C 2a 60 Castillo Road has not been attempted due to proximity to the
-� N 0.563 ±ACRES 860 so' 80' 13r SMH 7 0 + F° corner Of this site.
° 14208 _SQ FT /
0 326 ±ACRES as \
N J m \ �- 10' Utility Public Easement "- UI \ -
v t N-- o� - M z1 �m 25520±SQ FT S35°1
°� m o ^ � � S 12 /
m 0 0.586 ±ACRES 4 .U(y 10' Public Utility Easement
= m �850 860 h e 7 m 50.00' ` \ / /
31 30�pc 46, Q o tic VA 20' Front S/B from R/W
e 33 w 29 CB za. 53 ^ e r46, c6 2
amYo So \
\ / 10' Side S/B
/ /SI \ �\ 36 35 134 0 32 E 12258 ±SQ FT 12346 ±SQ FT �a�m + Q \
2° I 15505 _SQ FT M 0.283 ±ACRES MH 6 13764 _SQ FT o O /
/ ^\ 38152 +SQ FT 15966 +SQ FT 17082 ±SQ FT 16864 ±SQ FT 0.281 +ACRES r 11747 +SQ FT m
° Q Q- 55 q Tem orar Paved win s behind 54'
0.356 ±ACRES - - 0.316 ±ACRES �` y g
E 0.387 ±ACRES w 0.270 ±ACRES sT p
0.876
-ACRES 0.367 ±ACRES; N 0.392 ±ACRES �0 1 curb to be removed upon I / OPEN AREA Proposed
v �S �o• Q 11475 ±SQ FT �' 9 - I w I Bldg.
eo / �' w \ 3 _ RE connection o proposed street. \ 2600 SF
\\\ _� p' o~ (, °'s° �� fw rr Envelope
Buffer `" 6 °A '�f 0 26 +AC S 9 % 162-4376.00I- o
�\ o / Z y \� / / (PIN)5897 /
\�\J N \ \�\ O/� ebb° a �� j 0� \ / Block Hill Ho Lot OOOA 0 18' Drive y N
4 0 F i 7 O _� / n
/ � - ! df a q � - - / / Crow Hill Homeowners As
��Pl v 12056 ±SQ FT , �1' e'cP Sebe S , O Ol \ \ I Deed Bk 002928, Pg 00370 t ss�- 10' Side S/B
4 0 o Pt p 2c v 8. Of N H 11 Li / \ /fie
a` eme 1 0.277 ±ACRES
5a Ati �o, �S 43 c se O �a o 25156 ±SQ FT
��\ To \ o \ 850 age r� �� a L �X• to1 Proposed BUA
PIN 5897- 2 2173.00 i 840 __ \\may/--� Ao feguffer a \, Cc2a /i �' �o PO �� Hca 19 f'iy X00 12525 ±SQ FT �� ` 0.577 ±ACRES p9 -� \ GtCJP \ Home: 2,600 SF
-( ) �a \/� I I� \ d \ \ 20 �t�Cj� 27 o O .o as O o o 'G 6 / /
Block 4689, Lot 042E / -\� `Mj�� I �� ( QtOp ► �� ° QJo� G a � 0.288 ±ACRES m JQ Cay / / gS'' //� Drives, SW & Patio: 1200 SF
`Todd, William D 15203 ±SQ FT 13836 ±SQ FT has o ^ O o \ �j ! _ �\ // j TOTAL: 3,800 SF
-Todd, Dianne a \ cy \ �� 6 0.349 +ACRES o QQ° 0.318 ±ACRES
OLD P - . �
':-:DB 001235, Pg 01394 \ / / o �r qR h V ho' / - WaY
1 30' o .` J ` t8 Cy ?�"Or .2Tq, 40' Green
G
c _ 149.75' S88°53'46"\/V \. \ -� / 26 840 0
s 20 SSS S , vb�� SSSS oc� 0 \ LINE LEGEND
to eo, asem / \\
� N1 °56'29"E 8q 17228 +SQ FT ^ 2e. 24075 +SQ FT nt ss Sew
\ r -��\\ - 13153 ±SQ FT o` M - �\ MH 20' SandaN� 463.05' Line Surveyed
PIN 5897-42-5008.00 co 14.11' 9 e N87°09'5T E / / -- -
!( ) \ I \\ / \ \ 7gS 0.395 tACRES 0.302 +ACRES e� MH 4 \ 0.553 ±ACRES _ Line by Deed
Block 4689, Lot 063 , � ° \ \ v � -- et 24 ,o - a5 '�-
\ Dugglns, Richard \ \ o - I \ e� >l� \ 1 \ / w _ 9e� SOA 8 Line Not Surveyed
--
Deed Bk Karen c° cA \ \ $ JG 2p Ord/ 0g Saco 18 , `�a O \��/�/ �� j // / //j / / _ - - - - - - - Tie Line
