20140277 Ver 1_401 Application_20140314

Axiom Environmental, Inc.
218 Snow Avenue, Raleigh, North Carolina 27603 919-696-3045

March 20, 2014

Mr. Andy Williams
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587

RE: Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality
Certifications for TIP Project# U-4726DD, Rogers Road Sidewalk Project, SR 1729
(Rogers Road) Sidewalk from SR 1172 (Homestead Road) to Meadow Run Court,
Carrboro, Orange County, NC, Federal Aid Project No. STPDA-0702(22)

Dear Andy,

The Town of Carrboro, Public Works Department proposes to construct a 5-foot wide concrete
sidewalk along SR 1729 (Rogers Road) in the Town of Carrboro from SR 1777 (Homestead
Road) to Meadow Run Court (Figure 1). Information within this package has been prepared to
support the application for authorization of impacts by Nationwide Permit (NWP) 14 (Linear
Transportation Projects), along with the associated N.C. Division of Water Resources (NCDWR)
Water Quality General Certification 3886 and a Riparian Buffer Authorization.
A draft Categorical Exclusion (CE) Action Form for the U-4726DD project has been prepared
and is attached. The CE will be finalized following a currently unscheduled public workshop
and will then be submitted to the N.C. Department of Transportation, Program Development and
Environmental Analysis Branch for review and approval.
Project Purpose and Need
The purpose of this project is to provide an alternate mode of transportation (pedestrian). The
project will provide a pedestrian circulation network to improve mobility and expand access to
downtown Carrboro, schools, parks, bus stops, businesses, residential areas, Town buildings, and
other facilities. This project is a part of the Town of Carrboro’s sidewalk construction plan that
was approved in November 2003.
Mr. Andy Williams Axiom Environmental, Inc.
March 20, 2014 page 2
Project Description
A 5-foot wide concrete sidewalk, to be used as a pedestrian path, will be constructed along SR
1729 (Rogers Road) in the Town of Carrboro from SR 1777 (Homestead Road) to Meadow Run
Court (Figure 1). The length of the project will be approximately 5700 feet. The project will
provide sidewalk connectivity along Rogers Road to Homestead Road and Meadow Run Court.
The study area associated with this project encompasses approximately 3.3 acres.
The Town of Carrboro, Public Works Department is requesting an approved jurisdictional
determination for streams and wetlands within the project area in conjunction with this
permit application.

Water resources in the project area are located within U.S. Geological Survey (USGS)
Hydrologic Unit (HU) 03030002 (NCDWQ sub-basin 03-06-06 of the Cape Fear River basin).
Jurisdictional surface waters, wetlands, and riparian buffers are anticipated to be impacted by
project activities. Surface waters impacted by the U-4726DD project drain to Bolin Creek.
Bolin Creek is listed by the NCDWR as a Watershed-V (WS-V) Water with the supplemental
Nutrient Sensitive Waters (NSW) classification. Bolin Creek is not listed anywhere on the North
Carolina 2012 Final 303(d) List of Impaired Waters. A Stormwater Management Plan is
included in this package.
Attached to this letter are the following items.

 Pre-Construction Notification (PCN) Form
 Figure 1. U-4726DD Project Location Map
 U-4726DD Draft Categorical Exclusion Action Classification Form dated October 7, 2013
 U-4726DD Wetland and Surface Water Impacts Permit Drawings dated October 17, 2013
 U-4726DD Wetland Permit Impacts Summary sheet dated January 20, 2014
 U-4726DD Preliminary Design Plans dated October 7, 2013
 U-4726DD Stormwater Management Plan dated November 22, 2013
 A CD with digital files (in .pdf format) of all information included in this package

Based upon Preliminary Design Plans, construction of the Rogers Road sidewalk is anticipated to
permanently impact a total of 17.3 linear feet of stream and less than 0.01 acre of jurisdictional
wetland in each of two locations. Table 1 and the attached Wetland Permit Impact Summary
summarize the total impacts to jurisdictional areas. Impact sites are described below and
depicted on the attached permit drawings. Table 2 lists the geographic coordinates of the project
impact sites.
Mr. Andy Williams Axiom Environmental, Inc.
March 20, 2014 page 3
Table 1. Project Impacts

Site
Impacted
Waterbody
Permanent
Stream
Impacts
(feet)
Temporary
Stream
Impacts
(feet)
Total
Stream
Impacts
(feet)
Permanent
Wetland
Impacts
(acres)
Temporary
Wetland
Impacts
(acres)
Total
Wetland
Impacts
(acres)
1 UT to Bolin Creek
(Stream S1) 9 13 22 >0.01 -- >0.01
2 UT to Bolin Creek
(Stream S2) 9 11 20 >0.01 -- >0.01
Total 18 24 42 0.02 -- 0.02

Table 2. Project Impact Locations
Impact Site
NC State Plane, feet (NAD 83) WGS 84, decimal degrees
Easting Northing Latitude Longitude
1 1,974,581.661 804,503.282 35.960425 -79.085888
2 1,976,170.313 801,251.598 35.951496 -79.080512

Impact Site 1
Impact Site 1 involves the extension of the culvert conveying an unnamed tributary (UT) to
Bolin Creek under Rogers Road in order to construct a 5-foot wide, concrete sidewalk along the
west side of the roadway. The existing 48-inch corrugated metal pipe (CMP) will be extended
by 9 feet with a 48-inch corrugated steel pipe (CSP) extension that incorporates a gasket sleeve
connection and an endwall. Temporary impacts due to stream dewatering during construction
total 13 feet. Grading of the roadway slope to widen the roadside area appropriately for the five-
foot sidewalk is anticipated to permanently impact less than 0.01 acre of jurisdictional wetland
(Wetland W1), and mechanized clearing for grading preparation will also impact less than 0.01
acre of Wetland W1. Due to the minimal width of the proposed fill slope, total permanent
impacts to Wetland W1 are less than 0.01 acre. This wetland area is a North Carolina Wetland
Assessment Method (NC WAM) Headwater Forest wetland with an overall functional rating of
Low.

Impact Site 2
Impact Site 2 involves the extension of the culvert conveying an unnamed tributary (UT) to
Bolin Creek under Rogers Road in order to construct a 5-foot wide, concrete sidewalk along the
west side of the roadway. The existing 48-inch CMP will be extended by 9 feet with two 54-
inch CSP extensions that incorporates gasket sleeve connections and endwalls. Temporary
impacts due to stream dewatering during construction total 11 feet. Grading of the roadway
slope to widen the roadside area appropriately for the five-foot sidewalk is anticipated to
Mr. Andy Williams Axiom Environmental, Inc.
March 20, 2014 page 4
permanently impact less than 0.01 acre of jurisdictional wetland (Wetland W1), and mechanized
clearing for grading preparation will also impact less than 0.01 acre of Wetland W1. Due to the
minimal width of the proposed fill slope, total permanent impacts to Wetland W1 are less than
0.01 acre. This wetland area is a North Carolina Wetland Assessment Method (NC WAM)
Headwater Forest wetland with an overall functional rating of Low.

Since project impacts do not exceed mitigation thresholds for requested permits, no mitigation is
proposed for the proposed project.

Again, the Town of Carrboro is requesting authorization for Section 404 jurisdictional area
impacts associated with the construction of a sidewalk adjacent to Rogers Road under NWP 14
(Linear Transportation Projects), along with the associated NCDWR Water Quality General
Certification number 3886and Buffer Authorization. In addition, the Town of Carrboro is
requesting an approved jurisdictional determination for the project area in conjunction with this
permit application. Thank you for your time and consideration of this important project. If you
have any questions regarding this request, please contact Sandy Smith (Axiom Environmental,
Inc.) at 919-270-9316 or [e-mail], Bill Hamilton (Sungate Design
Group) at [phone] ext. 206 or [e-mail], or the Town of Carrboro
point-of-contact, George Seiz, at 919-918-7427 or [e-mail].

Yours truly,

Alexander P. (Sandy) Smith
Axiom Environmental, Inc.

Cc. Cherri Smith, N.C. Division of Water Resources
George Seiz, Town of Carrboro
Bill Hamilton, Sungate Design Group

Axiom Environmental, Inc.
218 Snow Avenue, Raleigh, North Carolina 27603 919-696-3045

March 20, 2014

Ms. Cherri Smith
N.C. Division of Water Resources
1601 Mail Service Center
Raleigh, NC 27699-1601

RE: Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality
Certifications for TIP Project# U-4726DD, Rogers Road Sidewalk Project, SR 1729
(Rogers Road) Sidewalk from SR 1172 (Homestead Road) to Meadow Run Court,
Carrboro, Orange County, NC, Federal Aid Project No. STPDA-0702(22)

Dear Cherri,

The Town of Carrboro, Public Works Department proposes to construct a 5-foot wide concrete
sidewalk along SR 1729 (Rogers Road) in the Town of Carrboro from SR 1777 (Homestead
Road) to Meadow Run Court (Figure 1). Information within this package has been prepared to
support the application for authorization of impacts by Nationwide Permit (NWP) 14 (Linear
Transportation Projects), along with the associated N.C. Division of Water Resources (NCDWR)
Water Quality General Certification 3886 and a Riparian Buffer Authorization.
A draft Categorical Exclusion (CE) Action Form for the U-4726DD project has been prepared
and is attached. The CE will be finalized following a currently unscheduled public workshop
and will then be submitted to the N.C. Department of Transportation, Program Development and
Environmental Analysis Branch for review and approval.
Project Purpose and Need
The purpose of this project is to provide an alternate mode of transportation (pedestrian). The
project will provide a pedestrian circulation network to improve mobility and expand access to
downtown Carrboro, schools, parks, bus stops, businesses, residential areas, Town buildings, and
other facilities. This project is a part of the Town of Carrboro’s sidewalk construction plan that
was approved in November 2003.
Ms. Cherri Smith Axiom Environmental, Inc.
March 20, 2014 page 2
Project Description
A 5-foot wide concrete sidewalk, to be used as a pedestrian path, will be constructed along SR
1729 (Rogers Road) in the Town of Carrboro from SR 1777 (Homestead Road) to Meadow Run
Court (Figure 1). The length of the project will be approximately 5700 feet. The project will
provide sidewalk connectivity along Rogers Road to Homestead Road and Meadow Run Court.
The study area associated with this project encompasses approximately 3.3 acres.
The Town of Carrboro, Public Works Department is requesting an approved jurisdictional
determination for streams and wetlands within the project area in conjunction with this
permit application.

Water resources in the project area are located within U.S. Geological Survey (USGS)
Hydrologic Unit (HU) 03030002 (NCDWQ sub-basin 03-06-06 of the Cape Fear River basin).
Jurisdictional surface waters, wetlands, and riparian buffers are anticipated to be impacted by
project activities. Surface waters impacted by the U-4726DD project drain to Bolin Creek.
Bolin Creek is listed by the NCDWR as a Watershed-V (WS-V) Water with the supplemental
Nutrient Sensitive Waters (NSW) classification. Bolin Creek is not listed anywhere on the North
Carolina 2012 Final 303(d) List of Impaired Waters. A Stormwater Management Plan is
included in this package.
Attached to this letter are the following items.

 Pre-Construction Notification (PCN) Form
 Figure 1. U-4726DD Project Location Map
 U-4726DD Draft Categorical Exclusion Action Classification Form dated October 7, 2013
 U-4726DD Wetland and Surface Water Impacts Permit Drawings dated October 17, 2013
 U-4726DD Wetland Permit Impacts Summary sheet dated January 20, 2014
 U-4726DD Buffer Impacts Permit Drawings dated October 7, 2013
 U-4726DD Buffer Impacts Summary sheet dated January 13, 2014
 U-4726DD Preliminary Design Plans dated October 7, 2013
 U-4726DD Stormwater Management Plan dated November 22, 2013
 A CD with digital files (in .pdf format) of all of the above information
 A check for the minor water quality application fee of $240

Based upon Preliminary Design Plans, construction of the Rogers Road sidewalk is anticipated to
permanently impact a total of 17.3 linear feet of stream and less than 0.01 acre of jurisdictional
wetland in each of two locations. Table 1 and the attached Wetland Permit Impact Summary
summarize the total impacts to surface waters and jurisdictional wetland areas. Table 2 and the
Ms. Cherri Smith Axiom Environmental, Inc.
March 20, 2014 page 3
attached Buffer Impacts Summary summarize the total impacts to riparian buffer areas. Impact
sites are described below and depicted on the attached permit drawings. Table 3 lists the
geographic coordinates of the project impact sites.
Table 1. Project Impacts to Surface Waters and Wetlands

Site
Impacted
Waterbody
Permanent
Stream
Impacts
(feet)
Temporary
Stream
Impacts
(feet)
Total
Stream
Impacts
(feet)
Permanent
Wetland
Impacts
(acres)
Temporary
Wetland
Impacts
(acres)
Total
Wetland
Impacts
(acres)
1 UT to Bolin Creek
(Stream S1) 9 13 22 >0.01 -- >0.01
2 UT to Bolin Creek
(Stream S2) 9 11 20 >0.01 -- >0.01
Total 18 24 42 0.02 -- 0.02

Table 2. Project Impacts to Riparian Buffer Areas
Buffer
Impact
Site
Buffered
Waterbody
Impacts (square feet)
Allowable
Zone 1 Zone 2 Total
1 UT to Bolin Creek (Stream S1) 1270 811 2081
2 UT to Bolin Creek (Stream S2) 977 567 1544
Total 2247 1378 3625

Table 3. Project Impact Locations
Impact Site
NC State Plane, feet (NAD 83) WGS 84, decimal degrees
Easting Northing Latitude Longitude
1 1,974,581.661 804,503.282 35.960425 -79.085888
2 1,976,170.313 801,251.598 35.951496 -79.080512

Impact Site 1
Impact Site 1 involves the extension of the culvert conveying an unnamed tributary (UT) to
Bolin Creek under Rogers Road in order to construct a 5-foot wide, concrete sidewalk along the
west side of the roadway. The existing 48-inch corrugated metal pipe (CMP) will be extended
by 9 feet with a 48-inch corrugated steel pipe (CSP) extension that incorporates a gasket sleeve
connection and an endwall. Temporary impacts due to stream dewatering during construction
total 13 feet. Grading of the roadway slope to widen the roadside area appropriately for the five-
foot sidewalk is anticipated to permanently impact less than 0.01 acre of jurisdictional wetland
Ms. Cherri Smith Axiom Environmental, Inc.
March 20, 2014 page 4
(Wetland W1), and mechanized clearing for grading preparation will also impact less than 0.01
acre of Wetland W1. Due to the minimal width of the proposed fill slope, total permanent
impacts to Wetland W1 are less than 0.01 acre. This wetland area is a North Carolina Wetland
Assessment Method (NC WAM) Headwater Forest wetland with an overall functional rating of
Low.

Construction at this site will result in impacts to 1270 square feet of Zone 1 buffer and 811
square feet of Zone 2 buffer for a total of 2081 square feet of impacts to the riparian buffer.
Included within this impact area is a drainage feature that discharges stormwater directly into the
riparian buffer. Multiple stormwater discharge options at this site were evaluated in an attempt
to avoid buffer impacts, including the location of a drainage structure in a sag over the existing
48” CMP and utilizing the existing outlet, relocating the 2-grated inlet (2-GI) and outlet outside
the buffer, and trying to route the drainage pipe from the proposed 2-GI through a Junction Box
to an outlet outside the buffer limits. The proposed 2-GI location was the only option deemed
feasible with the project elevation constraints. In order to minimize impacts to the riparian
buffer and associated surface water, stormwater treatment has been maximized prior to entering
the buffer. The proposed location of the 2-GI provides stormwater treatment with approximately
220 linear feet of proposed grass swales to treat stormwater generated within the 0.19 acre
drainage area of the 2-GI. The necessary length of grass swales for a drainage area of this size is
19 linear feet (100 linear feet per acre) for effective treatment. The discharge velocity at the end
of the rip rap dissipator is calculated at 0.8 feet per second for a 10 year storm event. Impacts to
riparian buffers as a result of road crossings are listed as “Allowable.”

Impact Site 2
Impact Site 2 involves the extension of the culvert conveying an unnamed tributary (UT) to
Bolin Creek under Rogers Road in order to construct a 5-foot wide, concrete sidewalk along the
west side of the roadway. The existing 48-inch CMP will be extended by 9 feet with two 54-
inch CSP extensions that incorporates gasket sleeve connections and endwalls. Temporary
impacts due to stream dewatering during construction total 11 feet. Grading of the roadway
slope to widen the roadside area appropriately for the five-foot sidewalk is anticipated to
permanently impact less than 0.01 acre of jurisdictional wetland (Wetland W1), and mechanized
clearing for grading preparation will also impact less than 0.01 acre of Wetland W1. Due to the
minimal width of the proposed fill slope, total permanent impacts to Wetland W1 are less than
0.01 acre. This wetland area is a North Carolina Wetland Assessment Method (NC WAM)
Headwater Forest wetland with an overall functional rating of Low.

Ms. Cherri Smith Axiom Environmental, Inc.
March 20, 2014 page 5
Construction at this site will result in impacts to 977 square feet of Zone 1 buffer and 567 square
feet of Zone 2 buffer for a total of 1544 square feet of impacts to the riparian buffer. Impacts to
riparian buffers as a result of road crossings are listed as “Allowable.”

Since project impacts do not exceed mitigation thresholds for the requested permits, no
mitigation is proposed for this project.

Again, the Town of Carrboro is requesting authorization for Section 404 jurisdictional area
impacts associated with the construction of a sidewalk adjacent to Rogers Road under NWP 14
(Linear Transportation Projects), along with the associated NCDWR Water Quality General
Certification number 3886 and Buffer Authorization. In addition, the Town of Carrboro is
requesting an approved jurisdictional determination for the project area in conjunction with this
permit application. Thank you for your time and consideration of this important project. If you
have any questions regarding this request, please contact Sandy Smith (Axiom Environmental,
Inc.) at 919-270-9316 or [e-mail], Bill Hamilton (Sungate Design
Group) at [phone] ext. 206 or [e-mail], or the Town of Carrboro
point-of-contact, George Seiz, at 919-918-7427 or [e-mail].

Yours truly,

Alexander P. (Sandy) Smith
Axiom Environmental, Inc.

Cc. Andy Williams, U.S. Army Corps of Engineers
George Seiz, Town of Carrboro
Bill Hamilton, Sungate Design Group

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Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
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2. Project Information
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RogersRoadSidewalkProject
Orange
Carrboro
U-4726DD
NCDOT
ExistingandproposedNCDOTright-of-way
14

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GeorgeSeiz,PublicWorksDirector
TownofCarrboro
301WestMainStreet
Carrboro,NC27510
919-918-7427
919-968-7728
SandySmith,ScottDavis
AxiomEnvironmental,Inc.
218SnowAvenue
Raleigh,NC
919-270-9316(SS),919-696-3045(SD)
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TownofCarrboro
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B. Project Information and Prior Project History
1. Property Identification
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5. Project History
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6. Future Project Plans
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-79.083575
BolinCreek
C;NSW
CapeFear
Thesitegenerallyconsistsofmaintainedroadsideshoulders,utilitylines,residentiallawns,andscatteredforestedges.Landuseconsistsoflow-
densityresidentialdevelopmentalongRogersRoad,interspersedwithfragmentedforestedareas.
Pleaseseeattachedcoverletter.
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AxiomEnvironmental,Inc.
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C. Proposed Impacts Inventory
1. Impacts Summary
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Fill HeadwaterWetlandNo Corps 0.001
No Corps 0.001
Yes/No-
Yes/No-
Yes/No-
Yes/No-
Impactswilloccurinthemaintainedright-of-wayof RogersRoad.
CulvertUTtoBolinCreek PER Corps 48.8
UTtoBolinCreek 412.6
UTtoBolinCreek 48.5
UTtoBolinCreek(SB)410.9
40.8
TotalImpactsinclude17.3linear feetof permanentimpactsand23.5linear feetof temporaryimpactsattwoimpactsites.
P
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D. Impact Justification and Mitigation
1. Avoidance and Minimization
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Thedistancebetweenthesidewalkandtheexistingroadhasbeenminimizedasmuchaspracticable.Throughoutthemajorityof theproject,2:1 fill
slopeswillbeutilizedtominimizejurisdictionalstream,wetland,andbufferimpacts.
AllequipmentwillbekeptwithinthedesignatedProposedDrainageEasement (PDE)duringconstructionofthisproject.Jurisdictionalareaswillbe
accessedonlyfromtheexistingroad.
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1. Diffuse Flow Plan
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20
--
Roadwayrunoffwillbecollectedincatchbasinsanddirectedawayfromwetlandareaswithintheprojectboundaries.Impervioussurfaceshavebeen
kepttoaminimum.Thesidewalkistobeconstructedwithgrassedswalesbetweentheroadandthesidewalkthroughoutthemajorityoftheproject.
2:1fillslopeswereutilizedinordertominimizejurisdictionalstreamandwetlandimpacts.PleaseseetheattachedStormwaterManagementPlan.
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F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
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4. Sewage Disposal (DWQ Requirement)
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WKHSURSRVHGSURMHFWRUDYDLODEOHFDSDFLW\RIWKHVXEMHFWIDFLOLW\



n/a
Constructionoftheproposedsidewalkdoesnotmakepreviouslyinaccessibleareasaccessible,norisnotanticipatedtoencourageadditional
developmentinthearea.
Nowastewaterisanticipatedtobegeneratedbytheproposedproject.
PleaseseeattacheddraftCategoricalExclusionActionClassificationForm.
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 ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes © 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?
U.S. Fish and %MldW Service County Listings and NCNHP virtual workroom (online). Field surveys for listed species were conducted during the
appropriate survey windows. No individuals were identified and this project will have No Effect on listed species.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAH Fisheries Essential Fish Habitat Mapper v2.0 (online)
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
❑ YesX❑ 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?
SHPO concurrence (dated February 12, 2013) with NEPA documentation.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ❑X 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 digital GIS data.
APO+ cant 15:
'rows of CARRgoRo
GEaar'E -56 /Z
3
DIRE-crOR of PUIBL'ItD,ec�
Applicant/Agents Printed Name Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Ora nge C oun ty, N C
Title:
Prepared for:
Notes:1. Bac kground image ry so urc e:Chapel Hill, NC (1 993)7-5 -minute top ographicquadrangle p rov id ed by theU.S. Ge ological Survey.
PRO JECTLOCATION
ROGERSROADSIDEWALK
Project:
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
JAN 2013
As shown
13-001
1
Legend
Stud y are a
Carrboro to wn limits (ins ets)
County line s (inse ts )
³
1,000 0 1,000 2,000500Feet
k
k
k
P u r e f o y D r i v e
E u b a n k s R o a d
Meadow Run Court
Homestead Road
1
CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM

TIP Project No. U-4726DD
State Project No. 36268.1.25
Federal Project No.STPDA-0702(22)

A. Project Description:

The purpose of this project is to construct five-foot wide concrete sidewalk along
SR 1729 (Rogers Road) in the Town of Carrboro from SR 1777 (Homestead
Road) to Meadow Run Court. The length of the project will be approximately
one mile. The project will provide sidewalk connectivity to SR 1777 (Homestead
Road) and Meadow Run Court; see attached Vicinity and Location Map.

Traffic will be maintained on-site during the construction of the project.

B. Purpose and Need:

Provide alternate mode of transportation (pedestrian). The project will provide a
pedestrian circulation network to improve mobility and expand access to
downtown Carrboro, schools, parks, bus stops, businesses, residential areas, town
buildings, and other facilities. This project is part of the Town’s Sidewalk Bond
program originally approved in November 2003.

C. Proposed Improvements:

This project provides for the construction of a 5’ wide concrete sidewalk to
be used as a pedestrian path.