Deed Bk 002720, Pg 03472 \ \ / \ \ `et& oa92, 0 14472 ±SQ FT o I
\ Stream
0.332 ±ACRES
\\ \ m \ 6 14496 ±SQ FT Easement Line
\\ 25 toQ
0.333 ±ACRES 2'�
\ Easement CL
\ LO a\ \\\\ \ / 35062 ±SQ FT e o s \ \ /
OPEN SPACE \ 2 0.805 ±ACRES 22 \o, g �Ci 17 S'� As
2 � � ne � % / / / / j �/ � � � / / // �- _- - - w - - - Right -Of -Way
\ 0 1 CB7 O3 / / Water Main
53241 ±SO FT \ \ �/ �` Q' � 13764+sQ FT � �^� / � / /
- SMH 2 ss»
\ \ 9 O S , T r'o, 13050 +SQ FT Q `� O 8 a� 22249 +SQ FT c / � / / / / / / / / � - Sanitary Sewer Main
\\ \ \ 1.222 ±ACRES \\ �i� 0.300 +ACRES - o / / / / / _
\ \ (II \ \\ \ \ \ E sd r _ Q 2 0.316 +ACRESoce v, Stub street for
� � o o a � Es 3 g2, future connection / / / / / /
' _\ � \ � \ \� 0.511 ±ACRES / _
/ / / �A� Gas Main
N ° \ I I 1 / \ \ 1 24 m s 0 13 "o ` / / / I ( PH Telephone
\ \ o° Y N 1 I \\ \ O w 23 5 �p r 1 I
° � 20, DI_- Ditch Line
26785 ±SQ FT m 17786 ±SQ F�6d 16 �o $�O Oraoa 2y3 �p� I 1 l I \
eo gee 0.615 ±ACRES o 0.408 ±ACRES s�o3 SMH 2 5 17059 ±SQ FT ® e�caSe �a -o of Overhead Electrical
0.392 ±ACRES he �
18124 ±SQ FT °f
°p o / _J 0.416±ACRES SYMBOL LEGEND
\ \ \ \n (PIN)5897 41-8824.00\ \N1 Negative Access p H 21 ac` ��1 / / F \ \' \\ \
\\\ \ g \M\\� O �� c� ao / �/ \ \ \\\� \ �\ \ \\ \\ • Pt. Calculated Point (As Shown)
Block 4689, Lot 0663 \ Palo Verde Court'\ \\ 6R\ ` I O Buffer 15 \ as a �0 / \
Lardin, WilliamA - o' �� OPOQ� aea� 5 '�S CoQ° / / \\ \ \\ \ \ \\ \ N' \ \ \\ 0 IPS Iron Pin Set (3/4" conduit)
A Deed Bk 003003, Pg 00883 Arc: 116.49', R: 50.00' \ h t Top °t Bank f 16674 ±SQ FT Qo OQ \ 1 \ ��\\ \ \ \ \ M \ \
opOP \ j I N65°00'24"W, CH: 91.87 6 \\ °e�30' Buffer from . _ °2 0.383 ±ACRES �� Op, ° Q 0 - et t°KI\ / // \ \ \ IP Existing Iron Pipe
Ar Pa Sc� \ I \ s - o P O \ o �(\l\ 13824 +SQ FT 0S `� / J \ \ O
o �t 2.8 \ P 0 w t >� \\\ 0 IR Existing Iron Rebar
°a G a 20 0.317 ±ACRES Oo � �
3' ei. p g J O
N7g° 0' \ Fds sem,, / / / \ o \
\24'�s"ty o ca / / � � � / / / � \ o � �. Stone Found
Orb oQ°�aa \ ��ERb�c�)�3� \ \ \\ \\ \� \ \\ �� © 6°het ��tiL°' / / / // \ \\ /� �- `/ // / %/ \ o w \ \ ❑X R/W Monument
e \ \\ PP oP S.Pg ( ) ^ \ 14
FES 14927±sQ FT �� / / �\ \. \ //��- _, / �� `° \ 0 CC Control Corner
6 2 PIN 5897-51-0783.00 bn 5 / Part of: (PIN)5897-42-7343.00 I
\\ 0 24243 +SQ FT c 0.343 ±ACRES / / / / ( ) \ / -� ( m LL J I1
et Block 4689, Lot 0703 I W
Parker, Otto Lester ��- - Block 4634, Lot 0383 _' o c�
\ \ 4 \ e 0.557 ±ACRES 5a e 1a �� _ / / / / CORVUS, LLC \ (/ ��� / I Y L� ) FG Flush with ground
G \ \ \ Parker, Cynthia Darlene \ �, ( p O/� fS / 00' /U / ^O / / / Deed Bk 3351, Pg 3482 1 I I 1 _/ z_ ° / / AG X.XX Above ground (Distance in ft.)
1:1 g„ 21,. 1„ of SF9.5A / C \ \ Deed Bk 003156, Pg 00756 \\ \\ a \ \ / ` M/,� B qN , / / / / / \\ I / \\/ ` / �- � / o m o
2" of S9.5B �/ R • \ f J J
Shoulder Section \ \ I � \ / � ,a cy / � � � /- J UG x.xx Under ground (Distance in ft.)
(Slope=1/2' per foot) 12" g 1/4 per Foot / \ \ �� Sanitary Sewer Manhole
N \ ��a�e 0 une _ / '�� / \ � � � // � / / � \\ I � � � I / Qs ' ar
ID \ 14580 ±SQ FT °Q�o 20194 ±SQ FT / / I 1 / / / / / \\�J I I -�\ / I I / I / I I �a Water Valve
I s^ 7° _ \\ \ III 11/ �'o w 0.335 ±ACRES o� Q� 0.464 ±ACRES =Vs \ o/ / / �/ \� Gas Valve
3" Min. CAB_ 7" CABC � \ \ \ a 12 rQ°
Utility Pole
\ o \ I (PIN)5897-51-1620.00 \ 13539 ±SQ FT 820 c 2 $ ,/ I / /� �,�° / / / \ I I Light Pole
Block 4689, TYPICAL CROSS-SECTION \ \ \ Davis, TimothytH74 0 0.311 ±ACRES F 5 / Fire Hydrant
Valley Curb & Gutter Detail (NTS) \ \ Davis, Charlene (a 16992 ±SQ FT mm / O
Deed Bk 002850, Pg 00907 i 1 / A 0.390 ±ACRES �a Q A,
I?
1 I \ I S H 5 °3200 mo
etFp 24669 ±SQ FT
TYPICAL SECTION \ \ atetQ / i 0.566 ±ACRES
/ \ FUTURE DEVELOPMENT
LOCAL STREETS &CUL-DE-SACS ✓/ o� 0 ES6 I 1/ `
50' PUBLIC RIGHT OF WAY G) I 1 J 6� 1s I I I m ^^ / / I II / ( I \ 863360 ±SO FT
�/ \ 10 ry l I 11 l
\� ( ) / / opo ra � / \ I \ \ 19.820 _ACRES
MINIMUM PAVE DESIGN STREET TREES ONE End of existing pavement. / . \ 21522 ±SQ FT
J 1" SF 9553 TREE/LOT (TYPICAL) ° I 1 I O I
z'sssB Taper new street to match. � � 0 0.494 ±ACRES
ABG ,
BACK BACK SIDEWALK; ONE �' U7 E
z7.o' SIDE (TYPICAL) Proposed 10'x 10' Sign
Valle GRASS Easement for Subdivision Sign w
UTILITY EASEMENT LANE C&G 3 5 P UTILITY EASEMENT / °a 38550 ±SQ FT
I 10.0' 11.5' 13.5' 11.0' 2.5' 10.0' 101" 0.885 ±ACRES
1/2" /FT , MPX I \ �O ; M / / / "P
_114"�-
.-
114"1 FT 1/4"/F7 114"I/FT 3. / W
s. MPX ( I II 50' ( I / �G�``G Q S(PIN)5897-51-1354.00 Q / / �� /� cj0� / / J \ \ \ I I I o o /
21� I 4 0 STORM SEWER STORM SEWER 4.0' f� I I GP �e ��0 ✓Block 4689, Lot 0753 N li / / / I / I / / I / I I I
EASEMENT R/W Or_ WATER �0 R/W EASEMENT �e�Q Cain, Randell A / C:)
/ / 5 / / I / J ^o / / M coEL
I 1\ v
\ \ N o r m
COJU�
0.SANITARY SEWER Uffet 6��NGN \ I I \ (I I / I I ' / / \ I I / o M ° o
JIL °a
ZONING OFF-STREET PARKING / oo�� /
Existing Zoning: RS9
Proposed Zoning: RS9
Type of Review Requested: Major Subdivision Approval
Jurisdiction: Forsyth County
Proposed Uses: Single Family Residential
Parking Calc.: 2 Spaces/ Home Site
Required Parking: 2 Spaces.