Circle one or more of the following Type II improvements which apply to the
project:

This project is a Type I activity (Construction of bicycle and pedestrian
lanes, paths, and facilities).

1. Modernization of a highway by resurfacing, restoration, rehabilitation,
reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking,
weaving, turning, climbing).

a. Restoring, Resurfacing, Rehabilitating, and Reconstructing
pavement (3R and 4R improvements)
b. Widening roadway and shoulders without adding through lanes
c. Modernizing gore treatments
d. Constructing lane improvements (merge, auxiliary, and turn lanes)
e. Adding shoulder drains
f. Replacing and rehabilitating culverts, inlets, and drainage pipes,
including safety treatments
g. Providing driveway pipes
h. Performing minor bridge widening (less than one through lane)
i. Slide Stabilization
2
j. Structural BMP’s for water quality improvement

2. Highway safety or traffic operations improvement projects including the
installation of ramp metering control devices and lighting.

a. Installing ramp metering devices
b. Installing lights
c. Adding or upgrading guardrail
d. Installing safety barriers including Jersey type barriers and pier
protection
e. Installing or replacing impact attenuators
f. Upgrading medians including adding or upgrading median barriers
g. Improving intersections including relocation and/or realignment
h. Making minor roadway realignment
i. Channelizing traffic
j. Performing clear zone safety improvements including removing
hazards and flattening slopes
k. Implementing traffic aid systems, signals, and motorist aid
l. Installing bridge safety hardware including bridge rail retrofit

3. Bridge rehabilitation, reconstruction, or replacement or the construction of
grade separation to replace existing at-grade railroad crossings.

a. Rehabilitating, reconstructing, or replacing bridge approach slabs
b. Rehabilitating or replacing bridge decks
c. Rehabilitating bridges including painting (no red lead paint), scour
repair, fender systems, and minor structural improvements
d. Replacing a bridge (structure and/or fill)

4. Transportation corridor fringe parking facilities.

5. Construction of new truck weigh stations or rest areas.

6. Approvals for disposal of excess right-of-way or for joint or limited use of
right-of-way, where the proposed use does not have significant adverse
impacts.

7. Approvals for changes in access control.

8. Construction of new bus storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and located on or near
a street with adequate capacity to handle anticipated bus and support
vehicle traffic.

9. Rehabilitation or reconstruction of existing rail and bus buildings and
ancillary facilities where only minor amounts of additional land are
required and there is not a substantial increase in the number of users.

10. Construction of bus transfer facilities (an open area consisting of
passenger shelters, boarding areas, kiosks and related street
improvements) when located in a commercial area or other high activity
center in which there is adequate street capacity for projected bus traffic.

3
11. Construction of rail storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and where there is no
significant noise impact on the surrounding community.

12. Acquisition of land for hardship or protective purposes, advance land
acquisition loans under section 3(b) of the UMT Act. Hardship and
protective buying will be permitted only for a particular parcel or a limited
number of parcels. These types of land acquisition qualify for a CE only
where the acquisition will not limit the evaluation of alternatives,
including shifts in alignment for planned construction projects, which may
be required in the NEPA process. No project development on such land
may proceed until the NEPA process has been completed.

13. Acquisition and construction of wetland, stream and endangered species
mitigation sites.

14. Remedial activities involving the removal, treatment or monitoring of soil
or groundwater contamination pursuant to state or federal remediation
guidelines.

D. Special Project Information:

Estimated Costs:

Engineering $ 67,000
Total Construction $ 469,000
Contingencies $ 37,000
Total $ 574,000

Other Agency Comments:

The North Carolina Department of Cultural Resources, State Historic Preservation
Office, stated in a letter dated February 12, 2013 that a review of the project was
conducted and that they are aware of no historic resources which would be
affected by the project.

4
Public Involvement:
A Public Hearing is scheduled to be held on April 16, 2013.

5
E. Threshold Criteria

The following evaluation of threshold criteria must be completed for Type II
actions

ECOLOGICAL YES NO

(1) Will the project have a substantial impact on any
unique or important natural resource?

X

(2) Does the project involve habitat where federally
listed endangered or threatened species may occur?

X

(3) Will the project affect anadromous fish?

X

(4) If the project involves wetlands, is the amount of
permanent and/or temporary wetland taking less than

one-tenth (1/10) of an acre and have all practicable measures
to avoid and minimize wetland takings been evaluated?

X

(5) Will the project require the use of U. S. Forest Service lands?

X

(6) Will the quality of adjacent water resources be adversely
impacted by proposed construction activities?

X

(7) Does the project involve waters classified as Outstanding Water
Resources (OWR) and/or High Quality Waters (HQW)?

X

(8) Will the project require fill in waters of the United States
in any of the designated mountain trout counties?

X

(9) Does the project involve any known underground storage
tanks (UST's) or hazardous materials sites?

X

PERMITS AND COORDINATION YES NO

(10) If the project is located within a CAMA county, will the
project significantly affect the coastal zone and/or any
"Area of Environmental Concern" (AEC)?

X

(11) Does the project involve Coastal Barrier Resources Act
resources?

X

(12) Will a U. S. Coast Guard permit be required?

X

(13) Will the project result in the modification of any existing
regulatory floodway?

X

6
(14) Will the project require any stream relocations or channel
changes?

X

SOCIAL, ECONOMIC, AND CULTURAL RESOURCES YES NO

(15) Will the project induce substantial impacts to planned
growth or land use for the area?

X

(16) Will the project require the relocation of any family or
business?

X

(17) Will the project have a disproportionately high and adverse
human health and environmental effect on any minority or
low-income population?

X

(18) If the project involves the acquisition of right of way, is the
amount of right of way acquisition considered minor?

X

(19) Will the project involve any changes in access control?

X

(20) Will the project substantially alter the usefulness
and/or land use of adjacent property?

X

(21) Will the project have an adverse effect on permanent
local traffic patterns or community cohesiveness?

X

(22) Is the project included in an approved thoroughfare plan
and/or Transportation Improvement Program (and is,
therefore, in conformance with the Clean Air Act of 1990)?

X

(23) Is the project anticipated to cause an increase in traffic
volumes?

X

(24) Will traffic be maintained during construction using existing
roads, staged construction, or on-site detours?

X

(25) If the project is a bridge replacement project, will the bridge
be replaced at its existing location (along the existing facility)

and will all construction proposed in association with the
bridge replacement project be contained on the existing facility?

N/A

(26) Is there substantial controversy on social, economic, or
environmental grounds concerning the project?

X

(27) Is the project consistent with all Federal, State, and local laws
relating to the environmental aspects of the project?

X

(28) Will the project have an "effect" on structures/properties
eligible for or listed on the National Register of Historic Places?

X

7
(29) Will the project affect any archaeological remains which are
important to history or pre-history?

X

(30) Will the project require the use of Section 4(f) resources
(public parks, recreation lands, wildlife and waterfowl refuges,

historic sites, or historic bridges, as defined in Section 4(f)
of the U. S. Department of Transportation Act of 1966)?

X

(31) Will the project result in any conversion of assisted public
recreation sites or facilities to non-recreation uses, as defined

by Section 6(f) of the Land and Water Conservation Act
of 1965, as amended?

X

(32) Will the project involve construction in, across, or adjacent
to a river designated as a component of or proposed for
inclusion in the National System of Wild and Scenic Rivers?

X

F. Additional Documentation Required for Unfavorable Responses in Part E

Response to Question 2: Suitable habitat for Michaux’s sumac occurs throughout the
study area along the margins of Rogers Road within utility line
corridors, along woodland edges, and within residential yards.
A review of NCNHP records, updated January 2013, indicates
no known Michaux’s sumac occurrences within 1.0 mile of the
study area. Systematic surveys were performed in all areas of
suitable habitat on May 29, 2013, and no Michaux’s sumac was
identified within the study area.Biological Conclusion: No
Effect.

Suitable habitat for smooth coneflower occurs throughout the
study area along the margins of Rogers Road within utility line
corridors, along woodland edges, and within residential yards.
A review of NCNHP records, updated January 2013, indicates
no known smooth coneflower occurrences within 1.0 mile of
the study area. Axiom biologists visited the UNC Botanical
Garden on May 29, 2013 and found smooth coneflowers to be
in bloom. Subsequently, systematic surveys were performed in
all areas of suitable habitat within the study area on the same
day, and no individuals of this species were identified.
Biological Conclusion: No Effect.

8
G. CE Approval

TIP Project No.U-4726DD
State Project No.36268.1.25
Federal Project No.STPDA-0702(22)

Project Description:

The purpose of this project is to construct five-foot wide concrete sidewalk along
SR 1729 (Rogers Road) in the Town of Carrboro from SR 1777 (Homestead
Road) to Meadow Run Court. The length of the project will be approximately
one mile. The project will provide sidewalk connectivity to SR 1777 (Homestead
Road) and Meadow Run Court.

Traffic will be maintained on-siteduring construction.

Categorical Exclusion Action Classification:

___X__ TYPE I
TYPE II(A)
TYPE II(B)

Approved:

Date Assistant Manager
Project Development & Environmental Analysis Branch

Date Project Planning Unit Head
Project Development & Environmental Analysis Branch

Date Project Planning Engineer
Project Development & Environmental Analysis Branch

For Type II(B) projects only:

Date John F. Sullivan, III, PE, Division Administrator
Federal Highway Administration

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SITE 2
SHEET 1 OF 9
PERMIT DRAWING
NOT TO SCALE
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C
STANDARDS
TOWN OF CARRBORO
______________________________
OCTOBER, 2011
STANDARDS AND DESIGN,
SPECIFICATIONS,
OWASA - MANUAL OF
______________________________
STANDARD SPECIFICATION
NCDOT - JANUARY 2012
TEL [phone] FAX [phone]
RALEIGH, NORTH CAROLINA 27606
915 JONES FRANKLIN ROAD
SUNGATE DESIGN GROUP, P.A.
ENG. FIRM LICENSE NO. C-890ROGERS RD SIDEWALK PROJECT
10 20 4020
10 20 4020
5 105
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
N.C.
DESIGN DATA Prepared in the Office of:
SIGNATURE:
P.E.
SUNGATE DESIGN GROUP, P.A.
PROJECT ENGINEERGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:
N/A
PUBLIC WORKS
TOWN OF CARRBORO
0
00
915 JONES FRANKLIN ROAD, RALEIGH, NC, 27606
C-890
NG INEE
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CONCRETE SIDEWALK, CONCRETE CURB AND
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INDEX OF SHEETS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
Staffield
Ln
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ore C
ir N Hawick Ct
S Hawick Ct
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2
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AND SR 1777, HOMESTEAD RD
1. SR 1729, ROGERS ROAD BETWEEN MEADOW RUN CT (NON-SYSTEM)
NCDOT ENCROACHMENTS
(NON-SYSTEM) AND SR 1777, HOMESTEAD RD
SR 1729, ROGERS ROAD BETWEEN MEADOW RUN CT
2.5
STA 11+61.90
BEGIN PROJECT
STA 68+62.88
END PROJECT
1
SHEET
NO.
TOTAL
SHEETS
DATE: OCTOBER 7, 2013
PSH C1.04 PSH C1.05
PSH C1.06
PSH C1.07 PSH C1.08 PSH C1.09 PSH C1.10 PSH
C
1
.1
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P
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PSH C1.15
= +/-5700 LF
PROJECT
CARRBORO SIDEWALK
TOTAL LENGTH OF TOWN OF
SIGNATURE:
P.E.
PROJECT ENGINEER
W. HENRY WELLS, JR, P.E.
CHARLES A. MUSSER, JR, R.L.A.
PROJECT LANDSCAPE ARCHITECT
SIGNATURE:
R.L.A.
JOSHUA G. DALTON, PE, CPESC
A
IN
HT
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26971
G
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NOTLAD .G
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OJDO NOT USE FOR CONSTRUCTION
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INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
71
/ FINAL EROSION CONTROL
CLEARING AND GRUBBINGE1.04 - E1.15
SOIL STABILIZATION SUMMARYE1.03
EROSION CONTROL DETAILSE1.02 - E1.02D
EROSION CONTROL NOTESE1.01
EROSION CONTROL TITLE SHEETE1.00
FIBER OPTIC CONDUIT / PULL BOX LOCATIONSC5.01
TRAFFIC CONTROL OVERALLC4.02
TRAFFIC CONTROL DETAILSC4.01 - C4.01B
STAGING AREASC3.01
CROSS SECTIONS- C2.26C2.01
PLAN/ PROFILEC1.04 - C1.15
GENERAL NOTESC1.03
TYPICALSC1.02C
UTILITIES CONFLICTS SCHEDULEC1.02B
STORM DRAINAGE SCHEDULEC1.02A
SURVEY CONTROLC1.02
CONVENTIONAL PLAN SHEET SYMBOLSC1.01A
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SHEET 2 OF 9
PERMIT DRAWING
M
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490
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490
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510
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M
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5
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10 20 40200
PLANS
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13
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
O
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E
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R
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C1.07
ROGERS13CDC107
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LA
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F
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EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
EX
15" RCP
DITCH
EXTG ROADSIDE
15" RCP
DITCH
PROP ROADSIDE
15" RCP
DITCH
EXTG ROADSIDE
2GI-D
10-7-13
R
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IN
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R
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S
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EX 48" CMP
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 1
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SIDEWALK
5’ STD DRIVEWAY
RETAIN
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD CONCRETE
ADJUST
ADJUST
RETAIN
E
OG
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OIL
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WV WV
WV
WV
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WM
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8
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M
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EOPEOP
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OG
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2
6
+
0
0
2
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+
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0
2
8
+
0
0
2
9
+
0
0
HYD MON
INV=500.89’INV=500.14’
WV
WV
PREVENTER
BACKFLOW
CTRL POINT
HOR/VERT
PT #13
HYD MON
PIN 9870441657
D.B. 932, PG. 81
JAMES M. ALLEN
PIN 9870453385
D.B. 171, PG. 475
LEAH ROGERS
PIN 9870347529
D.B. 4088, PG. 331
BUDDHA LLC
PIN 9870442208
D.B. 4435, PG. 507
BUDDHA LLC PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
EIP
ROGERS ROAD SR 1729
ENDWALL
15" RCP-III
REMOVE
RETAIN
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1
5
"
RC
P
-III
2GI-B
1
5
"

R
C
P
-
I
I
I

SEE DETAIL #1
SPEC LAT V DITCH
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 7 SY GFD
EST 2 TON
CL ’B’ RIP RAP
W/ GASKET SLEEVE
BAND AND EXTEND
48" CSP
(-) 1.68%
(-) 0.94%
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T
C
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3
0
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0
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25+00 26+00 27+00 28+00 29+00 30+00
490
500
510
520
490
500
510
520

M
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T
C
H
LI
N
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2
5
+
0
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10 20 40200
PLANS
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1/
13
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P
L
A
N
S
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
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R
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,

N
C
C1.07
ROGERS13CDC107
P
LA
N

/ P
R
O
F
I
LE
EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
EX
15" RCP
DITCH
EXTG ROADSIDE
15" RCP
DITCH
PROP ROADSIDE
15" RCP
DITCH
EXTG ROADSIDE
2GI-D
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
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L
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RESJR
.
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C
HAR
L
SE
401
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INL
R
O
CA
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R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
15" RCP
EX 48" CMP
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 1
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SIDEWALK
5’ STD DRIVEWAY
RETAIN
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD CONCRETE
ADJUST
ADJUST
RETAIN
E
OG
S
OIL
UT
WV WV
WV
WV
WV WM
WM
UP
UP
SIGN
4
8
"

C
M
P
15" RCP
EOP
EOPEOP
EOP
UT UT
E
OG
E
OG
2
6
+
0
0
2
7
+
0
0
2
8
+
0
0
2
9
+
0
0
HYD MON
INV=500.89’INV=500.14’
WV
WV
PREVENTER
BACKFLOW
CTRL POINT
HOR/VERT
PT #13
HYD MON
PIN 9870441657
D.B. 932, PG. 81
JAMES M. ALLEN
PIN 9870453385
D.B. 171, PG. 475
LEAH ROGERS
PIN 9870347529
D.B. 4088, PG. 331
BUDDHA LLC
PIN 9870442208
D.B. 4435, PG. 507
BUDDHA LLC PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
EIP
ROGERS ROAD SR 1729
FF
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REMOVE
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15" RCP-III
1
5
"
RC
P
-III
2GI-B
1
5
"

R
C
P
-
I
I
I

SEE DETAIL #1
SPEC LAT V DITCH
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 7 SY GFD
EST 2 TON
CL ’B’ RIP RAP
W/ GASKET SLEEVE
BAND AND EXTEND
48" CSP
(-) 1.68%
(-) 0.94%
E
L
=
5
0
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=
3
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P
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SHEET 4 OF 9
PERMIT DRAWING
M
A
T
C
H
LI
N
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3
0
+
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0
M
A
T
C
H
LI
N
E

3
5
+
0
0
30+00 31+00 32+00 33+00 34+00 35+00
490
500
510
520
490
500
510
520
10 20 40200
PLANS
M
A
T
C
H
LI
N
E

3
0
+
0
0
M
A
T
C
H
LI
N
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3
5
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$
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$
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EX 15" RCP
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C
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.08
ROGERS13CDC108
P
LA
N

/ P
R
O
F
I
LE
15" RCP
DITCH
PROP ROADSIDE
EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GROUND
AT FACE SIDEWALK
EXTG GROUND
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 1
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
RELOCATE
RETAIN
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
E
O
G EOG
15" RCP
EOP EOP
EOPEOP
3
1+
0
0
3
2
+
0
0
3
3
+
0
0
3
4
+
0
0
15" RCP
SIGN
SIGN
WM
UP
E
O
G E
O
G
R/W MON
INV=493.68’
INV=515.38’
INV=515.69’
INV=502.30’
INV=502.87’
MAILBOX
CTRL POINT
HOR/VERT
PT #12 CTRL POINT
HOR/VERT
PT #11
PIN 9870445166
D.B. 395, PG. 234
BETTIE D. ROGERS
SAMUEL F. ROGERS PIN 9870437814
D.B. 166, PG. 2
LEAH ROGERS
PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
ROGERS ROAD SR 1729
PIN 9870438967
D.B. 2164, PG. 351
LOVE CHURCH INTERNATIONAL INC. FAITH TABERNACLE OASIS OF
(+) 0.92%
(+) 1.49%
(+) 2.38%
(+) 3.16%
E
L
=
5
0
2
.2
9
E
L
=
5
0
1.10
E
L
=
5
0
0
.7
3
E
L
=
5
0
0
.5
0
E
L
=
5
0
0
.5
0
P
I
=
3
0
+
0
0
P
I
=
3
0
+
2
5
P
I
=
3
0
+
5
0
P
I
=
3
1+
0
0
E
L
=
5
0
3
.0
8
P
I
=
3
1+
2
5
L
A
T

V

D
I
T
C
H
E
N
D

S
P
E
C

ENDWALL
REMOVE
RETAIN
SEE DETAIL #1
SPEC LAT V DITCH
15" RCP-III
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
C
C
F
CF
F
F
F
F
F
FFF
FFFF
FFFFFFFFFFF
C C C
C C C C C
C
SHEET 5 OF 9
PERMIT DRAWING
M
A
T
C
H
LI
N
E

3
0
+
0
0
M
A
T
C
H
LI
N
E

3
5
+
0
0
30+00 31+00 32+00 33+00 34+00 35+00
490
500
510
520
490
500
510
520
10 20 40200
PLANS
M
A
T
C
H
LI
N
E

3
0
+
0
0
M
A
T
C
H
LI
N
E

3
5
+
0
0
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
EX 15" RCP
EX 15" RCP
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
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U
P
,
P
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.
2
0
1
3

S
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,

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D
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F

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.

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(
9
1
9
)

8
5
9
-
6
2
5
8
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E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
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IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
IN

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
I
SI
T
I
ON
DO
N
OT

U
SE

F
OR

CON
ST
R
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CT
I
ON
P
R
E
L
I
MI
N
A
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Y

P
L
A
N
S
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.08
ROGERS13CDC108
P
LA
N

/ P
R
O
F
I
LE
15" RCP
DITCH
PROP ROADSIDE
EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GROUND
AT FACE SIDEWALK
EXTG GROUND
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 1
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
RELOCATE
RETAIN
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
E
O
G EOG
15" RCP
EOP EOP
EOPEOP
3
1+
0
0
3
2
+
0
0
3
3
+
0
0
3
4
+
0
0
15" RCP
SIGN
SIGN
WM
UP
E
O
G E
O
G
R/W MON
INV=493.68’
INV=515.38’
INV=515.69’
INV=502.30’
INV=502.87’
MAILBOX
CTRL POINT
HOR/VERT
PT #12 CTRL POINT
HOR/VERT
PT #11
PIN 9870445166
D.B. 395, PG. 234
BETTIE D. ROGERS
SAMUEL F. ROGERS PIN 9870437814
D.B. 166, PG. 2
LEAH ROGERS
PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
ROGERS ROAD SR 1729
PIN 9870438967
D.B. 2164, PG. 351
LOVE CHURCH INTERNATIONAL INC. FAITH TABERNACLE OASIS OF C
C
F
CF
F
F
F
F
F
FFF
FFFF
FFFFFFFFFFF
C C C
C C C C C
C494495
496 4
9
7
497
498
498
499
499
500
500
501
501
5
0
2
5
0
2
502
503
5
0
3
504
5
0
4
5
0
4
5
0
5
5
0
5
5
0
6
506
507
507
508
508
509
5
0
9
510
510
511
511
512
5125
12
513
513
513
514
514
514
515
515
515
516
516
516
516
517
517
517
517
518
518
518
518 519
519
519
519
520
520520
5
2
0
520
5
2
1
5
2
1
521
5
2
2
(+) 0.92%
(+) 1.49%
(+) 2.38%
(+) 3.16%
E
L
=
5
0
2
.2
9
E
L
=
5
0
1.10
E
L
=
5
0
0
.7
3
E
L
=
5
0
0
.5
0
E
L
=
5
0
0
.5
0
P
I
=
3
0
+
0
0
P
I
=
3
0
+
2
5
P
I
=
3
0
+
5
0
P
I
=
3
1+
0
0
E
L
=
5
0
3
.0
8
P
I
=
3
1+
2
5
L
A
T

V

D
I
T
C
H
E
N
D

S
P
E
C

ENDWALL
REMOVE
RETAIN
SEE DETAIL #1
SPEC LAT V DITCH
15" RCP-III
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
SHEET 6 OF 9
PERMIT DRAWING
M
A
TC
H
LIN
E
6
5
+
0
0
65+00 66+00 67+00 68+00
460
470
480
490
500
460
470
480
490
500

M
A
T
C
H
LI
N
E

6
5
+
0
0
10 20 40200
PLANS
69+00
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
S
U
N
G
A
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D
E
S
I
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N

G
R
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,
P
.A
.
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
IN

R
O
A
D
E
N
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F
IR
M

L
IC
E
N
S
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N
O
.

C
-
8
9
0
I
N
C
OMP
L
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E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

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/
W
A
CQU
I
SI
T
I
ON
DO
N
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U
SE

F
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CON
ST
R
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CT
I
ON
P
R
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I
MI
N
A
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Y

P
L
A
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S
2
0
1
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A
T
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D
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N

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R
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P
,

P
.
A
.