Parking Provided: 2 Spaces.
SITE SIZE AND COVERAGES
-STREET LOADING (if applic
Total Acreage: 28.149±
Acres.
Req'd Load/Unloa es:
Watershed: Muddy Creek (Not a Water Supply watershed)
Load/Unload Sp rovided:
Site Coverages:
LO
ft. x ft.
Building to Land:
4.89 Ac or 17.4 %
BUFFERYARDS (if applicable)
Pavement to Land: 2.52 Ac or 9.0
Open Space:
20.74 Ac or 73.6 %
C)
(Total = 100%)
O
00
I
t
Adjoining Zoning: RS9
N
It
Type Required: NONE
Building Sq. Footage (Max.):
3,800 Sq. Ft.
Width Provided: NONE
Building Height: 2
Stories
INFRASTRUCTURE
Water: x Public Private
Sewer: x Public Private
Streets: x Public Private
Fence Option. Yes No
DENSITY CALCULATIONS (if applicable)
Number of Units or Lots: 56 Units/Lots
Density: 1.99 Units/Acre or Lots/Acre
( 0.503 Acres/Unit or Acres/Lot)
/ I
l(PIN)5897-40-8681.00
/Block 4634, Lot 107 \
Beroth, George M
Beroth, Judith R /
Deed Bk 001920, Pg -0070911 I
II I
/ I 1
STREET FOOTAGE SCHEDULE: J
Mercia Court (Ext.) 350 LF
Caradco Road (Ext.) 825 LF '
Monarch Way (Proposed) 1330 LF
Fireflay Road (Proposed) 720 LF
CONNECTIVITY INDEX
Number of Segments:
Number of Nodes:
Segments/Nodes:
7
4
7/4 = 1.75
M
0 0
Co r -
00v M 0 0
00 to!
N I I
1
816.68'
8' � N88°2106 W
2`
(PIN)5897-51-6038.00\ J
�(PIN)5897-51-3076.00 \ Block 4635C, Lot 016 k ate) I '\ J I �csDj \ 386.20'
j 30'50"W
Hemriq Jud C O / ) I N84°
/ 0 1 PIN 5897-61-2005.00 n \ \ \
/ Block 4635C, Lot 014 Y
o N Block 6355, Lot 019 �. ( )
Moneymaker, Edward Carver � ^ � a m A Block 4635C, Lot 026
Moneymaker, Ashlee Christine / to _ Block 4635C, Lot 019 / I u'�� \\
� a Caldwell, Jimmy E o h Burrell, Carmelita C
Deed Bk 003288, Pg 03662 O m o ho \ Burrell, Warren M (PIN)5897-61-3041.00 \ Q
/ \ 4 Caldwell, Sheila o
\ o on o Deed Bk 002706, Pg 01390( -\()Block 4635C, Lot 027
(PIN)5897-61-0062.00Bines, Traci L
\ P ° Q \ r (PIN 5897-61-5022.00
Block 4635C, Lot 025 Deed Bk 001904, Pg 00707 )
hV STEVEN L TILLMAN LIVING TRUST Block 46343, Lot007
c°j^�' oory l ERVIN, BRENDA T \ ISAPP, ANNE E \
\ 2�� V� / Deed Bk 02016E, Pg 01095 \\\ Deed Bk 003308, Pg 01892
SEAL:
BEESOUCRRTER, PR.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
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8/16/2017
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X Final Drawing - For Review Purposes Only
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PROJECT:
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CLIENT / PREPARED FOR:
CORVUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
Of
N
S
NC Grid - NAD83 (2011)
DATE: 06.01.2017
E
DRAWN BY: TBC / ATC
JOB NO.: 17-201
REVISIONS:
6.15.17 Revised utilities to move outside of street
7.3.17 Add sign & landscape esmt. , Revised street typ.
:1
41 1 210 41 :1 160
SHEET TITLE:
PROPOSED SITE PLAN
© Beeson & Carter, P.A.