T
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A
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N
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A
N
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P
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C
T
I
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O
R

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T
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U
S
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S

O
F

T
H
I
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D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.15
ROGERS13CDC115
P
LA
N

/ P
R
O
F
I
LE
EXTG CL ROAD EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE(2) EX 54" CMP
15" RCP
CB
ENDWALL
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
OUTLET
15" RCP
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 2
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SIDEWALK
5’ STD CONCRETE
CURB AND GUTTER
2’-6" CONCRETE
SIDEWALK
5’ STD CONCRETE
CONCRETE SIDEWALK
TIE TO EXTG
ADJUST
ADJUST
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
RELOCATE
AND GUTTER
TRANSITION TO EXISTING CURB
AS REQUIRED FOR SMALL
AND GUTTERREMOVE EXTG CURB
T
C
S
E
O
P
EOPEOP
EOP
5
4
"

C
M
P
5
4
"

C
M
P
36" RCP
SIGN
TPED
CABLE
UP
SSMH
SSMH
SDMH
6
6
+
0
0
6
7
+
0
0
6
8
+
0
0
FO BOX
CTRL POINT
HOR/VERT
PT #3
CTRL POINT
HOR/VERT
PT #2
15" RCP
PIN 9870516306
P.B. 55, PG. 87
D.B. 5256, PG. 185
ANDREA C. TANNER
DAVID G. TANNER
PIN 9870519288
P.B. 55, PG. 87
D.B. 946, PG. 181
DONNA H. HAMILTON
MICHAEL ANTHONY HAMILTON
PIN 9870508940
P.B. 55, PG. 87
D.B. 868, PG. 1492
HOMEOWNERS ASSOCIATION INC.
HIGHLANDS PHASE V
C
E
N
T
E
R
LI
N
E
H
O
M
E
S
T
E
A
D
R
O
A
D
S
R
1
1
7
7
R
O
W
R
O
W
R
OW
ROW
ROW
ROW
ROW
ROW
ROW
ROGERS ROAD SR 1729
ENDWALL
RETAIN
RETAIN
CB
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
15" RCP-III W/ SLEEVE GASKETS
AND EXTEND
2@54" CSP BAND
F
F
F
F
F
F
F
F
F
F
F F
F
F
FF
SHEET 7 OF 9
PERMIT DRAWING
M
A
TC
H
LIN
E
6
5
+
0
0
65+00 66+00 67+00 68+00
460
470
480
490
500
460
470
480
490
500

M
A
T
C
H
LI
N
E

6
5
+
0
0
10 20 40200
PLANS
69+00
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
S
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N
G
A
T
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D
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S
I
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N

G
R
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P
,
P
.A
.
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
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C
A
R
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L
IN
A

2
7
6
0
6
9
1
5

J
O
N
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S

F
R
A
N
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L
IN

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A
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N
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F
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M

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IC
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N
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N
O
.

C
-
8
9
0
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P
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I
D
E
W
A
LK
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.15
ROGERS13CDC115
P
LA
N

/ P
R
O
F
I
LE
EXTG CL ROAD EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE(2) EX 54" CMP
15" RCP
CB
ENDWALL
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
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USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
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CA
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E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
OUTLET
15" RCP
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 2
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SIDEWALK
5’ STD CONCRETE
CURB AND GUTTER
2’-6" CONCRETE
SIDEWALK
5’ STD CONCRETE
CONCRETE SIDEWALK
TIE TO EXTG
ADJUST
ADJUST
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
RELOCATE
AND GUTTER
TRANSITION TO EXISTING CURB
AS REQUIRED FOR SMALL
AND GUTTERREMOVE EXTG CURB
T
C
S
E
O
P
EOPEOP
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5
4
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C
M
P
5
4
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C
M
P
36" RCP
SIGN
TPED
CABLE
UP
SSMH
SSMH
SDMH
6
6
+
0
0
6
7
+
0
0
6
8
+
0
0
FO BOX
CTRL POINT
HOR/VERT
PT #3
CTRL POINT
HOR/VERT
PT #2
15" RCP
PIN 9870516306
P.B. 55, PG. 87
D.B. 5256, PG. 185
ANDREA C. TANNER
DAVID G. TANNER
PIN 9870519288
P.B. 55, PG. 87
D.B. 946, PG. 181
DONNA H. HAMILTON
MICHAEL ANTHONY HAMILTON
PIN 9870508940
P.B. 55, PG. 87
D.B. 868, PG. 1492
HOMEOWNERS ASSOCIATION INC.
HIGHLANDS PHASE V
C
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1
7
7
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ROGERS ROAD SR 1729
F
F
F
F
F
F
F
F
F
F
F F
F
F
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473
474
4
7
4
4
7
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4
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4
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1
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482
482
4
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483
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8
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ENDWALL
RETAIN
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CB
EST 5 SY GFD
EST 1 TON
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15" RCP-III W/ SLEEVE GASKETS
AND EXTEND
2@54" CSP BAND
FILL IN WETLAND
CLEARING
MECHANIZED
SITE 2
SHEET 8 OF 9
PERMIT DRAWING
475
480
485
475
480
485
00 5 10 15 20 25 30 35 40 45 50
66+25.00
-EL-
485
480
475
485
480
475
485
480
47566+75.00
485
480
475
480
47567+00.00
485
480
475
485
480
47567+25.00
485
480
475
00 5 10 15 20 25 30 35 40 45 50 00 5 10 15 20 25 30 35 40 45 50
485
480
47568+00.00
485
480
475
480
475
67+75.00
480
475
470
480
475
47067+50.00
480
475
470
480
475
47067+34.59
480
475
470
00 5 10 15 20 25 30 35 40 45 50
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66+50.00
485
470
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1.50’
C
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5
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1.50’
1.50’
1.50’
1.50’
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
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D
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1083-12003
ROGERS13CDC225
CAM, WBH
C2.25
DO
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C
L=
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1.50’
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480
47566+00.00
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480
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4
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1
3
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EX SSMH
ADJUST
2@54" CSP
STD 838.22
ENDWALL
10-7-13
R
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R
A
IN
SLL
HT
O R L
R
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CA
R
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H
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2:
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2:
1
478.39’
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2:
1
477.96’
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2:
1
477.09’
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476.96’
2:
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2:
1
475.00’
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1
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2:
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Page 1of 4
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STANDARDS
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______________________________
OCTOBER, 2011
STANDARDS AND DESIGN,
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______________________________
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NCDOT - JANUARY 2012
TEL [phone] FAX [phone]
RALEIGH, NORTH CAROLINA 27606
915 JONES FRANKLIN ROAD
SUNGATE DESIGN GROUP, P.A.
ENG. FIRM LICENSE NO. C-890ROGERS RD SIDEWALK PROJECT
10 20 4020
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W. HENRY WELLS, JR, P.E.
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JOSHUA G. DALTON, PE, CPESC
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71
/ FINAL EROSION CONTROL
CLEARING AND GRUBBINGE1.04 - E1.15
SOIL STABILIZATION SUMMARYE1.03
EROSION CONTROL DETAILSE1.02 - E1.02D
EROSION CONTROL NOTESE1.01
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FIBER OPTIC CONDUIT / PULL BOX LOCATIONSC5.01
TRAFFIC CONTROL OVERALLC4.02
TRAFFIC CONTROL DETAILSC4.01 - C4.01B
STAGING AREASC3.01
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E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
15" RCP
EX 48" CMP
SITE 1
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SIDEWALK
5’ STD DRIVEWAY
RETAIN
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD CONCRETE
ADJUST
ADJUST
RETAIN
E
OG
S
OIL
UT
WV WV
WV
WV
WV WM
WM
UP
UP
SIGN
4
8
"

C
M
P
15" RCP
EOP
EOPEOP
EOP
UT UT
E
OG
E
OG
2
6
+
0
0
2
7
+
0
0
2
8
+
0
0
2
9
+
0
0
HYD MON
INV=500.89’INV=500.14’
WV
WV
PREVENTER
BACKFLOW
CTRL POINT
HOR/VERT
PT #13
HYD MON
PIN 9870441657
D.B. 932, PG. 81
JAMES M. ALLEN
PIN 9870453385
D.B. 171, PG. 475
LEAH ROGERS
PIN 9870347529
D.B. 4088, PG. 331
BUDDHA LLC
PIN 9870442208
D.B. 4435, PG. 507
BUDDHA LLC PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
EIP
ROGERS ROAD SR 1729
ENDWALL
15" RCP-III
REMOVE
RETAIN
15" RCP-III
1
5
"
RC
P
-III
2GI-B
1
5
"

R
C
P
-
I
I
I

SEE DETAIL #1
SPEC LAT V DITCH
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 7 SY GFD
EST 2 TON
CL ’B’ RIP RAP
W/ GASKET SLEEVE
BAND AND EXTEND
48" CSP
(-) 1.68%
(-) 0.94%
E
L
=
5
0
0
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0
P
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=
3
0
+
0
0
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=
5
0
0
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8
P
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=
2
9
+
2
5
E
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=
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0
0
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=
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1.2
7
P
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=
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D
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P
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C

P
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2
9
+
7
5
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FF
F
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C C C C C C C
C C C
SHEET 3 OF 9
BUFFER DRAWING
M
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LI
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E

2
5
+
0
0
M
A
T
C
H
LI
N
E

3
0
+
0
0
25+00 26+00 27+00 28+00 29+00 30+00
490
500
510
520
490
500
510
520

M
A
T
C
H
LI
N
E

2
5
+
0
0
10 20 40200
PLANS
M
A
T
C
H
LI
N
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3
0
+
0
0
1/
13
/
2
0
14
R
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)

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9
-
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(
9
1
9
)

8
5
9
-
2
2
4
3
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C
A
R
O
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2
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6
0
6
9
1
5

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0
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P
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N
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Y

P
L
A
N
S
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
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R
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,

N
C
C1.07
ROGERS13CDC107
P
LA
N

/ P
R
O
F
I
LE
EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
EX
15" RCP
DITCH
EXTG ROADSIDE
15" RCP
DITCH
PROP ROADSIDE
15" RCP
DITCH
EXTG ROADSIDE
2GI-D
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
15" RCP
EX 48" CMP
SITE 1
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SIDEWALK
5’ STD DRIVEWAY
RETAIN
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD CONCRETE
ADJUST
ADJUST
RETAIN
E
OG
S
OIL
UT
WV WV
WV
WV
WV WM
WM
UP
UP
SIGN
4
8
"

C
M
P
15" RCP
EOP
EOPEOP
EOP
UT UT
E
OG
E
OG
2
6
+
0
0
2
7
+
0
0
2
8
+
0
0
2
9
+
0
0
HYD MON
INV=500.89’INV=500.14’
WV
WV
PREVENTER
BACKFLOW
CTRL POINT
HOR/VERT
PT #13
HYD MON
PIN 9870441657
D.B. 932, PG. 81
JAMES M. ALLEN
PIN 9870453385
D.B. 171, PG. 475
LEAH ROGERS
PIN 9870347529
D.B. 4088, PG. 331
BUDDHA LLC
PIN 9870442208
D.B. 4435, PG. 507
BUDDHA LLC PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
EIP
ROGERS ROAD SR 1729
FF
F
F
F
FCFF
F
F
F
F
FFFFFFFFFF
FFFFF
F
C C C C C C C
C C C
4
9
5
4
9
6
497
498
4
9
8
499
4
9
9
500
500
501
501
501
502502
502
502
502
5
0
3
503504
504
504
505
505
5
0
5
506
506
506
507
507
5
0
7
508
508
508
508
509
509
509
509
510
5
1
0
510
510
510
511
5
1
1
511512
5
1
2
513
ENDWALL
15" RCP-III
REMOVE
RETAIN
15" RCP-III
1
5
"
RC
P
-III
2GI-B
1
5
"

R
C
P
-
I
I
I

SEE DETAIL #1
SPEC LAT V DITCH
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 7 SY GFD
EST 2 TON
CL ’B’ RIP RAP
W/ GASKET SLEEVE
BAND AND EXTEND
48" CSP
(-) 1.68%
(-) 0.94%
E
L
=
5
0
0
.5
0
P
I
=
3
0
+
0
0
E
L
=
5
0
0
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8
P
I
=
2
9
+
2
5
E
L
=
5
0
0
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5
E
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=
5
0
1.2
7
P
I
=
2
9
+
0
0
L
A
T

V

D
IT
C
H
B
E
G

S
P
E
C

P
I=
2
9
+
7
5
(+) 0.48%
SHEET 4 OF 9
BUFFER DRAWING
M
A
T
C
H
LI
N
E

3
0
+
0
0
M
A
T
C
H
LI
N
E

3
5
+
0
0
30+00 31+00 32+00 33+00 34+00 35+00
490
500
510
520
490
500
510
520
10 20 40200
PLANS
M
A
T
C
H
LI
N
E

3
0
+
0
0
M
A
T
C
H
LI
N
E

3
5
+
0
0
1/
13
/
2
0
14
R
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S
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p
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EX 15" RCP
EX 15" RCP
S
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(
9
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C
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.08
ROGERS13CDC108
P
LA
N

/ P
R
O
F
I
LE
15" RCP
DITCH
PROP ROADSIDE
EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GROUND
AT FACE SIDEWALK
EXTG GROUND
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
SITE 1
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
RELOCATE
RETAIN
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
E
O
G EOG
15" RCP
EOP EOP
EOPEOP
3
1+
0
0
3
2
+
0
0
3
3
+
0
0
3
4
+
0
0
15" RCP
SIGN
SIGN
WM
UP
E
O
G E
O
G
R/W MON
INV=493.68’
INV=515.38’
INV=515.69’
INV=502.30’
INV=502.87’
MAILBOX
CTRL POINT
HOR/VERT
PT #12 CTRL POINT
HOR/VERT
PT #11
PIN 9870445166
D.B. 395, PG. 234
BETTIE D. ROGERS
SAMUEL F. ROGERS PIN 9870437814
D.B. 166, PG. 2
LEAH ROGERS
PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
ROGERS ROAD SR 1729
PIN 9870438967
D.B. 2164, PG. 351
LOVE CHURCH INTERNATIONAL INC. FAITH TABERNACLE OASIS OF
(+) 0.92%
(+) 1.49%
(+) 2.38%
(+) 3.16%
E
L
=
5
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9
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ENDWALL
REMOVE
RETAIN
SEE DETAIL #1
SPEC LAT V DITCH
15" RCP-III
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
C
C
F
CF
F
F
F
F
F
FFF
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C C C
C C C C C
C
SHEET 5 OF 9
BUFFER DRAWING
M
A
T
C
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3
0
+
0
0
M
A
T
C
H
LI
N
E

3
5
+
0
0
30+00 31+00 32+00 33+00 34+00 35+00
490
500
510
520
490
500
510
520
10 20 40200
PLANS
M
A
T
C
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N
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3
0
+
0
0
M
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C
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N
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13
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2
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EX 15" RCP
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N
K
L
IN

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A
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N
O
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-
8
9
0
I
N
C
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L
E
T
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P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
I
SI
T
I
ON
DO
N
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SE

F
OR

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ST
R
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I
ON
P
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L
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N
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P
L
A
N
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A
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S
I
D
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W
A
LK
C
A
R
R
B
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R
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,

N
C
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.08
ROGERS13CDC108
P
LA
N

/ P
R
O
F
I
LE
15" RCP
DITCH
PROP ROADSIDE
EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GROUND
AT FACE SIDEWALK
EXTG GROUND
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
SITE 1
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
RELOCATE
RETAIN
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
E
O
G EOG
15" RCP
EOP EOP
EOPEOP
3
1+
0
0
3
2
+
0
0
3
3
+
0
0
3
4
+
0
0
15" RCP
SIGN
SIGN
WM
UP
E
O
G E
O
G
R/W MON
INV=493.68’
INV=515.38’
INV=515.69’
INV=502.30’
INV=502.87’
MAILBOX
CTRL POINT
HOR/VERT
PT #12 CTRL POINT
HOR/VERT
PT #11
PIN 9870445166
D.B. 395, PG. 234
BETTIE D. ROGERS
SAMUEL F. ROGERS PIN 9870437814
D.B. 166, PG. 2
LEAH ROGERS
PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
ROGERS ROAD SR 1729
PIN 9870438967
D.B. 2164, PG. 351
LOVE CHURCH INTERNATIONAL INC. FAITH TABERNACLE OASIS OF C
C
F
CF
F
F
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F
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C C C
C C C C C
C494495
496 4
9
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497
498
498
499
499
500
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501
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5
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2
5
0
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503
5
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3
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5
0
4
5
0
4
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5
0
5
5
0
6
506
507
507
508
508
509
5
0
9
510
510
511
511
512
5125
12
513
513
513
514
514
514
515
515
515
516
516
516
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517
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518
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518 519
519
519
519
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520520
5
2
0
520
5
2
1
5
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1
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5
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(+) 0.92%
(+) 1.49%
(+) 2.38%
(+) 3.16%
E
L
=
5
0
2
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9
E
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=
5
0
1.10
E
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=
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ENDWALL
REMOVE
RETAIN
SEE DETAIL #1
SPEC LAT V DITCH
15" RCP-III
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
SHEET 6 OF 9
BUFFER DRAWING
M
A
TC
H
LIN
E
6
5
+
0
0
65+00 66+00 67+00 68+00
460
470
480
490
500
460
470
480
490
500

M
A
T
C
H
LI
N
E

6
5
+
0
0
10 20 40200
PLANS
69+00
1/
13
/
2
0
14
R
O
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5
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D
.
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.15
ROGERS13CDC115
P
LA
N

/ P
R
O
F
I
LE
EXTG CL ROAD EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE(2) EX 54" CMP
15" RCP
CB
ENDWALL
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
OUTLET
15" RCP
SITE 2
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SIDEWALK
5’ STD CONCRETE
CURB AND GUTTER
2’-6" CONCRETE
SIDEWALK
5’ STD CONCRETE
CONCRETE SIDEWALK
TIE TO EXTG
ADJUST
ADJUST
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
RELOCATE
AND GUTTER
TRANSITION TO EXISTING CURB
AS REQUIRED FOR SMALL
AND GUTTERREMOVE EXTG CURB
T
C
S
E
O
P
EOPEOP
EOP
5
4
"

C
M
P
5
4
"

C
M
P
36" RCP
SIGN
TPED
CABLE
UP
SSMH
SSMH
SDMH
6
6
+
0
0
6
7
+
0
0
6
8
+
0
0
FO BOX
CTRL POINT
HOR/VERT
PT #3
CTRL POINT
HOR/VERT
PT #2
15" RCP
PIN 9870516306
P.B. 55, PG. 87
D.B. 5256, PG. 185
ANDREA C. TANNER
DAVID G. TANNER
PIN 9870519288
P.B. 55, PG. 87
D.B. 946, PG. 181
DONNA H. HAMILTON
MICHAEL ANTHONY HAMILTON
PIN 9870508940
P.B. 55, PG. 87
D.B. 868, PG. 1492
HOMEOWNERS ASSOCIATION INC.
HIGHLANDS PHASE V
C
E
N
T
E
R
LI
N
E
H
O
M
E
S
T
E
A
D
R
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A
D
S
R
1
1
7
7
R
O
W
R
O
W
R
OW
ROW
ROW
ROW
ROW
ROW
ROW
ROGERS ROAD SR 1729
ENDWALL
RETAIN
RETAIN
CB
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
15" RCP-III W/ SLEEVE GASKETS
AND EXTEND
2@54" CSP BAND
F
F
F
F
F
F
F
F
F
F
F F
F
F
FF
SHEET 7 OF 9
BUFFER DRAWING
M
A
TC
H
LIN
E
6
5
+
0
0
65+00 66+00 67+00 68+00
460
470
480
490
500
460
470
480
490
500

M
A
T
C
H
LI
N
E

6
5
+
0
0
10 20 40200
PLANS
69+00
1/
13
/
2
0
14
R
O
G
E
R
S
_
H
y
d
_
p
r
m
_
b
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p
s
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c
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j
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a
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v
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S
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P
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F
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(
9
1
9
)

8
5
9
-
6
2
5
8
T
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L

(
9
1
9
)

8
5
9
-
2
2
4
3
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A
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R
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IN
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2
7
6
0
6
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1
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-
8
9
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A
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N
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F
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/
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CQU
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N
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CON
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I
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D
.
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.15
ROGERS13CDC115
P
LA
N

/ P
R
O
F
I
LE
EXTG CL ROAD EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE(2) EX 54" CMP
15" RCP
CB
ENDWALL
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
OUTLET
15" RCP
SITE 2
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SIDEWALK
5’ STD CONCRETE
CURB AND GUTTER
2’-6" CONCRETE
SIDEWALK
5’ STD CONCRETE
CONCRETE SIDEWALK
TIE TO EXTG
ADJUST
ADJUST
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
RELOCATE
AND GUTTER
TRANSITION TO EXISTING CURB
AS REQUIRED FOR SMALL
AND GUTTERREMOVE EXTG CURB
T
C
S
E
O
P
EOPEOP
EOP
5
4
"

C
M
P
5
4
"

C
M
P
36" RCP
SIGN
TPED
CABLE
UP
SSMH
SSMH
SDMH
6
6
+
0
0
6
7
+
0
0
6
8
+
0
0
FO BOX
CTRL POINT
HOR/VERT
PT #3
CTRL POINT
HOR/VERT
PT #2
15" RCP
PIN 9870516306
P.B. 55, PG. 87
D.B. 5256, PG. 185
ANDREA C. TANNER
DAVID G. TANNER
PIN 9870519288
P.B. 55, PG. 87
D.B. 946, PG. 181
DONNA H. HAMILTON
MICHAEL ANTHONY HAMILTON
PIN 9870508940
P.B. 55, PG. 87
D.B. 868, PG. 1492
HOMEOWNERS ASSOCIATION INC.
HIGHLANDS PHASE V
C
E
N
T
E
R
LI
N
E
H
O
M
E
S
T
E
A
D
R
O
A
D
S
R
1
1
7
7
R
O
W
R
O
W
R
OW
ROW
ROW
ROW
ROW
ROW
ROW
ROGERS ROAD SR 1729
F
F
F
F
F
F
F
F
F
F
F F
F
F
FF
473
474
4
7
4
4
7
4
474
4
7
4
4
7
4
475
4
7
5
475
475
4
7
5
4
7
5
4
7
6
476
476
4
7
6
4
7
6
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477477
4
7
7
477
477
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4
7
7
478
478
478
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478
478
479
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479
479
4
7
9
479
4
8
0
480
480
480
480
480
4
8
0
4
8
0
4
8
1
481
481
481
481
4
8
1
4
8
1
4
8
1
4
8
1
482
482
482
4
8
2
483
4
8
3
ENDWALL
RETAIN
RETAIN
CB
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
15" RCP-III W/ SLEEVE GASKETS
AND EXTEND
2@54" CSP BAND
RO
A
D

CR
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2)
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1
4
8
"

C
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SR

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2
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(
R
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R
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A
D
)
01-13-14
IM
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STANDARDS
TOWN OF CARRBORO
______________________________
OCTOBER, 2011
STANDARDS AND DESIGN,
SPECIFICATIONS,
OWASA - MANUAL OF
______________________________
STANDARD SPECIFICATION
NCDOT - JANUARY 2012
TEL [phone] FAX [phone]
RALEIGH, NORTH CAROLINA 27606
915 JONES FRANKLIN ROAD
SUNGATE DESIGN GROUP, P.A.
ENG. FIRM LICENSE NO. C-890ROGERS RD SIDEWALK PROJECT
10 20 4020
10 20 4020
5 105
0
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PROFILE (HORIZONTAL)
PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
N.C.
DESIGN DATA Prepared in the Office of:
SIGNATURE:
P.E.
SUNGATE DESIGN GROUP, P.A.
PROJECT ENGINEERGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:
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PUBLIC WORKS
TOWN OF CARRBORO
0
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915 JONES FRANKLIN ROAD, RALEIGH, NC, 27606
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DO NOT USE FOR CONSTRUCTION
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DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
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NCDOT ENCROACHMENTS
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SR 1729, ROGERS ROAD BETWEEN MEADOW RUN CT
2.5
STA 11+61.90
BEGIN PROJECT
STA 68+62.88
END PROJECT
1
SHEET
NO.
TOTAL
SHEETS
DATE: OCTOBER 7, 2013
PSH C1.04 PSH C1.05
PSH C1.06
PSH C1.07 PSH C1.08 PSH C1.09 PSH C1.10 PSH
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= +/-5700 LF
PROJECT
CARRBORO SIDEWALK
TOTAL LENGTH OF TOWN OF
SIGNATURE:
P.E.
PROJECT ENGINEER
W. HENRY WELLS, JR, P.E.
CHARLES A. MUSSER, JR, R.L.A.
PROJECT LANDSCAPE ARCHITECT
SIGNATURE:
R.L.A.
JOSHUA G. DALTON, PE, CPESC
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
71
/ FINAL EROSION CONTROL
CLEARING AND GRUBBINGE1.04 - E1.15
SOIL STABILIZATION SUMMARYE1.03
EROSION CONTROL DETAILSE1.02 - E1.02D
EROSION CONTROL NOTESE1.01
EROSION CONTROL TITLE SHEETE1.00
FIBER OPTIC CONDUIT / PULL BOX LOCATIONSC5.01
TRAFFIC CONTROL OVERALLC4.02
TRAFFIC CONTROL DETAILSC4.01 - C4.01B
STAGING AREASC3.01
CROSS SECTIONS- C2.26C2.01
PLAN/ PROFILEC1.04 - C1.15
GENERAL NOTESC1.03
TYPICALSC1.02C
UTILITIES CONFLICTS SCHEDULEC1.02B
STORM DRAINAGE SCHEDULEC1.02A
SURVEY CONTROLC1.02
CONVENTIONAL PLAN SHEET SYMBOLSC1.01A
S
o
u
th
e
rn
R
ail
w
a
y
High Sch.
Hill
Chapel
SHEET 2 OF 9
BUFFER DRAWING
M
A
T
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LI
N
E

2
5
+
0
0
M
A
T
C
H
LI
N
E

3
0
+
0
0
25+00 26+00 27+00 28+00 29+00 30+00
490
500
510
520
490
500
510
520

M
A
T
C
H
LI
N
E

2
5
+
0
0
10 20 40200
PLANS
M
A
T
C
H
LI
N
E

3
0
+
0
0
1/
13
/
2
0
14
R
O
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S
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
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ROGERS13CDC107
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/ P
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F
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EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
EX
15" RCP
DITCH
EXTG ROADSIDE
15" RCP
DITCH
PROP ROADSIDE
15" RCP
DITCH
EXTG ROADSIDE
2GI-D
10-7-13
R
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15" RCP
EX 48" CMP
SITE 1
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SIDEWALK
5’ STD DRIVEWAY
RETAIN
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD CONCRETE
ADJUST
ADJUST
RETAIN
E
OG
S
OIL
UT
WV WV
WV
WV
WV WM
WM
UP
UP
SIGN
4
8
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C
M
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15" RCP
EOP
EOPEOP
EOP
UT UT
E
OG
E
OG
2
6
+
0
0
2
7
+
0
0
2
8
+
0
0
2
9
+
0
0
HYD MON
INV=500.89’INV=500.14’
WV
WV
PREVENTER
BACKFLOW
CTRL POINT
HOR/VERT
PT #13
HYD MON
PIN 9870441657
D.B. 932, PG. 81
JAMES M. ALLEN
PIN 9870453385
D.B. 171, PG. 475
LEAH ROGERS
PIN 9870347529
D.B. 4088, PG. 331
BUDDHA LLC
PIN 9870442208
D.B. 4435, PG. 507
BUDDHA LLC PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
EIP
ROGERS ROAD SR 1729
ENDWALL
15" RCP-III
REMOVE
RETAIN
15" RCP-III
1
5
"
RC
P
-III
2GI-B
1
5
"

R
C
P
-
I
I
I

SEE DETAIL #1
SPEC LAT V DITCH
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 7 SY GFD
EST 2 TON
CL ’B’ RIP RAP
W/ GASKET SLEEVE
BAND AND EXTEND
48" CSP
(-) 1.68%
(-) 0.94%
E
L
=
5
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C C C C C C C
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SHEET 3 OF 9
BUFFER DRAWING
M
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2
5
+
0
0
M
A
T
C
H
LI
N
E

3
0
+
0
0
25+00 26+00 27+00 28+00 29+00 30+00
490
500
510
520
490
500
510
520

M
A
T
C
H
LI
N
E

2
5
+
0
0
10 20 40200
PLANS
M
A
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C
H
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3
0
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0
0
1/
13
/
2
0
14
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
O
G
E
R
S

R
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A
D

S
I
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W
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C1.07
ROGERS13CDC107
P
LA
N

/ P
R
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F
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EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
EX
15" RCP
DITCH
EXTG ROADSIDE
15" RCP
DITCH
PROP ROADSIDE
15" RCP
DITCH
EXTG ROADSIDE
2GI-D
10-7-13
R
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SLL
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R
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N
S
T
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DE
H
L
GI
15" RCP
EX 48" CMP
SITE 1
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SIDEWALK
5’ STD DRIVEWAY
RETAIN
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD CONCRETE
ADJUST
ADJUST
RETAIN
E
OG
S
OIL
UT
WV WV
WV
WV
WV WM
WM
UP
UP
SIGN
4
8
"

C
M
P
15" RCP
EOP
EOPEOP
EOP
UT UT
E
OG
E
OG
2
6
+
0
0
2
7
+
0
0
2
8
+
0
0
2
9
+
0
0
HYD MON
INV=500.89’INV=500.14’
WV
WV
PREVENTER
BACKFLOW
CTRL POINT
HOR/VERT
PT #13
HYD MON
PIN 9870441657
D.B. 932, PG. 81
JAMES M. ALLEN
PIN 9870453385
D.B. 171, PG. 475
LEAH ROGERS
PIN 9870347529
D.B. 4088, PG. 331
BUDDHA LLC
PIN 9870442208
D.B. 4435, PG. 507
BUDDHA LLC PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
EIP
ROGERS ROAD SR 1729
FF
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ENDWALL
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REMOVE
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1
5
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RC
P
-III
2GI-B
1
5
"

R
C
P
-
I
I
I

SEE DETAIL #1
SPEC LAT V DITCH
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 7 SY GFD
EST 2 TON
CL ’B’ RIP RAP
W/ GASKET SLEEVE
BAND AND EXTEND
48" CSP
(-) 1.68%
(-) 0.94%
E
L
=
5
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0
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=
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C
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P
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2
9
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7
5
(+) 0.48%
SHEET 4 OF 9
BUFFER DRAWING
M
A
T
C
H
LI
N
E

3
0
+
0
0
M
A
T
C
H
LI
N
E

3
5
+
0
0
30+00 31+00 32+00 33+00 34+00 35+00
490
500
510
520
490
500
510
520
10 20 40200
PLANS
M
A
T
C
H
LI
N
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3
0
+
0
0
M
A
T
C
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LI
N
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13
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,

N
C
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.08
ROGERS13CDC108
P
LA
N

/ P
R
O
F
I
LE
15" RCP
DITCH
PROP ROADSIDE
EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GROUND
AT FACE SIDEWALK
EXTG GROUND
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
SITE 1
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
RELOCATE
RETAIN
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
E
O
G EOG
15" RCP
EOP EOP
EOPEOP
3
1+
0
0
3
2
+
0
0
3
3
+
0
0
3
4
+
0
0
15" RCP
SIGN
SIGN
WM
UP
E
O
G E
O
G
R/W MON
INV=493.68’
INV=515.38’
INV=515.69’
INV=502.30’
INV=502.87’
MAILBOX
CTRL POINT
HOR/VERT
PT #12 CTRL POINT
HOR/VERT
PT #11
PIN 9870445166
D.B. 395, PG. 234
BETTIE D. ROGERS
SAMUEL F. ROGERS PIN 9870437814
D.B. 166, PG. 2
LEAH ROGERS
PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
ROGERS ROAD SR 1729
PIN 9870438967
D.B. 2164, PG. 351
LOVE CHURCH INTERNATIONAL INC. FAITH TABERNACLE OASIS OF
(+) 0.92%
(+) 1.49%
(+) 2.38%
(+) 3.16%
E
L
=
5
0
2
.2
9
E
L
=
5
0
1.10
E
L
=
5
0
0
.7
3
E
L
=
5
0
0
.5
0
E
L
=
5
0
0
.5
0
P
I
=
3
0
+
0
0
P
I
=
3
0
+
2
5
P
I
=
3
0
+
5
0
P
I
=
3
1+
0
0
E
L
=
5
0
3
.0
8
P
I
=
3
1+
2
5
L
A
T

V

D
I
T
C
H
E
N
D

S
P
E
C

ENDWALL
REMOVE
RETAIN
SEE DETAIL #1
SPEC LAT V DITCH
15" RCP-III
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
C
C
F
CF
F
F
F
F
F
FFF
FFFF
FFFFFFFFFFF
C C C
C C C C C
C
SHEET 5 OF 9
BUFFER DRAWING
M
A
T
C
H
LI
N
E

3
0
+
0
0
M
A
T
C
H
LI
N
E

3
5
+
0
0
30+00 31+00 32+00 33+00 34+00 35+00
490
500
510
520
490
500
510
520
10 20 40200
PLANS
M
A
T
C
H
LI
N
E

3
0
+
0
0
M
A
T
C
H
LI
N
E

3
5
+
0
0
1/
13
/
2
0
14
R
O
G
E
R
S
_
H
y
d
_
p
r
m
_
b
u
f
_
p
s
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0
8
_
c
o
n
j
h
a
r
v
e
y
EX 15" RCP
EX 15" RCP
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
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.
2
0
1
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S
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A
.

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D
R
A
W
I
N
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W
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T
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T
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S
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P
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M
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.
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(
9
1
9
)

8
5
9
-
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2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
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IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
IN

R
O
A
D
E
N
G

F
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M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
I
N
C
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L
E
T
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P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
I
SI
T
I
ON
DO
N
OT

U
SE

F
OR

CON
ST
R
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CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.08
ROGERS13CDC108
P
LA
N

/ P
R
O
F
I
LE
15" RCP
DITCH
PROP ROADSIDE
EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GROUND
AT FACE SIDEWALK
EXTG GROUND
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
SITE 1
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
RELOCATE
RETAIN
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
E
O
G EOG
15" RCP
EOP EOP
EOPEOP
3
1+
0
0
3
2
+
0
0
3
3
+
0
0
3
4
+
0
0
15" RCP
SIGN
SIGN
WM
UP
E
O
G E
O
G
R/W MON
INV=493.68’
INV=515.38’
INV=515.69’
INV=502.30’
INV=502.87’
MAILBOX
CTRL POINT
HOR/VERT
PT #12 CTRL POINT
HOR/VERT
PT #11
PIN 9870445166
D.B. 395, PG. 234
BETTIE D. ROGERS
SAMUEL F. ROGERS PIN 9870437814
D.B. 166, PG. 2
LEAH ROGERS
PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
ROGERS ROAD SR 1729
PIN 9870438967
D.B. 2164, PG. 351
LOVE CHURCH INTERNATIONAL INC. FAITH TABERNACLE OASIS OF C
C
F
CF
F
F
F
F
F
FFF
FFFF
FFFFFFFFFFF
C C C
C C C C C
C494495
496 4
9
7
497
498
498
499
499
500
500
501
501
5
0
2
5
0
2
502
503
5
0
3
504
5
0
4
5
0
4
5
0
5
5
0
5
5
0
6
506
507
507
508
508
509
5
0
9
510
510
511
511
512
5125
12
513
513
513
514
514
514
515
515
515
516
516
516
516
517
517
517
517
518
518
518
518 519
519
519
519
520
520520
5
2
0
520
5
2
1
5
2
1
521
5
2
2
(+) 0.92%
(+) 1.49%
(+) 2.38%
(+) 3.16%
E
L
=
5
0
2
.2
9
E
L
=
5
0
1.10
E
L
=
5
0
0
.7
3
E
L
=
5
0
0
.5
0
E
L
=
5
0
0
.5
0
P
I
=
3
0
+
0
0
P
I
=
3
0
+
2
5
P
I
=
3
0
+
5
0
P
I
=
3
1+
0
0
E
L
=
5
0
3
.0
8
P
I
=
3
1+
2
5
L
A
T

V

D
I
T
C
H
E
N
D

S
P
E
C

ENDWALL
REMOVE
RETAIN
SEE DETAIL #1
SPEC LAT V DITCH
15" RCP-III
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
SHEET 6 OF 9
BUFFER DRAWING
M
A
TC
H
LIN
E
6
5
+
0
0
65+00 66+00 67+00 68+00
460
470
480
490
500
460
470
480
490
500

M
A
T
C
H
LI
N
E

6
5
+
0
0
10 20 40200
PLANS
69+00
1/
13
/
2
0
14
R
O
G
E
R
S
_
H
y
d
_
p
r
m
_
b
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_
p
s
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1
5
j
h
a
r
v
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S
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A
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D
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S
I
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N

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P
,
P
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.
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
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C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
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S

F
R
A
N
K
L
IN

R
O
A
D
E
N
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F
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M

L
IC
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N
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N
O
.

C
-
8
9
0
I
N
C
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P
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A
N
S
DO
N
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U
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F
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/
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I
ON
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N
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F
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CON
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R
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I
ON
P
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N
A
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P
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2
0
1
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D
R
A
W
I
N
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W
I
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H
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W
R
I
T
T
E
N

C
O
N
S
E
N
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O
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S
D
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I
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O
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P
E
R
M
I
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D
.
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.15
ROGERS13CDC115
P
LA
N

/ P
R
O
F
I
LE
EXTG CL ROAD EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE(2) EX 54" CMP
15" RCP
CB
ENDWALL
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
OUTLET
15" RCP
SITE 2
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SIDEWALK
5’ STD CONCRETE
CURB AND GUTTER
2’-6" CONCRETE
SIDEWALK
5’ STD CONCRETE
CONCRETE SIDEWALK
TIE TO EXTG
ADJUST
ADJUST
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
RELOCATE
AND GUTTER
TRANSITION TO EXISTING CURB
AS REQUIRED FOR SMALL
AND GUTTERREMOVE EXTG CURB
T
C
S
E
O
P
EOPEOP
EOP
5
4
"

C
M
P
5
4
"

C
M
P
36" RCP
SIGN
TPED
CABLE
UP
SSMH
SSMH
SDMH
6
6
+
0
0
6
7
+
0
0
6
8
+
0
0
FO BOX
CTRL POINT
HOR/VERT
PT #3
CTRL POINT
HOR/VERT
PT #2
15" RCP
PIN 9870516306
P.B. 55, PG. 87
D.B. 5256, PG. 185
ANDREA C. TANNER
DAVID G. TANNER
PIN 9870519288
P.B. 55, PG. 87
D.B. 946, PG. 181
DONNA H. HAMILTON
MICHAEL ANTHONY HAMILTON
PIN 9870508940
P.B. 55, PG. 87
D.B. 868, PG. 1492
HOMEOWNERS ASSOCIATION INC.
HIGHLANDS PHASE V
C
E
N
T
E
R
LI
N
E
H
O
M
E
S
T
E
A
D
R
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A
D
S
R
1
1
7
7
R
O
W
R
O
W
R
OW
ROW
ROW
ROW
ROW
ROW
ROW
ROGERS ROAD SR 1729
ENDWALL
RETAIN
RETAIN
CB
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
15" RCP-III W/ SLEEVE GASKETS
AND EXTEND
2@54" CSP BAND
F
F
F
F
F
F
F
F
F
F
F F
F
F
FF
SHEET 7 OF 9
BUFFER DRAWING
M
A
TC
H
LIN
E
6
5
+
0
0
65+00 66+00 67+00 68+00
460
470
480
490
500
460
470
480
490
500

M
A
T
C
H
LI
N
E

6
5
+
0
0
10 20 40200
PLANS
69+00
1/
13
/
2
0
14
R
O
G
E
R
S
_
H
y
d
_
p
r
m
_
b
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_
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1
5
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c
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j
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a
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P
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(
9
1
9
)

8
5
9
-
6
2
5
8
T
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(
9
1
9
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8
5
9
-
2
2
4
3
R
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L
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,

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A
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IN
A

2
7
6
0
6
9
1
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J
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F
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.

C
-
8
9
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CON
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P
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P
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R
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A
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S
I
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W
A
LK
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.15
ROGERS13CDC115
P
LA
N

/ P
R
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F
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EXTG CL ROAD EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE(2) EX 54" CMP
15" RCP
CB
ENDWALL
10-7-13
R
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9334
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SITE 2
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SIDEWALK
5’ STD CONCRETE
CURB AND GUTTER
2’-6" CONCRETE
SIDEWALK
5’ STD CONCRETE
CONCRETE SIDEWALK
TIE TO EXTG
ADJUST
ADJUST
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
RELOCATE
AND GUTTER
TRANSITION TO EXISTING CURB
AS REQUIRED FOR SMALL
AND GUTTERREMOVE EXTG CURB
T
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5
4
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C
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SIGN
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UP
SSMH
SSMH
SDMH
6
6
+
0
0
6
7
+
0
0
6
8
+
0
0
FO BOX
CTRL POINT
HOR/VERT
PT #3
CTRL POINT
HOR/VERT
PT #2
15" RCP
PIN 9870516306
P.B. 55, PG. 87
D.B. 5256, PG. 185
ANDREA C. TANNER
DAVID G. TANNER
PIN 9870519288
P.B. 55, PG. 87
D.B. 946, PG. 181
DONNA H. HAMILTON
MICHAEL ANTHONY HAMILTON
PIN 9870508940
P.B. 55, PG. 87
D.B. 868, PG. 1492
HOMEOWNERS ASSOCIATION INC.
HIGHLANDS PHASE V
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ROGERS ROAD SR 1729
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ENDWALL
RETAIN
RETAIN
CB
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
15" RCP-III W/ SLEEVE GASKETS
AND EXTEND
2@54" CSP BAND
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SIDEWALK ON SR 1729 (ROGERS ROAD) 01-13-14
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(F
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Rev. Jan 2009
NOT TO SCALE
VICINITY MAP
HOMESTEAD RD
SR 1777
R
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C
STANDARDS
TOWN OF CARRBORO
______________________________
OCTOBER, 2011
STANDARDS AND DESIGN,
SPECIFICATIONS,
OWASA - MANUAL OF
______________________________
STANDARD SPECIFICATION
NCDOT - JANUARY 2012
TEL [phone] FAX [phone]
RALEIGH, NORTH CAROLINA 27606
915 JONES FRANKLIN ROAD
SUNGATE DESIGN GROUP, P.A.
ENG. FIRM LICENSE NO. C-890ROGERS RD SIDEWALK PROJECT
10 20 4020
10 20 4020
5 105
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
N.C.
DESIGN DATA Prepared in the Office of:
SIGNATURE:
P.E.
SUNGATE DESIGN GROUP, P.A.
PROJECT ENGINEERGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:
N/A
PUBLIC WORKS
TOWN OF CARRBORO
0
00
915 JONES FRANKLIN ROAD, RALEIGH, NC, 27606
C-890
NG INEE
R
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AN
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L.A. FIRM LICENSE NO. C-91
IGS
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C-91
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A N DSCAPE
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Rogers Rd.
R
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Tr.
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8
9
6
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2
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SR
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SR 1896
PUREFOY DR
O
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D
N
C
8
6
S
R 1729
R
O
G
E
RS R
D
N
C
8
6
I
40
R
u
s
c
h

R
d
DRAINAGE, DRIVE APRONS
GUTTER, CONCRETE SIDEWALK, STORM
CONCRETE SIDEWALK, CONCRETE CURB AND
H
o
m
e
s
te
a
d
R
d
M eado
w
Run
Ct
INDEX OF SHEETS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
Staffield
Ln
W
itm
ore C
ir N Hawick Ct
S Hawick Ct
R
d.
SR
1
7
2
7
EU
BANK
S
RD
NCDOT ENCROACHMENTS
AND SR 1777, HOMESTEAD RD
1. SR 1729, ROGERS ROAD BETWEEN MEADOW RUN CT (NON-SYSTEM)
(NON-SYSTEM) AND SR 1777, HOMESTEAD RD
SR 1729, ROGERS ROAD BETWEEN MEADOW RUN CT
2.5
STA 11+61.90
BEGIN PROJECT
STA 68+62.88
END PROJECT
1
SHEET
NO.
TOTAL
SHEETS
DATE: OCTOBER 7, 2013
PSH C1.04 PSH C1.05
PSH C1.06
PSH C1.07 PSH C1.08 PSH C1.09 PSH C1.10 PSH
C
1
.1
1
P
S
H
C
1.
12
P
S
H
C
1.
13
P
S
H
C
1.
14
PSH C1.15
= +/-5700 LF
PROJECT
CARRBORO SIDEWALK
TOTAL LENGTH OF TOWN OF
SIGNATURE:
P.E.
PROJECT ENGINEER
W. HENRY WELLS, JR, P.E.
CHARLES A. MUSSER, JR, R.L.A.
PROJECT LANDSCAPE ARCHITECT
SIGNATURE:
R.L.A.
JOSHUA G. DALTON, PE, CPESC
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
71
/ FINAL EROSION CONTROL
CLEARING AND GRUBBINGE1.04 - E1.15
SOIL STABILIZATION SUMMARYE1.03
EROSION CONTROL DETAILSE1.02 - E1.02D
EROSION CONTROL NOTESE1.01
EROSION CONTROL TITLE SHEETE1.00
FIBER OPTIC CONDUIT / PULL BOX LOCATIONSC5.01
TRAFFIC CONTROL OVERALLC4.02
TRAFFIC CONTROL DETAILSC4.01 - C4.01B
STAGING AREASC3.01
CROSS SECTIONS- C2.26C2.01
PLAN/ PROFILEC1.04 - C1.15
GENERAL NOTESC1.03
TYPICALSC1.02C
UTILITIES CONFLICTS SCHEDULEC1.02B
STORM DRAINAGE SCHEDULEC1.02A
SURVEY CONTROLC1.02
CONVENTIONAL PLAN SHEET SYMBOLSC1.01A
S
o
u
th
e
rn
R
ail
w
a
y
High Sch.
Hill
Chapel
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Baseline Control Point
RIGHT OF WAY:
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
Proposed Control of Access
Proposed Right of Way Line
C
F
Existing Easement Line
Proposed Temporary Construction Easement
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;
z
v
W
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Booth
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}
T
p
Q
l
e
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
Recorded U/G Power Line
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*)
Recorded U/G Telephone Conduit
Designated U/G Telephone Conduit (S.U.E.*)
Recorded U/G Fiber Optics Cable
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line
4
I
H
a
TV:
TV Satellite Dish
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
Recorded U/G TV Cable
Recorded U/G Fiber Optic Cable
Designated U/G Fiber Optic Cable (S.U.E.*)
r
|
I
]
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
?
CONC
CONC WW
v
v
Drainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
Designated U/G Power Line (S.U.E.*)
Designated U/G Fiber Optics Cable (S.U.E.*)
Designated U/G Water Line (S.U.E.*)
Designated U/G TV Cable (S.U.E.*)
Designated U/G Gas Line (S.U.E.*)
U/G Test Hole (S.U.E.*)
*S.U.E. = Subsurface Utility Engineering
WLB
EIP B
ECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
Note: Not to Scale
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
Proposed Permanent Easement with
Iron Pin and Cap Marker
Proposed Temporary Utility Easement TUE
Iron Pin and Cap Marker
Proposed Right of Way Line with
DUEProposed Permanent Drainage / Utility Easement
AUEProposed Aerial Utility Easement
CRProposed Curb Ramp
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
UST
Known Soil Contamination: Area or Site
Potential Soil Contamination: Area or Site
Concrete or Granite R/W Marker
Proposed Right of Way Line with
C
A Concrete C/A Marker
Proposed Control of Access Line with
2
0
1
3