SHEET NO:
C-1.1

IMPORTANT NOTES:
1. NOT A BOUNDARY SURVEY. Boundary shown is complied from a combination
of previous survey by Coe Foresty & Surveying dated Aug. 2, 2016, Plat Book 25,
Page 134 and Plat Book 54, Page 175.
2. The site has no past or current observable development activity. There is a
�, mixture of mature trees and woody cover across the site.
97-
(PIN)5897-43-6847.00 I �iDo oNo (PIN)5852-5883.00
I (PIN)5897-42-4616.00 \ $9p / / Block 4634, Lot031M / I \ \ \ o \ \ \ \ \ —� / �\ 3. There are existing streams running through the site. Oil Mill Branch runs through
I a, I S \ ;Block 4634H, Lot 0006
Block 4689, Lot 040 \ Beroth, Mary S I o I I o \ \ \ \ \ 1 \ the center of the site with un -named tributaries feeding this stream. A and lies
O o ) ` Crow Hill Homeowners Assoc g p
I _Ritenour, Scott R / / / m ro \ \ \ \ I Deed Bk 002928, Pg 00370 ( \ \ just north of the site on an adjacent tract. This pond feeds the UT running just
\ \ \ \ east of Mercia Court stub street.
Ritenour, Theresa R � S89°2540E —� 11221.24' —'� � � / \
zo
76
Deed Bk 001868, Pg 03598
P public
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M� \_
�� \ / I \ SMH
Z� / �\� // \ / I
I— LD-PIL \\\ ��\� �oA�2
SMH
CD
_6 o \ 860
FH
00
SITE IS COVERED IN MATURE TREES AND I \ \ \ \ \\ +,6Q
C14N \ �_ WOODY VEGETATION THROUGHOUT.
i o `� \ / / I S35- 4'
_\ 50./ 1
2 0)� � �_ \ 0 0 '
OA\
\� W° p�9\ /I (PIN)5897-62-4376.00
\ \� \ �7
/ N / � \ \\\__� ` \ I I �� \\ � / Block 4634H, Lot OOOA—
�\ Crow Hill Homeowners Assoc
Deed Bk 002928, P 00370 �G e1J a/4
\ \\ \�840 ,�� \ \` \\ \ �— �\ \\ 850
/� \ \ PIN)5897-42-2173.00 \-� \�
—Block 4689, Lot 042Esg
O
\ Todd, William D _ / ay° \ �
Todd, Dianne �\<<@ �\ \ ' / \ — / / I I \ / cement /� \ / / \
—DB 001235, P9 04 \ \ \�C\�\ \ OLD P / — — / / / / / % \ \ /Greenway Ea >
-149.75' S88°53'46"W
N1
°56'29"E 1 \ \ —
(PIN)5897-42-5008N87°09'57"E
.00 \ \ \ 14.11' —� / \ �0 /
Block 4689, Lot 063 \ 463.0
\ Duggins, Richard oo00
OD
` \
Duggins, Karen
\\\ Deed Bk 002720, Pg 03472
/�
\ \ \\ \ U
do
If
Sr
a
\ \ (PIN)5897-41-8824.0
\ \\\ m Block 4689, Lot 066A0 \ \\ \\� \ I O / / / J /
Lardin, William A / \ N \\ \
Arc: 116.49', R: 50.00'
Deed Bk 003003, Pg 00883 J / \ ` \ \ CD \ I
Y I �5°00'24"W, CH: 91.87 \ \ \\� �
0X
N�24'13"ty\—�` ��� \ \ \ / / // / // / / \ \ _ �� // J \ 0 0 3 \ \
g CD
OIL /MILL
oPgRANHF (PIN)5897-51-0783.00
Block 4689, Lot 070ApeCD
-mParkerOtto Lester
rkeCthia Darlene mo OoD�oy\DeeB,k 003156, Pg 00756 X'
\
I /
/
\lo
\
(PIN)5897-51-1620.00
I \ 1 \ Block 4689, Lot 074