S
U
N
G
A
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E

D
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DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
10
/
8
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(
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PLANS
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DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCGS FOR MONUMENT "#17"
WITH NAD 83/NSRS 2011 STATE PLANE GRID COORDINATES OF
NORTHING: 805957.33(ft) EASTING: 1973508.75(ft)
ELEVATION: 514.95’(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"#17" TO -L- STATION IS
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
(GROUND TO GRID) IS: 0.999928860
19
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DESCRIPTIONNORTHING EASTING ELEVATION POINT
C1.02
ROGERS13CDC102
DESIGN AND ENGINEERING SERVICES ON MARCH 7, 2013.
SURVEY CONTROL DATA PROVIDED BY SUMMIT
2
NCGS HOR & VERT525.51972052805876.719
NCGS HOR & VERT510194327780617718
IP/ CAP481.311976239801116.162
IP/ CAP NCGS HOR & VERT502.91975541800253.51
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
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SIZE
REMARKS
CLASS III R.C. PIPE
(UNLESS NOTED OTHERWISE)STATION
S
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ENDWALLS
REINFORCED

LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 54" & OVER)
TYPE OF GRATE
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.
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ABBREVIATIONS
IN
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C.B.
N.D.I.
D.I.
J.B.
M.H.
CATCH BASIN
NARROW DROP INLET
DROP INLET
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLETT.B.D.I.
T.B.J.B.TRAFFIC BEARING JUNCTION BOX
G.D.I.GRATED DROP INLET
G.D.I. (N.S.)
(NARROW SLOT)
GRATED DROP INLET
C
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ABBREVIATIONS
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4
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6
REMARKS

COMPUTED BY:
CHECKED BY:DATE:
DATE:

12"15"18"24"30"36"42"48"12"36"42"48"
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
STANDARD 840.03
AND HOOD
FRAME, GRATES
CU. YDS.
OR GAUGE
THICKNESS
*FT.
LIN.
T
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NOTED
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STD. 838.80
OR
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STD. 838.01,
C.B.
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D.I.
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CATCH BASIN
NARROW DROP INLET
DROP INLET
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLETT.B.D.I.
T.B.J.B.TRAFFIC BEARING JUNCTION BOX
G.D.I.GRATED DROP INLET
G.D.I. (N.S.)
(NARROW SLOT)
GRATED DROP INLET
48"42"36"30"24"18"15"
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"

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P
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18
"

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D
RA
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P
IP
E
(CLASS IV)
R.C. PIPE
SUB-REGIONAL & REGIONAL
NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
11+90 -L-RT 1 517.0 514.3 1
G
.
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11+75 -L-RT 2 3 514.2 513.9 16
RT 3 517.8 513.7 1
1
1
17+00 -L-RT 4 526.4528.3 1 1
RT 4 5 526.4 525.2 36
18+08 -L-RT 6 525.8 523.5 1 1
RT 6 7 523.5 523.0 16
20+88 -L-RT 8 523.0 520.0 1 1
RT 8 9 520.0 519.7 20
28+59 -L-RT 10 500.9 499.011 72
29+75 -L-RT 12 500.4 493.9
RT 12 493.913A 493.7 20
1 2.5 1
29+88 -L-RT 13 493.9 BAND AND EXTEND 48" CSP WITH SLEEVE GASKET
RT OUT13 493.7 12 6.0
31+64 -L-RT 14 15 502.9 501.2 56
38+20 -L-RT 16 17 532.4 531.3 12
38+49 -L-RT 17 533.1 531.3 1 1
51+89 -L-RT 18 19 518.0 12
1252+39 -L-RT 20 21 516.3
62+50 -L-RT 2422 488.3 485.2 80
62+98 -L-RT 23 24 486.5 485.2
63+52 -L-RT 25 483.7 483.7 2
RT 25 26 483.7 483.2
8
48
63+47 -L-RT 27 28 488.5 484.0 32
68+38 -L-RT 29 480.1 477.1 11
RT 29 30 476.5477.1 24
SHEET TOTALS 12 264 60 48 80 6.0 7 2.5 1 1 5 1 1 2
517.6
516.0
29
3029
478.5 472.33
472.23
10
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
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C1.02B
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
CAM, WBH
1083-12003
R
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(+).08
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5’
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(+).08
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TYPICAL SECTION NO. 1 TYPICAL SECTION NO. 2
10
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8
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3:1 3:
14
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TYPICAL SECTION NO. 9
TYPICAL SECTION NO. 10

4"
(-).02
VARIES
6"
4.0’
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STA 23+25 - STA 24+75
TYPICAL SECTION NO. 12
E
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STA 59+00 - STA 62+25
STA 53+50 - STA 54+00
STA 40+75 - STA 41+75
STA 37+50 - STA 38+00
BINDER
5" ASPHALT
SURFACE
2" ASPHALT
BASE
4" ASPHALT
(-).08
3:
1
STA 54+50 - STA 58+75
STA 42+00 - STA 52+75
STA 38+50 - STA 40+50
STA 31+75
STA 28+75 - STA 29+00
STA 22+25 - STA 22+75
STA 20+50 - STA 21+25
STA 16+75 - STA 17+75
STA 29+00 - STA 31+25
STA 19+00 - STA 19+75
STA 18+00
STA 32+00 - STA 37+50
STA 26+00 - STA 28+50
STA 25+25 - STA 25+75
STA 21+75 - STA 22+00
STA 20+25
STA 12+25 - STA 16+50
10-7-13
R
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
CAM, WBH
1083-12003
R
O
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10
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10+00 11+00 12+00 13+00 14+00 15+00
500
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10
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
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R
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C1.04
ROGERS13CDC104
P
LA
N

/ P
R
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F
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EXTG CL ROAD
EXTG CL ROAD
AT SIDEWALK FACE
EXTG GRADE
AT SIDEWALK FACE
EXTG GRADE
EX 24" RCP
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
PROP ROADSIDE
18" RCP
18" RCP
2GI
JB W/ MH
10-7-13
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5’ STD CONCRETE
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EOP
EOP
EOP
SIGN
SIGN
SIGN
SIGN
SIGN
11+
0
0
12
+
0
0
14
+
0
0
13
+
0
0
WV
WV
WV WVWM
UT
UTWM
EOP
24" RCP
UT
PI Sta 14+73.25
D
L = 147.25’
T = 73.78’
R = 920.82’
INV=511.76’
INV=513.73’PREVENTER
BACKFLOW
CTRL POINT
HOR/VERT
PT #17
CCC
CCCCCFFFF
F
F
F
F
F
FFFFFFFFFFF
F
C
509 510
511
511
512
512
512
513
513
513
513 514
514
514
515
515
5
15
516
5
1
6
5
16
5
16
517
517
517
518
518
518
5
1
9
5
1
9
519
520
520
5
2
1
521
5
2
2
522
5
2
3
523
52
4
524
525
525
5
2
6
526
5
2
7
527
5
2
8
528
528
5
2
9
529
529
5
3
0
530
5
3
0
531
P
I
=
12
+
0
0
E
L
=
5
17
.5
0
E
L
=
5
17
.0
7
P
I
=
11+
9
0
L
A
T

V

D
I
T
C
H
B
E
G

S
P
E
C

E
L
=
5
19
.13
P
I
=
12
+
2
5
L
A
T

V

D
I
T
C
H
E
N
D

S
P
E
C

(+) 4.30%
(+) 6.52%
PIN 9870352822
P.B. 55, PG. 38
D.B. 4189, PG. 590
KIMBERLY M. GIBSON-FORREST
HOWARD J. FORRET
PIN 9870355605
P.B. 55, PG. 38
D.B. 1528, PG. 322
VIRGINIA BETHEA
JOHN BETHEA
M
E
A
D
O
W

R
U
N

C
T
PIN 9870357613
D.B. 166, PG. 346
ADDIE STREET
JOHN STREET
ROW
R
O
W
R
O
W
ROW
ROW ROW
ROW
ROWROW
ROW
EIP
EIP
EIP
ROGERS ROAD SR 1729
PIN 9870353308
D.B. 856, PG. 396
HOMEOWNERS ASSOC. INC
MEADOW RUN
2GI
18" RCP-III
1
8
"

R
C
P
-
I
I
I

3
2
1
RETAIN
JB w/MH
SEE DETAIL #1
SPEC LAT V DITCH
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
3:
1
FROM STA. 11+90 TO STA. 12+25 -L- RT
Max. d=1.5 Ft.
Min. D=1.5 Ft.
DETAIL 1
Type of Liner= PSRM
Ground
Natural Flatter4:1 or
Slope
Fill
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
M
A
T
C
H
LI
N
E
1
5
+
0
0 M
A
TC
H
LIN
E
2
0
+
0
0
15+00 16+00 17+00 18+00 19+00 20+00
510
520
530
540
550
510
520
530
540
550

M
A
T
C
H
LI
N
E

1
5
+
0
0
M
A
T
C
H
LI
N
E

2
0
+
0
0
10 20 40200
PLANS
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
1
0
5
_
p
f
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j
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a
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,

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.

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P
R
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S

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P
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P
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R
T
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G
.

R
E
P
R
O
D
U
C
T
I
O
N

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R

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T
H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

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N
S
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N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
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D
.
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C1.05
ROGERS13CDC105
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
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U
P
,
P
.A
.
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
IN

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
I
SI
T
I
ON
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
P
LA
N

/ P
R
O
F
I
LE
EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
DITCH
EXTG ROADSIDE DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
EX 12" RCP
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
EX 12" RCP
DITCH
PROP ROADSIDE DITCH
PROP ROADSIDE
PROP DITCH RIGHT
2GI-D
15" RCP
15" RCP
2GI-D
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
EX 15" RCP
522523523
523
5
2
3
524
5
2
4
524
524
524
5
2
4
5
2
4
524 525
52
5
525
525
525
526
526
526
527527
5
2
7
528
528
528 5
2
8
529
529
529
529
530
530
530
530
530
5
3
0
531
5
3
1
531
531
531
5
3
1
531
531
532
532
5
3
2
532
ADJUST
RELOCATE
REMOVE
RELOCATE
REMOVE
REMOVE
ADJUST
RETAIN
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
RELOCATE
RETAIN
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
RELOCATE
RELOCATE
P
C
C
S
t
a.
1
5
+
4
6.
7
1
P
T

S
ta
. 18
+
2
7
.8
2
1
6
+
0
0
17
+
0
0
18
+
0
0
EOP
EOP
EOP
EOP
EO
G
E
O
G
MANHOLE
WATER
WM
WELL
FH
W
E
O
G
E
OG
UP
WV
UT
UP
15
" R
C
P
12
" RC
P
12
" R
C
P
E
O
G
E
O
G
E
OG
S
OIL
S
OIL
WM
WM
19
+
0
0
HYD MON
PI Sta 14+73.25
D
L = 147.25’
T = 73.78’
R = 920.82’
PI Sta 16+90.76
D
L = 281.11’
T = 144.05’
R = 522.03’
WM
INV=523.47’
INV=524.74’
INV=524.03’
INV=523.69’
MAILBOX
(2) MAILBOXES
MAILBOX
INV=522.11’
WV
WV
CTRL POINT
HOR/VERT
PT #16
CTRL POINT
HOR/VERT
PT #15
E
l

=

5
2
4
.7
1
E
L
=
5
2
5
.18
P
I
=
17
+
3
5
L
A
T

V

D
I
T
C
H
B
E
G

S
P
E
C

(-
)
3
.00%
E
L
=
5
2
3
.6
0
P
I=
18
+
0
0
L
A
T

V

D
I
T
C
H
E
N
D

S
P
E
C

(-) 2.22%
(+) 0.48%
E
L
=
5
2
5
.9
5
P
I
=
18
+
0
7
L
A
T

V

D
I
T
C
H
B
E
G

S
P
E
C

P
I
=
17
+
5
0
E
L
=
5
2
6
.8
0
P
I
=
18
+
7
5
L
A
T

V

D
I
T
C
H
E
N
D

S
P
E
C

E
L
=
5
2
2
.11
P
I
=
19
+
9
5
L
A
T

V

D
I
T
C
H
E
N
D

S
P
E
C

P
I

=
19
+
2
5
E
L
=
5
2
4
.18
P
I

=
19
+
5
0
E
L
=
5
2
3
.9
6
(-) 1.12%(-) 0.88%(-) 0.76%
E
L
=
5
2
4
.4
6
P
I
=
19
+
0
0
L
A
T

V

D
I
T
C
H
B
E
G

S
P
E
C

P
I

=
19
+
7
5
E
L
=
5
2
3
.7
7
PIN 9870357613
D.B. 166, PG. 346
ADDIE STREET
JOHN STREET
PIN 9870356499
D.B. 182, PG. 334
ADDIE STREET
JOHN A. STREET
PIN 9870356289
D.B. 460, PG. 378
GEORGE L. THOMPSON
PIN 9870357203
D.B. 5442, PG. 467
ASSOCIATION TRUSTEE
US BANK NATIONAL
P
IN

9
8
7
0
3
5
7
2
0
3
D
.B
.
5
4
4
2
,
P
G
.
4
6
7
A
S
S
O
C
IA
T
IO
N

T
R
U
S
T
E
E

U
S

B
A
N
K

N
A
T
IO
N
A
L

ROW
ROW
ROW
ROWROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
EIP
EIP
EIP
EIP
EIP
EIP
PIN 9870356398
LAUREN MAXWELL
ROGERS ROAD SR 1729
6
7
15
"
RC
P-
III
2GI-D
15"
R
C
P-
III
RETAIN
REMOVE
15"
R
C
P-III
4
5
SEE DETAIL #1
SPEC LAT V DITCH
2GI-D
SEE DETAIL #1
SPEC LAT V DITCH
REMOVE
SEE DETAIL #1
SPEC LAT V DITCH
EST 7 SY GFD
EST 2 TON
CL ’B’ RIP RAP
EST 7 SY GFD
EST 2 TON
CL ’B’ RIP RAP
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
3:
1
FROM STA. 18+95 TO STA. 19+94 -L- RT
FROM STA. 18+07 TO STA. 18+75 -L- RT
FROM STA. 17+35 TO STA. 18+00 -L- RT
Max. d=1.5 Ft.
Min. D=1.5 Ft.
DETAIL 1
Type of Liner= PSRM
Ground
Natural Flatter4:1 or
Slope
Fill
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
F
F
C
F
F
F
F
F
F
F
FF
F
F
C
C
F
C
C
C
CC
F
F
FFF
FF
F
F
F
F
F
F
FF
C
C
M
ATC
H
LIN
E
2
0
+
0
0 M
A
T
C
H
LI
N
E
2
5
+
0
0
20+00 21+00 22+00 23+00 24+00 25+00
500
510
520
530
540
500
510
520
530
540
M
A
T
C
H
LI
N
E

2
5
+
0
0
10 20 40200
PLANS
M
A
T
C
H
LI
N
E

2
0
+
0
0
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
1
0
6
_
p
f
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j
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a
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D
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G
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P
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P
.A
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F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
IN

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
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S
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A
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D
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W
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H
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W
R
I
T
T
E
N

C
O
N
S
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T

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F

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D
G

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N
O
T

P
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R
M
I
T
T
E
D
.
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
I
SI
T
I
ON
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.06
ROGERS13CDC106
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
10-7-13
P
LA
N

/ P
R
O
F
I
LE
EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GROUND
AT FACE SIDEWALK
EXTG GROUND
EX 12" RCP EX 12" RCP
EX
12"
RCP
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
15" RCP
15" RCP
15" RCP
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
2GI-D
EX 15" RCP
SIDEWALK
5’ STD DRIVEWAY
RELOCATE
RETAIN
SIDEWALK
5’ STD CONCRETE
RELOCATE
RETAIN
RETAIN
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
REMOVE
RETAIN
ADJUST
ADJUST
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
ADJUST
RETAIN
P
C
S
ta
. 2
0
+
5
6
.3
6
P
C
C

S
ta
. 2
1+
8
2
.3
8
P
C
C

S
t
a
.

2
3
+
2
6
.
7
8
P
T
S
t
a
.
2
4
+
7
1.
5
7
12
"
R
C
P
12
"
R
C
P
EOG
15
" R
C
P
12"
RCP
12" RCP
E
O
P
E
O
P
EOP
EOP
UT
WM
WM
UT
UP
WV
WV
WM
SSMH
F
E
NC
E
E
O
G
E
OG
E
O
G E O G
S
OIL
S
OIL
EOG E
OG
E
O
G
S
O
I
L
2
1+
0
0
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0
UPUT
UT
R = 1,072.91’
T = 63.08’
L = 126.02’
D
PI Sta 21+19.44
PI Sta 22+55.06
D
L = 144.40’
T = 72.68’
R = 512.73’
PI Sta 23+99.29
D
L = 144.79’
T = 72.51’
R = 1,063.40’
INV=521.62’
COLUMN
INV=520.27’
INV=521.07’
INV=521.63’
INV=521.84’
INV=520.13’
INV=519.51’
MAILBOX
CTRL POINT
HOR/VERT
PT #14
FF
FF
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F
F
F
F
F
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F
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F
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F
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F
F
F
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513
514
514
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5
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5
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5
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P
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=
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L
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C
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P
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A
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V

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C
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N
D

S
P
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PIN 9870358102
D.B. 5076, PG. 586
JAMES E. STEWART
JACQUELINE STEWART
PIN 9870346986
D.B. 5459, PG. 333
ZOILA RIVAS I
PIN 9870348970
D.B. 3943, PG. 246
ALICIA JIMENEZ
HERMELINDA PEREZ JIMENEZ
PIN 9870349879
P.B. 96, PG. 177
D.B. 3649, PG. 383
KIMBERLY CANOVA
MICHAEL J. CANOVA
PIN 9870349696
D.B. 185, PG. 147
JAMES M. ALLEN
P
IN
9
8
7
0
3
5
7
2
0
3
D
.B
. 5
4
4
2
, P
G
. 4
6
7
A
S
S
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R
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ROW
ROW
ROW ROW ROW
ROW
ROW
ROW
ROWEIP
EIP
EIP
EIP EIP
EIP
EIP
EIP
ROGERS ROAD SR 1729
PIN 9870358102
D.B. 5076, PG. 586
JAMES E. STEWART
JACQUELINE STEWART
8
9
15
" RC
P-
III
15" RCP-III REMOVE
15"
R
C
P-III RETAIN
RETAIN
RETAIN
15" RCP-III
15"
R
C
P-III 2GI-D
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
3:
1
FROM STA. 23+03 TO STA. 24+86 -L- RT
Max. d=1.5 Ft.
Min. D=1.5 Ft.
DETAIL 1
Type of Liner= PSRM
Ground
Natural Flatter4:1 or
Slope
Fill
SEE DETAIL #1
SPEC LAT V DITCH
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 7 SY GFD
EST 2 TON
CL ’B’ RIP RAP
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
M
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M
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3
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+
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25+00 26+00 27+00 28+00 29+00 30+00
490
500
510
520
490
500
510
520

M
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C
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E

2
5
+
0
0
10 20 40200
PLANS
M
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C
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3
0
+
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0
10
/
8
/
2
0
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2
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P
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S
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
O
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E
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S

R
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D

S
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A
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C
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R
R
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C
C1.07
ROGERS13CDC107
P
LA
N

/ P
R
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F
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EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
EX
15" RCP
DITCH
EXTG ROADSIDE
15" RCP
DITCH
PROP ROADSIDE
15" RCP
DITCH
EXTG ROADSIDE
2GI-D
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
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FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
15" RCP
EX 48" CMP
SIDEWALK
5’ STD DRIVEWAY
RETAIN
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD CONCRETE
ADJUST
ADJUST
RETAIN
E
OG
S
OIL
UT
WV WV
WV
WV
WV WM
WM
UP
UP
SIGN
4
8
"

C
M
P
15" RCP
EOP
EOPEOP
EOP
UT UT
E
OG
E
OG
2
6
+
0
0
2
7
+
0
0
2
8
+
0
0
2
9
+
0
0
HYD MON
INV=500.89’INV=500.14’
WV
WV
PREVENTER
BACKFLOW
INV=493.68’
INV=493.74’
CTRL POINT
HOR/VERT
PT #13
HYD MON
PIN 9870441657
D.B. 932, PG. 81
JAMES M. ALLEN
PIN 9870453385
D.B. 171, PG. 475
LEAH ROGERS
PIN 9870347529
D.B. 4088, PG. 331
BUDDHA LLC
PIN 9870442208
D.B. 4435, PG. 507
BUDDHA LLC PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
EIP
ROGERS ROAD SR 1729
FF
F
F
F
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C C C C C C C
C C C
4
9
5
4
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497
498
4
9
8
499
4
9
9
500
500
501
501
501
502502
502
502
502
5
0
3
503504
504
504
505
505
5
0
5
506
506
506
507
507
5
0
7
508
508
508
508
509
509
509
509
510
5
1
0
510
510
510
511
5
1
1
511512
5
1
2
513 10
11
12
ENDWALL
15" RCP-III
REMOVE
RETAIN
1313A
15" RCP-III
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
3:
1
FROM STA. 29+00 TO STA. 31+25 -L- RT
Max. d=1.5 Ft.
Min. D=1.5 Ft.
DETAIL 1
Type of Liner= PSRM
Ground
Natural Flatter4:1 or
Slope
Fill
1
5
"
RC
P
-III
2GI-B
1
5
"

R
C
P
-
I
I
I

SEE DETAIL #1
SPEC LAT V DITCH
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 7 SY GFD
EST 2 TON
CL ’B’ RIP RAP
W/ GASKET SLEEVE
BAND AND EXTEND
48" CSP
(-) 1.68%
(-) 0.94%
E
L
=
5
0
0
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0
P
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=
3
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2
9
+
7
5
(+) 0.48%
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
M
A
T
C
H
LI
N
E

3
0
+
0
0
M
A
T
C
H
LI
N
E

3
5
+
0
0
30+00 31+00 32+00 33+00 34+00 35+00
490
500
510
520
490
500
510
520
10 20 40200
PLANS
M
A
T
C
H
LI
N
E

3
0
+
0
0
M
A
T
C
H
LI
N
E

3
5
+
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8
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2
0
13
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3
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EX 15" RCP
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C
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.08
ROGERS13CDC108
P
LA
N

/ P
R
O
F
I
LE
15" RCP
DITCH
PROP ROADSIDE
EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GROUND
AT FACE SIDEWALK
EXTG GROUND
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
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R
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FESSI
O
N
9334
G
E
N
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HW.
SEALP
N
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RESJR
.
A.
C
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401
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R
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R
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N
S
T
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H
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SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
RELOCATE
RETAIN
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
E
O
G EOG
15" RCP
EOP EOP
EOPEOP
3
1+
0
0
3
2
+
0
0
3
3
+
0
0
3
4
+
0
0
15" RCP
SIGN
SIGN
WM
UP
E
O
G E
O
G
R/W MON
INV=493.68’
INV=515.38’
INV=515.69’
INV=502.30’
INV=502.87’
MAILBOX
CTRL POINT
HOR/VERT
PT #12 CTRL POINT
HOR/VERT
PT #11
PIN 9870445166
D.B. 395, PG. 234
BETTIE D. ROGERS
SAMUEL F. ROGERS PIN 9870437814
D.B. 166, PG. 2
LEAH ROGERS
PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
ROGERS ROAD SR 1729
PIN 9870438967
D.B. 2164, PG. 351
LOVE CHURCH INTERNATIONAL INC. FAITH TABERNACLE OASIS OF C
C
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503
5
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3
504
5
0
4
5
0
4
5
0
5
5
0
5
5
0
6
506
507
507
508
508
509
5
0
9
510
510
511
511
512
5125
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513
513
513
514
514
514
515
515
515
516
516
516
516
517
517
517
517
518
518
518
518 519
519
519
519
520
520520
5
2
0
520
5
2
1
5
2
1
521
5
2
2
(+) 0.92%
(+) 1.49%
(+) 2.38%
(+) 3.16%
E
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9
E
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5
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E
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S
P
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15
14
ENDWALL
REMOVE
RETAIN
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
3:
1
FROM STA. 29+00 TO STA. 31+25 -L- RT
Max. d=1.5 Ft.
Min. D=1.5 Ft.
DETAIL 1
Type of Liner= PSRM
Ground
Natural Flatter4:1 or
Slope
Fill
SEE DETAIL #1
SPEC LAT V DITCH
15" RCP-III
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
M
A
T
C
H
LI
N
E

3
5
+
0
0
M
A
T
C
H
LIN
E

4
0
+
0
0
35+00 36+00 37+00 38+00 39+00 40+00
510
520
530
540
550
510
520
530
540
550

10 20 40200
PLANS
M
A
T
C
H
LI
N
E

4
0
+
0
0
M
A
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C
H
LI
N
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3
5
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A
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.
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
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ROGERS13CDC109
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/ P
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EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
EX 15" RCP
EX 15" RCP
EX 12" RCP
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE DITCH
EXTG ROADSIDE
DITCH
PROP ROADSIDE
2GI-D
15" RCP
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
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N
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SEALP
N
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L
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401
A
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R
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T
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H
L
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SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
ADJUST
ADJUST
ADJUST
ADJUST
RETAIN
RELOCATE
RETAIN
RETAINSIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETERETAIN
ADJUST
RELOCATE RETAIN
ADJUST
RELOCATE
RETAIN
RETAIN
RETAIN
RELOCATE
RETAIN
ADJUST
RETAIN
ADJUST
P
C

S
t
a
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9
+
4
8
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6
3
6
+
0
0
3
7
+
0
0
3
8
+
0
0
3
9
+
0
0
EOP
EOP EOP EOP
EOP
GATE
SIGN
SIGN
WV
WV
WV
WV
WV
WM
WM
WMGV
WM
GATE
12" RCP
15" RCP 15" RCP
UP
UP
UP
UT
EOGE
O
G
E
OGE
O
G
E
O
C E
OC
E
O
G
E
O
G
PI Sta 41+07.26
D
L = 316.51’
T = 158.51’
R = 2,298.19’
INV=525.30’
INV=526.48’SIGN
INV=529.70’INV=531.20’
INV=535.51’
INV=536.02’
GUYWIRE
GUYWIRE
GUYWIRE
CTRL POINT
HOR/VERT
PT #10
HYD MON
HYD MON
ROWROW
ROWROWROW
ROWROWROWROWROW
ROW ROW
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R
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P
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ROGERS ROAD SR 1729
PIN 9870438967
D.B. 2164, PG. 351
LOVE CHURCH INTERNATIONAL INC. FAITH TABERNACLE OASIS OF
PIN 9870438967
D.B. 2164, PG. 351
LOVE CHURCH INTERNATIONAL INC.
FAITH TABERNACLE OASIS OF
PIN 9870439728
P.B. 53, PG. 178
D.B. 2356, PG. 205
LOVE CHURCH INTERNATIONAL INC.
FAITH TABERNACLE OASIS OF
PIN 9870530645
P.B. 53, PG. 178
D.B. 2164, PG. 347
LOVE CHURCH INTERNATIONAL INC.
FAITH TABERNACLE OASIS OF
P
I
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9
8
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535
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535
536
536
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537
537
538
538538
538
539
539
540
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III
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RETAIN
16
DISTURBANCE
LIMITS OF
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LIMITS OF
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LIMITS OF
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LIMITS OF
M
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10 20 40200
PLANS
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
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C
C1.10
ROGERS13CDC110
P
LA
N

/ P
R
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F
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EXST CL ROAD
EXST CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
EX 15" RCP
EX 15" CMP
EX 15" RCP
EX 15" RCP
R
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R
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SLL
HT
O R L
R
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R
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10-7-13
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
RELOCATE
RETAIN
REMOVE
REMOVE
RELOCATE
RELOCATE
SIDEWALK
5’ STD CONCRETE SIDEWALK
5’ STD CONCRETE
REMOVE
REMOVE
RETAIN
RETAIN
REMOVERETAIN
SIDEWALK
5’ STD DRIVEWAY
RELOCATE
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
SIDEWALK
5’ STD CONCRETE
RELOCATE
P
C

S
t
a
. 4
4
+
19
.0
4
4
1+
0
0
4
2
+
0
0
4
3
+
0
0
4
4
+
0
0
EOP
EOP
EOP
EOP
EOP
EOP
EOP
15" RCP
15" CMP 15" RCP
15" RCP
WM
WM
WM
WM
WV
WVWV
SIGN
UP
UP
UP
UP
UP
UP UP
UP
UP
EOGE
O
G
E
O
G
E
OG
E
O
G E
OG
E
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EOG
E
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FENCE
R = 2,298.19’
T = 158.51’
L = 316.51’
D
PI Sta 41+07.26
P
T

S
t
a
. 4
2
+
6
5
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7
PI Sta 44+79.07
D
L = 119.99’
T = 60.03’
R = 1,571.23’
INV=537.86’INV=537.80’
INV=541.58’
INV=541.84’
INV=540.94’
INV=541.63’
INV=546.15’INV=546.56’
CTRL POINT
HOR/VERT
PT #9
HYD MON
PIN 9870531675
D.B. 2385, PG. 57
OF CHAPEL HILL INC.
ABUNDANT LIFE CENTER
PIN 9870532405
D.B. 5501, PG. 279
PROPERTIES LLC
BMS INVESTMENT
PIN 9870533332
D.B. 3586, PG. 1
DE MARY J. DE LIMA
JORGE L. DE LIMA
Z
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ROW
ROW
EIP
EIP
EIP
EIP
EIP
EIP
ROGERS ROAD SR 1729
PIN 9870539867
D.B. 2609, PG. 2141
ORANGE COUNTY INC.
HABITAT FOR HUMANIITY
R
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LIMITS OF
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LIMITS OF
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45+00 46+00 47+00 48+00 49+00 50+00
520
530
540
550
560
520
530
540
550
560
10 20 40200
PLANS
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.11
ROGERS13CDC111
P
LA
N

/ P
R
O
F
I
LE
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
EXTG CL ROAD
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
10-7-13
R
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R
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IN
SLL
HT
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CA
R
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FESSI
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9334
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DE
H
L
GI
RELOCATE
RELOCATE
RETAIN
ADJUST
RETAIN
RETAIN
RELOCATE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
RELOCATE
RELOCATE
P
C
C
S
t
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4
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UP
SIGN
WV
FH
WV
CABLE
EOP
EOP EOP
EOP
PI Sta 45+90.89
D
L = 103.54’
T = 51.86’
R = 719.09’
R = 1,184.38’
T = 117.81’
L = 234.84’
D
PI Sta 47+60.37
PI Sta 44+79.07
D
L = 119.99’
T = 60.03’
R = 1,571.23’
GUYWIRE
GUYWIRE
GUYWIRE
STRAIN POLE
CTRL POINT
HOR/VERT
PT #8
PIN 9870527705
P.B. 78, PG. 110
D.B. 3915, PG. 118
HOMEOWNERS ASSOCIATION
HIGHLANDS NORTH
PIN 9870533332
D.B. 3586, PG. 1
DE MARY J. DE LIMA
JORGE L. DE LIMA
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
R
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EIP
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1
8
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2
ROGERS ROAD SR 1729
C
C
C
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C
C
C
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C
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549
549
549
549
549
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550
550
5
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550
551
551
551
5
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2
DISTURBANCE
LIMITS OF
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LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
M
A
T
C
H
LI
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E

5
0
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5
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50+00 51+00 52+00 53+00 54+00 55+00
500
510
520
530
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510
520
530
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10 20 40200
PLANS
10
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REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
CAM, WBH
1083-12003
C
A
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R
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C
SHEET NO.
REVISIONS:
C
C1.12
ROGERS13CDC112
P
LA
N

/ P
R
O
F
I
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EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
EX 24" RCP
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
18" RCP
15" RCP
10-7-13
R
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R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
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N
9334
G
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N
REINE
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HW.
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N
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L
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USM
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.
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C
HAR
L
SE
401
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R
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E IHC
R
A
T
R
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T
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N
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DE
H
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C
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L
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5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE SIDEWALK
5’ STD CONCRETE
ADJUST RETAIN
RETAIN
RETAINRETAIN
RETAIN
RETAIN
RETAIN
RELOCATE
RETAIN
ADJUST
WCR
WCR
RETAIN
T
EOP
EOP
EOP
E
OP EOP
EOP EOP
EOP
5
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0
0
5
3
+
0
0
5
4
+
0
0
SIGN
SIGN
SIGN
SSMH
SSMH
WV
WV
WVWV
24" RCP
UP
TELE
FH
FENCE
FENCEUP
INV=517.31’
INV=516.29’
CTRL POINT
HOR/VERT
PT #7
CTRL POINT
HOR/VERT
PT #6
PIN 9870527450
P.B. 61, PG. 126
D.B. 3675, PG. 192
HONG HE
LIN WANG
PIN 9870527215
P.B. 61, PG. 126
D.B. 5385, PG. 475
MICHELLE E. TARTALIO
DAVID M. BEFUMO
E
Z
E
K
IE
L

P
E
P
P
E
R
S
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R
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IL
PIN 9870527705
P.B. 78, PG. 110
D.B. 3915, PG. 118
HOMEOWNERS ASSOCIATION
HIGHLANDS NORTH
PIN 9870527185
P.B. 61, PG. 126
D.B. 3980, PG. 37
GWEN D. GAGE
JAMES R. GAGE
ROWROW
ROW
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D.B. 1720, PG. 367
ORANGE COUNTY INC.
HABITAT FOR HUMANIITY
ROGERS ROAD SR 1729
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18
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RC
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III
15
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18
19
21
20
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
M
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5
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6
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55+00 56+00 57+00 58+00 59+00 60+00
480
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10 20 40200
PLANS

10
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.13
ROGERS13CDC113
R
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UP
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CTRL POINT
HOR/VERT
PT #5
PIN 9870527185
P.B. 61, PG. 126
D.B. 3980, PG. 37
GWEN D. GAGE
JAMES R. GAGE
PIN 9870527071
P.B. 61, PG. 126
D.B. 2671, PG. 286
MARY M. MATEER
JEFFERY R. MATEER
PIN 9870518941
P.B. 55, PG. 88
D.B. 1088, PG. 342
ANNE B. JUSTICE
SCOTT E. JUSTICE PIN 9870527185
P.B. 61, PG. 126
D.B. 3980, PG. 37
GWEN D. GAGE
JAMES R. GAGE
ROW
ROW
ROWROWROW
ROW
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ROGERS ROAD SR 1729
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(-) 2.62%
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2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 63+75 TO STA. 64+75 -L- RT
FROM STA. 58+50 TO STA. 62+50 -L- RT
DETAIL 2
B=3 Ft.
Max. d=1.0 Ft.
Min. D=1.5 Ft.
*When B is < 6.0’
Type of Liner= PSRM
Ground
Natural
Ground
Natural
SEE DETAIL #2
W/ PRSM
3’ BASE DITCH
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
M
A
T
C
H
LI
N
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6
0
+
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0
M
A
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C
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LI
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6
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60+00 61+00 62+00 63+00 64+00 65+00
470
480
490
500
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470
480
490
500
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10 20 40200
PLANS
10
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I
S

D
R
A
W
I
N
G

A
N
D

A
L
L

R
E
P
R
O
D
U
C
T
I
O
N
S

O
F

I
T

A
R
E

T
H
E

S
O
L
E

P
R
O
P
E
R
T
Y

O
F

S
D
G
.

R
E
P
R
O
D
U
C
T
I
O
N

O
R

O
T
H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.14
ROGERS13CDC114
P
LA
N

/ P
R
O
F
I
LE
EXTG CL ROAD
EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
(2) 24" RCP
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE
DESIGN BOX
SPECIAL
18" RCP
15" RCP
(2) 24" RCP
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
W/ SLEEVE GASKETS
BAND AND EXTEND
(2) 24" RCP
C
E
N
T
E
R
L
I
N
E
C
L
A
YM
O
R
E

R
D
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
ADJUST
RETAIN
RETAIN
RETAIN
RELOCATE
WCR
WCR
SIDEWALK
5’ STD CONCRETE STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
CURB AND GUTTER
2’-6" CONCRETE
CURB AND GUTTER
END 2’-6" CONCRETE
R=33.5’
BACK OF CURB
CROSSWALK
STOP BAR
P
C

S
t
a
. 6
4
+
8
8
.18
EOP
EOP
EOP
E
O
P
E
O
P
EOP
EOP
UP
UP
SAT
SIGN
SIGN
SIGN
6
1+
0
0
6
2
+
0
0
6
3
+
0
0
6
4
+
0
0
WV
WVWV
WV
SIGN
INV=484.99’INV=483.70’
INV=483.50’
INV=485.43’24" RCP
24" RCP
CTRL POINT
HOR/VERT
PT #4
PIN 9870518850
P.B. 55, PG. 88
D.B. 3779, PG. 476
CHRISTEN E. HOLLY
JOHN D. HOLLY
PIN 9870519636
P.B. 55, PG. 88
D.B. 4194, PG. 242
DEBORAH B. ADLER
MICHAEL BENTLEY ADLER
PIN 9870519466
P.B. 55, PG. 87
D.B. 5144, PG. 206
JUBINA BREGU
ERMAL BREGU
PIN 9870518941
P.B. 55, PG. 88
D.B. 1088, PG. 342
ANNE B. JUSTICE
SCOTT E. JUSTICE
ROW
ROW
R
O
W
ROW
ROW
R
O
WR
O
W
R
O
W
ROW
ROW
ROWROWROWROW
ROW
EIP
EIP
EIP
ROGERS ROAD SR 1729
(
O
R
A
N
G
E

C
T
Y
)
S
Y
L
V
A
N

W
A
Y
S
R

2
2
5
3
C
L
A
Y
M
O
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E

R
O
A
D
FF
FFFFFF
F FCCC
C
C
C
C
C
C
C
482
482
483
483
483
4
8
3
484
484
484 484
484
484
485
485
485
485
4
8
5
486
4
8
6
486
486
486
4
8
6
4
8
7
487 487
4
8
7
487
488
488
4
8
8
488
4
8
8
488
4
8
9
489
4
8
9
489
4
8
9
489
489
490
490
490
4
9
0
490
4
9
0
490
490
491
491
491
491
4
9
1 491
4
9
1
492
492
492
492
4
9
2
492
4
9
2
493
493
493
493
493 493
493
494
494
494
494 494
494
494
495
495
495
495
495
495
4
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5
496
496
496
496
496 4
9
6
497
497 497
497
4
97
497
498
498
498
4
9
8
498
498498
499 499
4
9
9
499
500
500
5
0
0501
501
5
0
1
502
502
502
(-) 2.32%
(-) 2.82%
(-) 3.04%
E
L
=
4
8
8
.3
3
P
I
=
6
2
+
5
0
3
’
B
A
S
E

D
I
T
C
H
E
N
D

S
T
D
E
L
=
4
9
3
.3
2
P
I
=
6
0
+
7
5
P
I
=
6
2
+
2
5
E
L
=
4
8
9
.0
9
E
L
=
4
8
3
.2
4
P
I
=
6
3
+
7
5
3
’

B
A
S
E

D
I
T
C
H
B
E
G

S
T
D
(-) 1.16%
(-) 1.52%
(-) 2.76%
E
L
=
4
8
2
.19
P
I
=
6
4
+
5
0
E
L
=
4
8
2
.9
5
P
I
=
6
4
+
0
0
E
L
=
4
8
1.5
0
P
I
=
6
4
+
7
5
3
’
B
A
S
E

D
I
T
C
H
E
N
D

S
T
D
22
24
23
RETAIN
RETAIN18" RCP-III 15" RCP-III
24" RCP-III
24" RCP-III
26
25
EXTEND
COLLAR AND
G
RAD
E
TO

DRA
IN
28
27
EST 30 SY GFD
EST 14 TONS
CL ’1’ RIP RAP
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 63+75 TO STA. 64+75 -L- RT
FROM STA. 58+50 TO STA. 62+50 -L- RT
DETAIL 2
B=3 Ft.
Max. d=1.0 Ft.
Min. D=1.5 Ft.
*When B is < 6.0’
Type of Liner= PSRM
Ground
Natural
Ground
Natural
SEE DETAIL #2
W/ PSRM
3’ BASE DITCHSEE DETAIL #2
W/ PSRM
3’ BASE DITCH
SEE DETAIL #2
W/ PSRM
3’ BASE DITCH
(2
)
2
4
"
R
C
P
-III
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
M
A
TC
H
LIN
E
6
5
+
0
0
65+00 66+00 67+00 68+00
460
470
480
490
500
460
470
480
490
500

M
A
T
C
H
LI
N
E

6
5
+
0
0
10 20 40200
PLANS
69+00
10
/
8
/
2
0
13
R
O
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R
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1
3
C
D
C
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1
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(
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1
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)

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T
E
D
.
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
C1.15
ROGERS13CDC115
P
LA
N

/ P
R
O
F
I
LE
EXTG CL ROAD EXTG CL ROAD
AT FACE SIDEWALK
EXTG GRADE
AT FACE SIDEWALK
EXTG GRADE
DITCH
EXTG ROADSIDE
DITCH
EXTG ROADSIDE(2) EX 54" CMP
15" RCP
CB
ENDWALL
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
OUTLET
15" RCP
SIDEWALK
5’ STD CONCRETE
CURB AND GUTTER
2’-6" CONCRETE
SIDEWALK
5’ STD CONCRETE
CONCRETE SIDEWALK
TIE TO EXTG
ADJUST
ADJUST
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
RELOCATE
AND GUTTER
TRANSITION TO EXISTING CURB
AS REQUIRED FOR SMALL
AND GUTTERREMOVE EXTG CURB
P
T

S
t
a
.

6
8
+
14
.
8
0
P
O
T

S
t
a
.

6
8
+
6
8
.
5
8
T
C
S
E
O
P
EOPEOP
EOP
5
4
"

C
M
P
5
4
"

C
M
P
36" RCP
SIGN
TPED
CABLE
UP
SSMH
SSMH
SDMH
6
6
+
0
0
6
7
+
0
0
6
8
+
0
0
PI Sta 66+52.51
D
L = 326.62’
T = 164.32’
R = 1,200.11’
INV=472.70’INV=473.47’
INV=472.39’
INV=472.33’
FO BOX
CTRL POINT
HOR/VERT
PT #3
CTRL POINT
HOR/VERT
PT #2
15" RCP
PIN 9870516306
P.B. 55, PG. 87
D.B. 5256, PG. 185
ANDREA C. TANNER
DAVID G. TANNER
PIN 9870519288
P.B. 55, PG. 87
D.B. 946, PG. 181
DONNA H. HAMILTON
MICHAEL ANTHONY HAMILTON
PIN 9870508940
P.B. 55, PG. 87
D.B. 868, PG. 1492
HOMEOWNERS ASSOCIATION INC.
HIGHLANDS PHASE V
C
E
N
T
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R
LI
N
E
H
O
M
E
S
T
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A
D
R
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A
D
S
R
1
1
7
7
R
O
W
R
O
W
R
OW
ROW
ROW
ROW
ROW
ROW
ROW
ROGERS ROAD SR 1729
F
F
F
F
F
F
F
F
F
F
F F
F
F
FF
473
474
4
7
4
4
7
4
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4
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5
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7
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480
480
480
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4
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0
4
8
1
481
481
481
481
4
8
1
4
8
1
4
8
1
4
8
1
482
482
482
4
8
2
4
8
2
483
4
8
3
ENDWALL
RETAIN
RETAIN
29
30
CB
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
15" RCP-III
31
32
W/ SLEEVE GASKETS
AND EXTEND
2@54" CSP BAND
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
C
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
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P
,
P
.A
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PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
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N
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2
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6
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8
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C
510
515
520
510
515
520
00 5 10 15 20 25 30 35 40 45 50
11+00.00
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520
515
510 11+25.00
520
515
510
520
515
510 11+50.00
520
515
510
520
515
510 11+61.90
520
515
510
520
515
510 11+75.00
520
515
510
00 5 10 15 20 25 30 35 40 45 50
525
520
515 13+00.00
525
520
515
00 5 10 15 20 25 30 35 40 45 50
525
520
515 12+75.00
525
520
515
525
520
515 12+50.00
525
520
515
520
515
510 12+25.00
520
515
510
520
515
510 12+00.00
520
515
510
00 5 10 15 20 25 30 35 40 45 50
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R
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R
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R
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C
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C
C
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S
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C
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1083-12003
ROGERS13CDC201
CAM, WBH
C2.01
5
2
3
.
0
4
E
X

E
O
P
R
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W
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5
2
2
.
0
1
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EX 24" RCP
EX 24" RCP
EX 24" RCP
EX 24" RCP
(
2
)

W
V
E
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(
2
)

W
V
E
X
C
L=
5
17
.
7
0
C
L=
5
1
8
.
7
5
C
L=
5
1
9
.
9
7
C
L=
5
2
1.
1
7
C
L=
5
2
1.
8
7
C
L=
5
2
3
.
0
2
EX SIGN
EX TP
EX SIGN
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
0
1
_
s
e
c
j
h
a
r
v
e
y
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
18" RCP
18" RCP
JB W/ MH
2GI
18" RCP
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
517.07’
3:1
3:
1
4
:
1 3:1 4
:
1
517.07’
519.13’
3:1 520.08’
520.39’
3:1 521.24’
522.00’3:1
520.88’
523.14’3:1
521.76’
515
520
525
515
520
525
00 5 10 15 20 25 30 35 40 45 50
13+25.00
-EL-
530
525
520 13+50.00
530
525
520
530
525
520 13+75.00
530
525
520
530
525
520 14+00.00
530
525
520
530
525
520 14+25.00
530
525
520
00 5 10 15 20 25 30 35 40 45 50
535
530
525 15+50.00
535
530
525
00 5 10 15 20 25 30 35 40 45 50
535
530
525 15+25.00
535
530
525
535
530
525 15+00.00
535
530
525
535
530
525 14+75.00
535
530
525
535
530
525 14+50.00
535
530
525
00 5 10 15 20 25 30 35 40 45 50
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5
3
0
.
8
8
E
X

E
O
P
R
O
W
E
X
5
3
0
.
5
0
E
X

E
O
P
R
O
W
E
X
5
3
0
.
0
0
E
X

E
O
P
R
O
W
E
X
5
2
9
.
3
9
E
X

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P
R
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W
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X
5
2
8
.
6
4
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X

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X
5
2
7
.
9
3
E
X

E
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P
R
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X
5
2
7
.
0
1
E
X

E
O
P
R
O
W
E
X
5
2
6
.
1
0
E
X

E
O
P
R
O
W
E
X
5
2
5
.
1
0
E
X

E
O
P
R
O
W
E
X
5
2
4
.
0
7
E
X

E
O
P
R
O
W
E
X
C
L=
5
2
4
.
9
2
C
L=
5
2
5
.
0
3
C
L=
5
2
6
.
2
4
C
L=
5
2
7
.
3
7
C
L=
5
2
9
.
12
C
L=
5
2
9
.
7
1
C
L=
5
3
0
.
3
8
C
L=
5
3
1.
18
C
L=
5
3
1.
8
9
M
A
N
H
O
L
E
E
X

W
A
T
E
R
C
L=
5
2
9
.
5
1
W
M
E
X
EX TP
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
0
2
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

S
U
N
G
A
T
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,

P
.
A
.