\ 1 Davis, Timothy H—
r \ Davis, Charlene
Deed Bk 002850, Pg 00907
_JAI l /
CID
A-0
e-����� �
(PIN)5897�1-1354.00 Lu
0 / / / / / / / J
lock 4689, Lot 075A N /
0 �Q Cain, Randell A o
� N m
Zoe
M
THIS SIDE OF SITE IS FOR FUTURE DEVELOPMENT AND /
HAS MATURE TREES WITH STEEPER TOPOGRAPHY. I /
p p
/ \ ( OD��o00
c
00 ;TL 0 0 _
2 N N
I
\ (PIN)5897-40-8681.00 / / / �- \ \ I I ( \ \ \ I \ \ I I I
Ci
m0 U)0 Block 4634, Lot 107 \ / I \ \ \ \ \ 0
Beroth, George M \ �— ��J 816.68' N88°21'06"W , \ \ \ \ � I I I I � I
Beroth, Judith R
Deed Bk 001920 Pg -00709 \ I / ' \ / 2 co\ -� 1
PIN 5897-51-3076.00 \/ Block 897-51 Lot 8.0 \ . � a- _\ \ ) ) \ 1 2�uj 386.20' 1 \ 1
Block 4635C, Lot 014 Hemric, Judy C co' / c� W
�( ) —� ' I O �� � 1 I \ � -r N84°30'50" \
/ / I N (PIN)5897-50-8916.00 (PIN)5897-61-2005.00 \ 7 \
\ / Moneymaker, Edward Carver a m Block 4635C, Lot 019 / \ Block 4635C, Lot 026 \
Moneymaker, Ashlee Christine J o a Caldwell, JimmyE / h I Burrell, Carmelita C
J / I Deed Bk 003288, Pg 03662 CO CO o� 41 p
Burrell, Warren M (PIN)5897-6
Caldwell, Sheila
�o� o� o I \ Deed Bk 002706, Pg 01390 Block 4635C, Lot 027 e'er
(PIN)5897-61-0062.00 Bines, Traci L \ \ \
I I %
Block 4635C, Lot 025 \ Deed Bk 001904, Pg 00707 (PIN)5897-61-5022.00
/ -- �� �hV.a ti� STEVEN L TILLMAN LIVING TRUST % Slo-k 4634A, Lot007
ERVIN, BRENDA T \\ ISAPP, ANNE E \
Deed IN,
02016E, Pg 01095 \\ Deed Bk 003308, Pg 01892
SEAL:
BEESOUCRRTER, PR.
CIVIL ENGINEERS LAND SURVEYORS
LAND PLANNING
503 HIGH STREET, WINSTON-SALEM, NC 27101
OFFICE:[phone] FAX:[phone]
WEB: www.beesonengineering.com
Corp #: C-4017
C A,:R �O�o
038574
x,16/zoo .�
❑ Preliminary -Do Not Use for Construction
XFinal Drawing - For Review Purposes Only
❑ Approved and Released for Construction on:
PROJECT:
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CLIENT / PREPARED FOR:
CORVUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
Of
N
S
NC Grid - NAD83 (2011)
DATE: 06.01.2017
DRAWN BY: TBC / ATC
JOB NO.: 17-201
REVISIONS:
E
41 1 210 41 :1 160
SHEET TITLE:
SITE EXISTING CONDITION
© Beeson & Carter, P.A.
SHEET NO:
C-1.0
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CLIENT / PREPARED FOR:
CORVUS, LLC
C/O Robert Wed
2255 Lewisville Clemmons Rd, Suite C
Clemmons, NC 27012
Ofc. No.: 336-577-7775
Email: [e-mail]
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NC Grid - NAD83 (2011)
DATE: 06.01.2017
DRAWN BY: TBC / ATC
JOB NO.: 17-201
REVISIONS:
E
41 1 210 41 :1 160
SHEET TITLE:
SITE EXISTING CONDITION
© Beeson & Carter, P.A.
SHEET NO:
C-1.0