T
H
I
S

D
R
A
W
I
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A
N
D

A
L
L

R
E
P
R
O
D
U
C
T
I
O
N
S

O
F

I
T

A
R
E

T
H
E

S
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L
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P
R
O
P
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R
T
Y

O
F

S
D
G
.

R
E
P
R
O
D
U
C
T
I
O
N

O
R

O
T
H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC202
CAM, WBH
C2.02
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
524.39’
3:1
3:1
522.70’
523.66’
3:1
3:1
525.51’
524.62’
3:1
3:1
526.61’
525.63’
3:1
3:1
528.03’
526.74’
3:1
3:1 529.69’
527.50’
3:1
3:1 530.77’
528.23’
3:1
3:1 531.26’
529.10’
3:1
3:1 531.79’
532.41’3:1
3:1
529.58’
530.17’
3:1
3:1
532.71’
525
530
535
525
530
535
00 5 10 15 20 25 30 35 40 45 50
15+75.00
-EL-
535
530
525 15+87.87
535
530
525
535
530
525 16+00.00
535
530
525
535
530
525 16+25.00
535
530
525
535
530
525 16+50.00
535
530
525
00 5 10 15 20 25 30 35 40 45 50
535
530
525 17+50.00
535
530
525
00 5 10 15 20 25 30 35 40 45 50
535
530
525 17+25.00
535
530
525
535
530
525 17+15.52
535
530
525
535
530
525 17+00.00
535
530
525
535
530
525 16+75.00
535
530
525
00 5 10 15 20 25 30 35 40 45 50
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5
2
8
.
5
0
E
X

E
O
P
R
O
W
E
X
5
2
9
.
0
3
E
X

E
O
P
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X

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O
G
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X
E
X

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G
5
2
9
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2
0
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X

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P
R
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X
5
2
9
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4
8
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X

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5
2
9
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9
6
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X

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R
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5
3
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4
2
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5
3
0
.
8
1
E
X

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P
R
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X
EX WELL HOUSE
5
3
1
.
1
4
E
X

E
O
P
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E
O
G
R
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W
E
X
5
3
1
.
1
8
E
X

E
O
P
R
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W
E
X
5
3
1
.
1
8
E
X

E
O
P
E
X

E
O
G
R
O
W
E
X
C
L=
5
3
2
.
0
6
C
L=
5
3
1.
6
3
5
3
1
.
1
8
E
X

E
O
P
W
M
E
X
C
L=
5
3
1
.
4
1
W
V
E
X
F
H
E
X
C
L=
5
3
0
.
8
1
C
L=
5
3
0
.
10
C
L=
5
2
8
.
5
9
C
L=
5
2
8
.
2
8
EX GRAVEL DRIVE
EX GRAVEL DRIVE
C
L=
5
2
8
.
4
7
C
L=
5
2
7
.
8
4
C
L=
5
3
1
.
5
9
EX TP
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

S
U
N
G
A
T
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N

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A
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F

I
T

A
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Y

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R
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U
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F

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S

D
R
A
W
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N
G

W
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T
H
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U
T

W
R
I
T
T
E
N

C
O
N
S
E
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O
F

S
D
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T

P
E
R
M
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T
T
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D
.
C
R
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E
R
S

R
O
A
D

S
I
D
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W
A
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C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC203
CAM, WBH
C2.03
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
15" RCP
2GI-D
15" RCP
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
0
3
_
s
e
c
j
h
a
r
v
e
y
531.12’
3:1 532.19’
530.98’
3:1
531.76’
530.58’
3:1 531.54’
530.13’
3:1
530.94’
529.47’
3:1
530.08’
528.45’
2:1
528.38’
527.91’
3:1 2:1
527.66’
527.02’
3:1
2:1
526.70’
524.71’
520
525
530
520
525
530
00 5 10 15 20 25 30 35 40 45 50
17+75.00
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530
525
520 18+00.00
530
525
520
530
525
520 18+25.00
530
525
520
530
525
520 18+50.00
530
525
520
530
525
520 18+75.00
530
525
520
00 5 10 15 20 25 30 35 40 45 50
530
525
520 19+75.00
530
525
520
00 5 10 15 20 25 30 35 40 45 50
530
525
520 19+50.00
530
525
520
530
525
520
530
525
520
525
520 19+00.00
530
525
520
530
525
520 18+85.84
530
525
520
00 5 10 15 20 25 30 35 40 45 50
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530
19+25.00
5
2
5
.
2
5
E
X

E
O
P
R
O
W
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X
5
2
5
.
4
3
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X

E
O
P
R
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W
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5
2
5
.
6
6
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X

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P
R
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X
5
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5
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9
4
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X

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5
2
6
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1
1
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X

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O
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R
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5
2
6
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2
7
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5
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6
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6
3
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5
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7
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0
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5
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5
4
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5
2
8
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0
2
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X

E
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P
R
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X
C
L=
5
2
7
.
3
5
C
L=
5
2
6
.
8
5
E
X

T
R
E
E
L
IN
E
STA 18+08
EX 15" RCP
C
L=
5
2
6
.
5
3
E
X

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R
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E
L
IN
E
C
L=
5
2
6
.
3
3 E
X

T
R
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L
IN
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C
L=
5
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4
1
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C
L=
5
2
6
.
3
5
EX 12" RCP
EX GRAVEL/SOIL DRIVE
C
L=
5
2
5
.
5
7
E
X

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R
E
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L
IN
E
C
L=
5
2
5
.
0
4
E
X

T
R
E
E
L
IN
E
C
L=
5
2
4
.
8
2
C
L=
5
2
5
.
2
9
W
M
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X
W
M
E
X
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
0
4
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
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L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
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A
D
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N
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F
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N
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N
O
.

C
-
8
9
0
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T
H
E

S
O
L
E

P
R
O
P
E
R
T
Y

O
F

S
D
G
.

R
E
P
R
O
D
U
C
T
I
O
N

O
R

O
T
H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC204
CAM, WBH
C2.04
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
15" RCP2GI-D
15" RCP
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
3:1
526.45’
2:
1
525.24’
524.21’
3:1
2:
1
524.47’
526.06’
4:
1
523.60’
526.04’
2:
1
524.06’
526.16’
2:
1
524.20’
2:
1
524.22’
3:1 3:
1
524.09’524.46’
4
:
1
523.68’
525.29’
524.18’
3:1
3:
1
4
:
1
3:1
523.96’
525.04’
3:
1
523.24’
4
:
1
523.77’
3:1 524.82’
3:
1
523.05’
4
:
1
520
525
530
520
525
530
00 5 10 15 20 25 30 35 40 45 50
20+00.00
-EL-
530
525
52020+05.03
530
525
520
530
525
52020+25.00
530
525
520
530
525
52020+50.00
530
525
520
530
525
52020+75.00
530
525
520
00 5 10 15 20 25 30 35 40 45 50
530
525
520 21+75.00
5303
525
520
00 5 10 15 20 25 30 35 40 45 50
530
525
520 21+50.00
530
525
520
530
525
520 21+44.95
530
525
520
530
525
520 21+25.00
530
525
520
530
525
520 21+00.00
530
525
520
00 5 10 15 20 25 30 35 40 45 50
-EL-
5
2
3
.
9
0
E
X

E
O
P
R
O
W
E
X
5
2
4
.
1
1
E
X

E
O
P
R
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W
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X
E
X

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O
G
5
2
4
.
1
5
E
X

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P
R
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W
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X
5
2
4
.
3
4
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X

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O
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X
5
2
4
.
3
7
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X

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P
R
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X
5
2
4
.
5
1
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P
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X
5
2
4
.
7
1
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X

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P
R
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W
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X
5
2
4
.
9
0
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X

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O
P
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X
E
X

E
O
G
5
2
5
.
0
4
E
X

E
O
P
R
O
W
E
X
5
2
5
.
0
7
E
X

E
O
P
R
O
W
E
X
C
L=
5
2
4
.
5
1
EX 12" RCP
EX GRAVEL DRIVE
EX 12" RCP
C
L=
5
2
4
.
4
2
EX GRAVEL DRIVE
C
L=
5
2
4
.
5
3
W
M
E
X
C
L=
5
2
4
.
4
6
C
L=
5
2
4
.
7
1
STA 20+85
EX 15" RCP
C
L=
5
2
4
.
5
8
C
L=
5
2
4
.
3
0
EX GRAVEL DRIVE
EX 12" RCP
C
L=
5
2
4
.
3
0
EX GRAVEL DRIVE
EX 12" RCP
W
M
E
X
C
L=
5
2
4
.
6
1
EX TP
E
X

F
E
N
C
E
E
X

F
E
N
C
E
EX TP
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
0
5
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
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N
G

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M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

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,

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A
.

T
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I
S

D
R
A
W
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A
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L
L

R
E
P
R
O
D
U
C
T
I
O
N
S

O
F

I
T

A
R
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T
H
E

S
O
L
E

P
R
O
P
E
R
T
Y

O
F

S
D
G
.

R
E
P
R
O
D
U
C
T
I
O
N

O
R

O
T
H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC205
CAM, WBH
C2.05
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
15" RCP
2GI-D
15" RCP
15" RCP
15" RCP
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
JRH
C
L=
5
2
3
.
9
9
523.38’
3:1
521.42’
3:
1
3:1
523.08’
2:
1
520.87’
523.01’
3:1 2:
1
520.48’
3:1
522.97’
521.08’
2:
1
3:1
523.03’
2:
1
521.66’
522.83’
3:1
3:
1
522.83’
520
525
530
520
525
530
00 5 10 15 20 25 30 35 40 45 50
22+00.00
-EL-
530
525
520 22+15.60
530
525
520
530
525
52022+25.00
530
525
520
530
525
52022+50.00
530
525
520
530
525
52022+75.00
530
525
520
00 5 10 15 20 25 30 35 40 45 50
525
520
51523+75.00
525
520
515
00 5 10 15 20 25 30 35 40 45 50
525
520
51523+50.00
525
520
515
525
520
51523+25.00
525
520
515
530
525
52023+00.00
530
525
520
530
525
52022+94.47
530
525
520
00 5 10 15 20 25 30 35 40 45 50
-EL-
5
1
8
.
7
8
E
X

E
O
P
R
O
W
E
X
5
1
9
.
6
1
E
X

E
O
P
R
O
W
E
X
5
2
0
.
4
4
E
X

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O
P
R
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W
E
X
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5
2
1
.
2
4
E
X

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O
P
R
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X
5
2
1
.
4
2
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X

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O
P
R
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W
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X
5
2
1
.
9
9
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X

E
O
P
R
O
W
E
X
5
2
2
.
7
1
E
X

E
O
P
R
O
W
E
X
5
2
2
.
7
1
E
X

E
O
P
R
O
W
E
X
E
X

E
O
G
5
2
3
.
4
2
E
X

E
O
P
R
O
W
E
X
5
2
3
.
6
2
E
X

E
O
P
R
O
W
E
X
C
L=
5
2
2
.
3
0
C
L=
5
2
3
.
3
7
W
V
E
X
EX GRAVEL DRIVE
C
L=
5
2
1.
8
1
EX 12" RCP
EX GRAVEL DRIVE
EX GRAVEL DRIVE
C
L=
5
2
1.
3
1
C
L=
5
2
1.
2
3
EX 12" RCP
C
L=
5
19
.
4
1
C
L=
5
1
7
.
7
9
C
L=
5
2
3
.
6
7
C
L=
5
2
3
.
1
7
C
L=
5
18
.
5
3
EX TP
W
V
E
X
W
M
E
X
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
0
6
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
E
N
G

F
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M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

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G
A
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A
.

T
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R
A
W
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A
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L
L

R
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P
R
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D
U
C
T
I
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N
S

O
F

I
T

A
R
E

T
H
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S
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L
E

P
R
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P
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R
T
Y

O
F

S
D
G
.

R
E
P
R
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D
U
C
T
I
O
N

O
R

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T
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R

U
S
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S

O
F

T
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I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC206
CAM, WBH
C2.06
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
3:
1
522.90’
3:1
523.04’
522.99’
2:
13:1
522.85’
3:1
521.90’522.04’
2:
1
3:1
520.88’
521.46’
2:
1
3:1
518.49’
4
:1
3:1
517.53’
4
:1
516.73’
3:14
:1
515
520
525
515
520
525
00 5 10 15 20 25 30 35 40 45 50
24+00.00
-EL-
520
515
510
520
515
510
520
515
51024+50.00
520
515
510
515
51024+75.00
520
515
510
520
515
51025+00.00
520
515
510
00 5 10 15 20 25 30 35 40 45 50
515
510
50526+25.00
515
510
505
00 5 10 15 20 25 30 35 40 45 50
515
510
50526+00.00
515
510
505
515
510
25+75.00
515
510
505
520
515
51025+50.00
520
515
510
520
515
51025+25.00
520
515
510
00 5 10 15 20 25 30 35 40 45 50
-EL-
24+25.00
520
505
5
1
0
.
2
2
E
X

E
O
P
R
O
W
E
X
5
1
1
.
0
1
E
X

E
O
P
R
O
W
E
X
5
1
1
.
7
6
E
X

E
O
P
R
O
W
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X
5
1
2
.
5
7
E
X

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O
P
R
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X
5
1
3
.
3
8
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X

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O
P
R
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X
5
1
4
.
1
9
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X

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P
R
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5
1
5
.
0
6
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X

E
O
P
R
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W
E
X
5
1
6
.
0
3
E
X

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P
R
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W
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5
1
7
.
0
0
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X

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O
P
R
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W
E
X
5
1
7
.
8
9
E
X

E
O
P
R
O
W
E
X
C
L=
5
1
6
.
5
1
C
L=
5
15
.
5
2
C
L=
5
1
4
.
6
0
C
L=
5
1
3
.
6
6
C
L=
5
1
4
.
5
9
C
L=
5
1
2
.
2
3
C
L=
5
11
.
6
6
C
L=
5
1
0
.
9
9
C
L=
5
1
0
.
0
6
C
L=
5
0
9
.
4
3
EX TP
W
V
E
X
EX TP
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
0
7
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
E
N
G

F
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M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,

P
.
A
.

T
H
I
S

D
R
A
W
I
N
G

A
N
D

A
L
L

R
E
P
R
O
D
U
C
T
I
O
N
S

O
F

I
T

A
R
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T
H
E

S
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L
E

P
R
O
P
E
R
T
Y

O
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S
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G
.

R
E
P
R
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D
U
C
T
I
O
N

O
R

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T
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E
R

U
S
E
S

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F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC207
CAM, WBH
C2.07
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
15" RCP
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
515.78’
3:14
:1
3:1
514.93’
4
:1
3:1
513.86’
4
:1
3:1
512.88’
4
:1
3:1
511.54’
510.78’
3:1 3:
1
511.23’
3:1
509.96’
510.45’
3:
1
3:1
509.22’
510.64’
3:1
3:1
508.59’
510.56’3:1
505
510
515
505
510
515
00 5 10 15 20 25 30 35 40 45 50
26+50.00
-EL-
515
510
505
515
510
505
515
540
50527+00.00
515
510
505
510
50527+25.00
515
510
505
510
505
50027+50.00
510
505
500
00 5 10 15 20 25 30 35 40 45 50
505
500
49528+70.08
505
500
495
00 5 10 15 20 25 30 35 40 45 50
510
505
50028+50.00
510
505
500
510
505
28+25.00
510
505
500
510
505
50028+00.00
510
505
500
510
505
50027+75.00
510
505
500
00 5 10 15 20 25 30 35 40 45 50
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26+75.00
515
500
5
0
3
.
3
3
E
X

E
O
P
R
O
W
E
X
E
X

E
O
G
5
0
3
.
8
2
E
X

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O
P
R
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W
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X
E
X

E
O
G
5
0
4
.
4
4
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X

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O
P
R
O
W
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X
5
0
5
.
1
4
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X

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P
R
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W
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X
5
0
5
.
8
4
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P
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X
5
0
6
.
5
5
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5
0
7
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2
5
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P
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5
0
7
.
9
8
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X

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O
P
R
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W
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X
5
0
8
.
7
3
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X

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O
P
R
O
W
E
X
5
0
9
.
4
4
E
X

E
O
P
R
O
W
E
X
C
L=
5
0
8
.
9
1
C
L=
5
0
8
.
5
8
C
L=
5
0
7
.
9
7
C
L=
5
0
7
.
2
2
C
L=
5
0
6
.
3
9
C
L=
5
0
5
.
5
8
C
L=
5
0
4
.
7
8
C
L=
5
0
3
.
9
3
C
L=
5
0
2
.
8
9
C
L=
5
0
3
.
2
5
EX 15" RCP
EX GRAVEL DRIVE
EX TP
W
V
E
X
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
0
8
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
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U
P
,

P
.
A
.

T
H
I
S

D
R
A
W
I
N
G

A
N
D

A
L
L

R
E
P
R
O
D
U
C
T
I
O
N
S

O
F

I
T

A
R
E

T
H
E

S
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L
E

P
R
O
P
E
R
T
Y

O
F

S
D
G
.

R
E
P
R
O
D
U
C
T
I
O
N

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R

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T
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R

U
S
E
S

O
F

T
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I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC208
CAM, WBH
C2.08
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
15" RCP
15" RCP
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
510.54’3:1
3:1
508.00’
3:1 510.42’
3:1
507.42’
3:1
506.71’
510.00’3:1
3:1
505.95’
509.50’3:1
508.77’
3:1
3:1
505.19’
3:1
504.45’
507.98’
3:1
3:1
506.48’3:1
503.72’
3:1
503.23’
3:1 505.82’
3:1 504.83’
3:1
501.86’
495
500
505
495
500
505
00 5 10 15 20 25 30 35 40 45 50
28+75.00
-EL-
505
500
495
505
500
495
505
500
49529+25.00
505
500
495
500
49529+50.00
505
500
495
505
500
49529+75.00
505
500
495
00 5 10 15 20 25 30 35 40 45 50
505
500
49530+75.00
505
500
495
00 5 10 15 20 25 30 35 40 45 50
505
500
49530+50.00
505
500
495
500
495
30+25.00
500
495
490
500
495
49030+00.00
500
495
490
500
495
49029+88.87
500
495
490
00 5 10 15 20 25 30 35 40 45 50
-EL-
29+00.00
505
490
5
0
3
.
1
6
E
X

E
O
P
R
O
W
E
X
5
0
2
.
5
8
E
X

E
O
P
R
O
W
E
X
5
0
2
.
2
1
E
X

E
O
P
R
O
W
E
X
W
E
T
L
A
N
D
E
X
W
E
T
L
A
N
D
E
X
5
0
1
.
9
8
E
X

E
O
P
R
O
W
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X
S
T
R
E
A
M
E
X
5
0
1
.
8
9
E
X

E
O
P
R
O
W
E
X
48" CMP
5
0
1
.
9
6
E
X

E
O
P
R
O
W
E
X
5
0
2
.
0
9
E
X

E
O
P
R
O
W
E
X
5
0
2
.
3
3
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X

E
O
P
R
O
W
E
X
5
0
2
.
7
5
E
X

E
O
P
R
O
W
E
X
5
0
3
.
2
0
E
X

E
O
P
R
O
W
E
X
E
X

E
O
G
C
L=
5
0
3
.
4
8
EX GRAVEL DRIVE
EX 15" RCP
C
L=
5
0
1
.
5
4
C
L=
5
0
2
.
4
0
C
L=
5
0
1
.
9
8
C
L=
5
0
1
.
7
4
C
L=
5
0
1
.
6
1
C
L=
5
0
1
.
6
3
C
L=
5
0
1
.
8
6
C
L=
5
0
2
.
2
3
C
L=
5
0
2
.
8
2
W
V
E
X
W
V
E
X
W
V
E
X
W
V
E
X
EX SIGN
EX TP
W
M
E
X
W
M
E
X
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
0
9
_
s
e
c
j
h
a
r
v
e
y
838.01
CONC ENDWALL
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

S
U
N
G
A
T
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A
.

T
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S

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R
A
W
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N
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A
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D

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L
L

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P
R
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D
U
C
T
I
O
N
S

O
F

I
T

A
R
E

T
H
E

S
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L
E

P
R
O
P
E
R
T
Y

O
F

S
D
G
.

R
E
P
R
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D
U
C
T
I
O
N

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R

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R

U
S
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S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC209
CAM, WBH
C2.09
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
15" RCP
15" RCP
15" RCP
15" RCP
48" CSP
10-7-13
STA 29+75
2GI-B
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
501.05’
2:
1
500.98’
2:
1
501.27’
4
:1 3:1
499.22’
2:
1
500.85’
4
:1 3:1
497.53’
2:
1500.61’
4
:1 3:1
2:
1
497.01’
500.48’
4
:1 3:1
2:
1500.41’
4
:1 3:1
E
X

W
E
T
L
A
N
D
494.98’
2:
1500.50’
4
:1 3:1
E
X

W
E
T
L
A
N
D
494.92’
2:
1500.73’
4
:1 3:1
496.21’
2:
1501.10’
4
:1 3:1
497.88’
2:
1501.68’
4
:1 3:1
495
500
505
495
500
505
00 5 10 15 20 25 30 35 40 45 50
31+00.00
-EL-
505
500
495
505
500
495
510
505
500 31+50.00
510
505
500
505
500 31+75.00
510
505
500
510
505
50032+00.00
510
505
500
00 5 10 15 20 25 30 35 40 45 50
520
515
51033+25.00
520
515
510
00 5 10 15 20 25 30 35 40 45 50
515
510
50533+00.00
515
510
505
515
510
32+75.00
515
510
505
515
510
50532+50.00
515
510
505
515
510
50532+25.00
515
510
505
00 5 10 15 20 25 30 35 40 45 50
-EL-
31+25.00
510
505
5
1
2
.
8
2
E
X

E
O
P
R
O
W
E
X
5
1
1
.
7
0
E
X

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O
P
R
O
W
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X
5
1
0
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5
5
E
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P
R
O
W
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X
5
0
9
.
4
5
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X

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O
P
R
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W
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X
5
0
8
.
3
6
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X

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O
P
R
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W
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5
0
7
.
3
0
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O
P
R
O
W
E
X
5
0
6
.
3
1
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X

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O
P
E
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G
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X
R
O
W
E
X
5
0
5
.
4
1
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X

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O
P
R
O
W
E
X
5
0
4
.
5
6
E
X

E
O
P
R
O
W
E
X
5
0
3
.
7
7
E
X

E
O
P
R
O
W
E
X
C
L=
5
0
4
.
2
1
C
L=
5
0
5
.
4
7
EX GRAVEL DRIVE
EX 15" RCP
C
L=
5
0
5
.
9
1
C
L=
5
0
6
.
6
7
C
L=
5
0
8
.
2
8
C
L=
5
0
9
.
6
5
C
L=
5
10
.
7
8
C
L=
5
11
.
8
8
C
L=
5
1
3
.
1
2
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
1
0
_
s
e
c
j
h
a
r
v
e
y
5
0
3
.
4
2
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,

P
.
A
.

T
H
I
S

D
R
A
W
I
N
G

A
N
D

A
L
L

R
E
P
R
O
D
U
C
T
I
O
N
S

O
F

I
T

A
R
E

T
H
E

S
O
L
E

P
R
O
P
E
R
T
Y

O
F

S
D
G
.

R
E
P
R
O
D
U
C
T
I
O
N

O
R

O
T
H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC210
CAM, WBH
C2.10
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
15" RCP
15" RCP
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
500.20’
2:
1
502.29’
4
:1 3:1
503.53’
2:
1
503.08’
4
:1 3:1
3:1
505.00’
505.30’
2:
1
3:1
506.17’
507.03’
3:1
3:1
507.49’
508.59’
3:1
508.67’
3:1 509.92’
3:1
3:1
509.83’
3:1
511.49’
510.99’
3:1
3:1 513.10’
511.86’
3:1
3:1
514.06’
510
515
520
510
515
520
00 5 10 15 20 25 30 35 40 45 50
33+50.00
-EL-
520
515
510
520
515
510
520
515
51034+00.00
520
515
510
515
51034+25.00
520
515
510
520
515
510 34+40.19
520
515
510
00 5 10 15 20 25 30 35 40 45 50
525
520
51535+50.00
525
520
515
00 5 10 15 20 25 30 35 40 45 50
525
520
51535+25.00
525
520
515
525
520
35+00.00
525
520
515
525
520
51534+75.00
525
520
515
525
520
51534+50.00
525
520
515
00 5 10 15 20 25 30 35 40 45 50
-EL-
33+75.00
520
515
5
2
2
.
1
1
E
X

E
O
P
R
O
W
E
X
5
2
1
.
1
6
E
X

E
O
P
R
O
W
E
X
5
2
0
.
1
9
E
X

E
O
P
R
O
W
E
X
5
1
9
.
2
1
E
X

E
O
P
R
O
W
E
X
5
1
8
.
2
1
E
X

E
O
P
R
O
W
E
X
5
1
7
.
8
2
E
X

E
O
P
R
O
W
E
X
5
1
7
.
2
0
E
X

E
O
P
R
O
W
E
X
5
1
6
.
1
4
E
X

E
O
P
R
O
W
E
X
5
1
5
.
0
7
E
X

E
O
P
R
O
W
E
X
5
1
3
.
9
6
E
X

E
O
P
R
O
W
E
X
C
L=
5
1
4
.
3
8
C
L=
5
1
5
.
8
3
C
L=
5
1
6
.
9
6
C
L=
5
1
7
.
3
1
C
L=
5
1
8
.
6
1
EX 15" RCP
E
X

E
O
G
E
X

E
O
G
C
L=
5
1
8
.
6
8
E
X

E
O
G
E
X

E
O
G
EX GRAVEL DRIVE
EX GRAVEL DRIVE
EX GRAVEL DRIVE
C
L=
5
19
.
9
0
C
L=
5
2
0
.
6
8
C
L=
5
2
1.
5
4
EX 15" RCP
C
L=
5
1
8
.
9
9
EX TP
W
M
E
X
EX SIGN
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
1
1
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,

P
.
A
.

T
H
I
S

D
R
A
W
I
N
G

A
N
D

A
L
L

R
E
P
R
O
D
U
C
T
I
O
N
S

O
F

I
T

A
R
E

T
H
E

S
O
L
E

P
R
O
P
E
R
T
Y

O
F

S
D
G
.

R
E
P
R
O
D
U
C
T
I
O
N

O
R

O
T
H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC211
CAM, WBH
C2.11
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
3:1
512.79’
3:1
515.07’
514.56’
3:1
3:1
516.10’
515.63’
3:1
3:1
517.25’
516.09’
3:1
3:1 518.67’
518.34’
3:1
518.81’
3:1
518.19’
521.07’3:1
521.35’
3:1
519.25’
3:1
519.92’
3:1 3:1 521.96’
520.69’
3:1
3:1 522.75’
515
520
525
515
520
525
00 5 10 15 20 25 30 35 40 45 50
35+75.00
-EL-
530
525
520
530
525
520
530
525
52036+25.00
530
525
520
525
52036+50.00
530
525
520
530
525
52036+75.00
530
525
520
00 5 10 15 20 25 30 35 40 45 50
535
530
52538+00.00
535
530
525
00 5 10 15 20 25 30 35 40 45 50
535
530
52537+75.00
535
530
525
535
530
37+50.00
535
530
525
535
530
52537+25.00
535
530
525
535
530
52537+00.00
535
530
525
00 5 10 15 20 25 30 35 40 45 50
-EL-
36+00.00
530
525
5
3
2
.
0
9
E
X

E
O
P
R
O
W
E
X
5
3
1
.
0
8
E
X

E
O
P
R
O
W
E
X
5
3
0
.
0
5
E
X

E
O
P
R
O
W
E
X
5
2
9
.
0
0
E
X

E
O
P
R
O
W
E
X
5
2
8
.
0
0
E
X

E
O
P
R
O
W
E
X
E
X

C
H
A
I
N

G
A
T
E
5
2
7
.
0
4
E
X

E
O
P
R
O
W
E
X
5
2
6
.
0
5
E
X

E
O
P
R
O
W
E
X
5
2
5
.
0
5
E
X

E
O
P
R
O
W
E
X
5
2
4
.
0
1
E
X

E
O
P
R
O
W
E
X
5
2
3
.
0
5
E
X

E
O
P
R
O
W
E
X
C
L=
5
2
2
.
6
7
C
L=
5
2
3
.
6
6
C
L=
5
2
4
.
3
9
C
L=
5
2
4
.
9
9
C
L=
5
2
6
.
4
8
C
L=
5
2
8
.
5
1
EX GRAVEL DRIVE
EX 12" RCP
C
L=
5
2
8
.
4
7
C
L=
5
2
9
.
3
2
C
L=
5
3
0
.
15
C
L=
5
3
1.
2
4
EX SIGN
W
V
E
X
(
2
)

W
V
E
X W
V
E
X W
V
E
X
W
M
E
X
EX TP
W
M
E
X
W
M
E
X
EX SIGN
E
X

E
O
G
E
X

E
O
G
G
V
E
X
W
M
E
X
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
1
2
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,

P
.
A
.

T
H
I
S

D
R
A
W
I
N
G

A
N
D

A
L
L

R
E
P
R
O
D
U
C
T
I
O
N
S

O
F

I
T

A
R
E

T
H
E

S
O
L
E

P
R
O
P
E
R
T
Y

O
F

S
D
G
.

R
E
P
R
O
D
U
C
T
I
O
N

O
R

O
T
H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC212
CAM, WBH
C2.12
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
521.77’
3:1 523.45’3:1
522.79’
3:1 524.19’
3:1
524.95’
3:1
3:1
523.28’
3:1
523.97’
525.87’3:1
3:1
525.44’
3:1
526.93’
529.18’
3:1
3:1
527.46’
3:1
528.48’
3:1
530.21’
3:1
529.45’
2:1 531.30
3:1
530.17’
532.52’2:1
530
535
540
530
535
540
00 5 10 15 20 25 30 35 40 45 50
38+25.00
-EL-
540
535
530
540
535
530
540
535
53038+50.00
540
535
530
535
53038+75.00
540
535
530
540
535
53039+00.00
540
535
530
00 5 10 15 20 25 30 35 40 45 50
545
540
53540+00.00
545
540
535
00 5 10 15 20 25 30 35 40 45 50
545
540
53539+75.00
5545
540
535
545
540
39+50.00
545
540
535
545
540
53539+43.27
545
540
535
540
535
53039+25.00
540
535
530
00 5 10 15 20 25 30 35 40 45 50
-EL-
38+33.39
540
535
5
3
8
.
9
1
E
X

E
O
P
R
O
W
E
X
5
3
8
.
2
1
E
X

E
O
P
R
O
W
E
X
5
3
7
.
5
0
E
X

E
O
P
E
O
G
E
X
R
O
W
E
X
5
3
7
.
1
1
E
X

E
O
P
R
O
W
E
X
5
3
6
.
7
0
E
X

E
O
P
R
O
W
E
X
5
3
5
.
8
7
E
X

E
O
P
R
O
W
E
X
5
3
5
.
0
0
E
X

E
O
P
R
O
W
E
X
5
3
4
.
0
8
E
X

E
O
P
R
O
W
E
X
5
3
3
.
4
4
E
X

E
O
P
C
O
N
C
E
X
R
O
W
E
X
5
3
3
.
1
1
E
X

E
O
P
C
O
N
C
E
X
R
O
W
E
X
C
L=
5
3
3
.
8
4
C
L=
5
3
4
.
0
0
C
L=
5
3
4
.
6
3
C
L=
5
3
5
.
5
7
C
L=
5
3
5
.
6
6
C
L=
5
3
6
.
8
7
C
L=
5
3
7
.
8
7
EX 15" RCP
EX 15" RCP
EX 15" RCP
C
L=
5
3
7
.
7
1
C
L=
5
3
8
.
4
5
C
L=
5
3
9
.
9
2
E
X

C
H
A
I
N

G
A
T
E
E
X

C
H
A
I
N

G
A
T
E
EX TP
W
M
E
X
W
V
E
X
W
M
E
X
EX TP EX TP
EX TP
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
1
3
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
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U
P
,

P
.
A
.

T
H
I
S

D
R
A
W
I
N
G

A
N
D

A
L
L

R
E
P
R
O
D
U
C
T
I
O
N
S

O
F

I
T

A
R
E

T
H
E

S
O
L
E

P
R
O
P
E
R
T
Y

O
F

S
D
G
.

R
E
P
R
O
D
U
C
T
I
O
N

O
R

O
T
H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC213
CAM, WBH
C2.13
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
15" RCP
10-7-13
2GI-D
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
3:1
535.03’2:1TOP=533.12
3:1
534.09’
3:1 535.70’
3:1
534.64’
3:1
535.88’
535.57’
3:1
3:1 538.68’
539.00’3:1
3:1
536.32’
537.15’
3:1
3:1
539.43’
540.39’3:1
3:1
537.78’
535
540
545
535
540
545
00 5 10 15 20 25 30 35 40 45 50
40+25.00
-EL-
545
540
535
545
540
535
545
540
53540+50.00
545
540
535
540
53540+75.00
545
540
535
545
540
535 41+00.00
545
540
535
00 5 10 15 20 25 30 35 40 45 50
550
545
540 41+81.69
550
545
540
00 5 10 15 20 25 30 35 40 45 50
550
545
540 41+75.00
550
545
540
545
540
41+61.89
545
540
535
545
540
535 41+50.00
545
540
535
545
540
535 41+25.00
545
540
535
00 5 10 15 20 25 30 35 40 45 50
-EL-
40+35.05
545
535
5
4
3
.
3
8
E
X

E
O
P
R
O
W
E
X
5
4
3
.
2
2
E
X

E
O
P
R
O
W
E
X
5
4
2
.
9
0
E
X

E
O
P
R
O
W
E
X
5
4
2
.
6
1
E
X

E
O
P
R
O
W
E
X
5
4
2
.
0
7
E
X

E
O
P
R
O
W
E
X
5
4
1
.
5
0
E
X

E
O
P
R
O
W
E
X
5
4
0
.
8
9
E
X

E
O
P
R
O
W
E
X
5
4
0
.
2
7
E
X

E
O
P
E
O
G
E
X
R
O
W
E
X
5
3
9
.
8
8
E
X

E
O
P
R
O
W
E
X
5
3
9
.
5
9
E
X

E
O
P
R
O
W
E
X
E
X

E
O
G
C
L=
5
3
9
.
8
4
C
L=
5
3
9
.
8
4
C
L=
5
3
9
.
8
9
C
L=
5
4
0
.
6
7
EX 15" RCP
EX 15" RCP
C
L=
5
4
0
.
8
0
C
L=
5
4
2
.
18
C
L=
5
4
2
.
5
6
E
X

E
O
G
C
L=
5
4
2
.
8
6
E
X

E
O
G
EX 15" CMP
EX 15" CMP
EX 15" RCP
EX 15" RCP
C
L=
5
4
3
.
11
C
L=
5
4
3
.
5
1
W
M
E
X
EX TP
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
1
4
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,

P
.
A
.

T
H
I
S

D
R
A
W
I
N
G

A
N
D

A
L
L

R
E
P
R
O
D
U
C
T
I
O
N
S

O
F

I
T

A
R
E

T
H
E

S
O
L
E

P
R
O
P
E
R
T
Y

O
F

S
D
G
.

R
E
P
R
O
D
U
C
T
I
O
N

O
R

O
T
H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC214
CAM, WBH
C2.14
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
EX GRAVEL DRIVE
EX GRAVEL DRIVE
EX GRAVEL DRIVE
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
539.04’
3:1 539.97’
3:1
538.75’
540.61’
3:1
540.11’
3:1
540.64’
3:1
540.53’
540.77’
2:
1
541.93’3:1
540.75’
3:1
542.36’
542.69’
543.23’
543.49’
540
545
550
540
545
550
00 5 10 15 20 25 30 35 40 45 50
42+00.00
-EL-
550
545
540
550
545
540
550
545
54042+50.00
550
545
540
545
54042+75.00
550
545
540
550
545
54043+00.00
550
545
540
00 5 10 15 20 25 30 35 40 45 50
555
550
54544+00.00
555
550
545
00 5 10 15 20 25 30 35 40 45 50
555
550
54543+86.98
555
550
545
555
550
43+75.00
555
550
545
550
545
54043+50.00
550
545
540
550
545
54043+25.00
550
545
540
00 5 10 15 20 25 30 35 40 45 50
-EL-
42+25.00
550
545
5
4
8
.
3
1
E
X

E
O
P
R
O
W
E
X
E
X

F
E
N
C
E
R
O
W
E
X
5
4
8
.
0
5
E
X

E
O
P
R
O
W
E
X
5
4
7
.
8
2
E
X

E
O
P
E
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G
E
X E
O
G
E
X
R
O
W
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X
5
4
7
.
4
0
E
X

E
O
P
R
O
W
E
X
5
4
6
.
8
5
E
X

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P
R
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W
E
X
5
4
6
.
3
0
E
X

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O
P
5
4
5
.
7
2
E
X

E
O
P
R
O
W
E
X
5
4
5
.
1
4
E
X

E
O
P
R
O
W
E
X
5
4
4
.
4
9
E
X

E
O
P
R
O
W
E
X
5
4
3
.
8
3
E
X

E
O
P
R
O
W
E
X
C
L=
5
4
3
.
6
3
C
L=
5
4
3
.
8
1
C
L=
5
4
4
.
5
1
C
L=
5
4
5
.
2
6
C
L=
5
4
7
.
0
0
C
L=
5
4
7
.
8
2
C
L=
5
4
8
.
6
6
C
L=
5
4
8
.
4
3
E
X

E
O
G
C
L=
5
4
8
.
3
0
EX 15" RCP
W
M
E
X
EX TP
EX TP
EX SIGN
W
M
E
X
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
1
5
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

S
U
N
G
A
T
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N

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,

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A
.

T
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S

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R
A
W
I
N
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A
N
D

A
L
L

R
E
P
R
O
D
U
C
T
I
O
N
S

O
F

I
T

A
R
E

T
H
E

S
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L
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P
R
O
P
E
R
T
Y

O
F

S
D
G
.

R
E
P
R
O
D
U
C
T
I
O
N

O
R

O
T
H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC215
CAM, WBH
C2.15
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
EX GRAVEL DRIVE
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
C
L=
5
4
6
.
13
3:
1
543.55’3:1
542.43’
544.03’
3:1
3:1
542.84’
543.51’
3:1
3:1
544.83’
3:1
545.63’
544.20’
3:1
545.89’
3:1
544.94’
3:
1
3:1
545.79’
547.13’
3:1
546.33’
3:1
548.14’
546.69’
3:1
548.79’
548.43’3:1
547.35’
545
550
555
545
550
555
00 5 10 15 20 25 30 35 40 45 50
44+25.00
-EL-
555
550
545
555
550
545
555
550
54544+75.00
555
550
545
550
54545+00.00
555
550
545
555
550
54545+25.00
555
550
545
00 5 10 15 20 25 30 35 40 45 50
555
550
54546+50.00
555
550
545
00 5 10 15 20 25 30 35 40 45 50
555
550
54546+25.00
555
550
545
555
550
46+00.00
555
550
545
555
550
54545+75.00
555
550
545
555
550
54545+50.00
555
550
545
00 5 10 15 20 25 30 35 40 45 50
-EL-
44+50.00
555
545
5
4
7
.
2
8
E
X

E
O
P
R
O
W
E
X
E
X

F
E
N
C
E
5
4
8
.
0
1
E
X

E
O
P
R
O
W
E
X
5
4
8
.
6
1
E
X

E
O
P
R
O
W
E
X
5
4
9
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1
2
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X

E
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P
R
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W
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5
4
9
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2
9
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X

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O
P
R
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X
5
4
9
.
3
8
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X

E
O
P
R
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X
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X

F
E
N
C
E
5
4
9
.
3
5
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X

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O
P
R
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X

F
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N
C
E
5
4
9
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1
8
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X

E
O
P
R
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W
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X
E
X

F
E
N
C
E
5
4
8
.
9
1
E
X

E
O
P
R
O
W
E
X
5
4
8
.
6
3
E
X

E
O
P
R
O
W
E
X
C
L=
5
4
8
.
7
5
C
L=
5
4
9
.
3
2
C
L=
5
5
0
.
0
5
C
L=
5
5
0
.
6
2
C
L=
5
5
0
.
4
5
C
L=
5
5
0
.
2
3
C
L=
5
5
0
.
2
7
C
L=
5
4
9
.
5
2
C
L=
5
4
8
.
4
3
C
L=
5
4
7
.
3
9
W
V
E
X W
V
E
X
EX TP
W
V
E
X
F
H
E
X
EX SIGN
EX TP
W
V
E
X
W
V

M
O
N
E
X
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
1
6
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
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U
P
,

P
.
A
.

T
H
I
S

D
R
A
W
I
N
G

A
N
D

A
L
L

R
E
P
R
O
D
U
C
T
I
O
N
S

O
F

I
T

A
R
E

T
H
E

S
O
L
E

P
R
O
P
E
R
T
Y

O
F

S
D
G
.

R
E
P
R
O
D
U
C
T
I
O
N

O
R

O
T
H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC216
CAM, WBH
C2.16
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
548.88’3:1
547.68’
3:1
548.28’
549.45’
548.95’
3:1 550.18’
548.61’
3:1 550.75’
548.80’
3:1
3:1 551.53’
551.98’3:1
3:1
548.92’
548.68’
3:1
3:1 551.85’
551.23’
3:1
548.20’
3:1
547.64’
3:1
550.51’3:1
546.60’
3:1
549.38’3:1
540
545
550
540
545
550
00 5 10 15 20 25 30 35 40 45 50
46+75.00
-EL-
550
545
540
550
545
540
550
545
54047+25.00
550
545
540
545
54047+50.00
550
545
540
550
545
54047+75.00
550
545
540
00 5 10 15 20 25 30 35 40 45 50
540
535
53049+00.00
540
535
530
00 5 10 15 20 25 30 35 40 45 50
540
535
53048+75.00
540
535
530
545
540
48+50.00
545
540
535
545
540
53548+25.00
545
540
535
545
540
53548+00.00
545
540
535
00 5 10 15 20 25 30 35 40 45 50
-EL-
47+00.00
550
535
5
3
5
.
8
5
E
X

E
O
P
R
O
W
E
X
5
3
7
.
2
5
E
X

E
O
P
R
O
W
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X
5
3
8
.
5
5
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O
P
R
O
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X
5
3
9
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8
5
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P
R
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X
5
4
1
.
0
8
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X

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O
P
R
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W
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X
5
4
2
.
2
9
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X

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O
P
R
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W
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X
5
4
3
.
4
2
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X

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O
P
R
O
W
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X
5
4
4
.
5
3
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X

E
O
P
R
O
W
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X
5
4
5
.
5
2
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X

E
O
P
R
O
W
E
X
5
4
6
.
4
6
E
X

E
O
P
R
O
W
E
X
C
L=
5
4
6
.
4
9
C
L=
5
4
5
.
2
3
C
L=
5
4
4
.
2
0
C
L=
5
4
3
.
14
C
L=
5
4
2
.
1
9
C
L=
5
4
1
.
3
4
C
L=
5
4
0
.
1
8
C
L=
5
3
8
.
9
4
C
L=
5
3
7
.
5
5
C
L=
5
3
6
.
0
9
EX TP
G
U
Y
W
I
R
E
E
X G
U
Y
W
I
R
E
E
X
E
X

G
U
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W
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C
A
B
L
E
E
X
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
1
7
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
E
N
G

F
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M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

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U
N
G
A
T
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A
.

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A
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P
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D
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C
T
I
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N
S

O
F

I
T

A
R
E

T
H
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L
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R
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P
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R
T
Y

O
F

S
D
G
.

R
E
P
R
O
D
U
C
T
I
O
N

O
R

O
T
H
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R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC217
CAM, WBH
C2.17
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
545.36’
3:1
548.17’3:1
547.78’
3:1
544.32’
3:1
543.28’
3:1
3:1 546.63’
3:1
542.13’
545.65’
3:1
3:1
540.91’
3:1 544.92’
541.46’3:1
540.02’
3:1
538.48’
3:1 541.98’
3:1
537.04’
3:1 540.65’
535.45’
3:1
3:1
538.12’
536.04’3:1
533.92’
530
535
540
530
535
540
00 5 10 15 20 25 30 35 40 45 50
49+25.00
-EL-
535
530
525
535
530
525
535
530
52549+75.00
535
530
525
530
52550+00.00
535
530
525
535
530
52550+25.00
535
530
525
00 5 10 15 20 25 30 35 40 45 50
525
520
515 51+50.00
525
520
515
00 5 10 15 20 25 30 35 40 45 50
530
525
520 51+25.00
530
525
520
530
525
51+00.00
530
525
520
530
525
52050+75.00
530
525
520
530
525
52050+50.00
530
525
520
00 5 10 15 20 25 30 35 40 45 50
-EL-
49+50.00
535
520
5
2
2
.
6
5
E
X

E
O
P
R
O
W
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X
5
2
3
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8
3
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O
P
R
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5
2
5
.
0
5
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P
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5
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6
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2
7
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5
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5
0
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5
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4
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5
3
0
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2
6
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5
3
1
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8
0
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5
3
3
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1
2
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5
3
4
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5
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X

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X
C
L=
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3
4
.
5
9
C
L=
5
3
2
.
8
4
C
L=
5
3
0
.
7
8
C
L=
5
2
9
.
3
4
C
L=
5
2
8
.
1
9
C
L=
5
2
7
.
0
0
C
L=
5
2
5
.
7
1
C
L=
5
2
4
.
5
5
C
L=
5
2
3
.
2
3
C
L=
5
2
2
.
5
7
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
1
8
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
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D
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F
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.

C
-
8
9
0
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O
F

I
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A
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.

R
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F

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D
R
A
W
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I
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U
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W
R
I
T
T
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N

C
O
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S
E
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F

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.
C
R
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O
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D

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C
A
R
R
B
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,

N
C
C
R
O
S
S

S
E
C
T
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O
N
S
1083-12003
ROGERS13CDC218
CAM, WBH
C2.18
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
3:1
532.27’
534.59’
533.13’
3:1
3:1
530.54’
528.71’
3:1
3:1
531.61’
3:1
530.16’
527.32’
3:1
3:1
526.14’
3:1
528.75’
527.62’
3:1
3:1
524.97’
526.47’3:1
3:1
523.80’
522.74’
3:1
3:1
524.87’
3:1
521.79’
523.36’
3:1
520.37’
3:
1
522.49’
515
520
525
515
520
525
00 5 10 15 20 25 30 35 40 45 50
51+75.00
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525
520
515
525
520
515
525
520
51552+25.00
525
520
515
520
51552+28.66
525
520
515
525
520
51552+50.00
525
520
515
00 5 10 15 20 25 30 35 40 45 50
520
515
51053+75.00
520
515
510
00 5 10 15 20 25 30 35 40 45 50
520
515
51053+50.00
520
515
510
520
515
53+25.00
520
515
510
520
515
51053+00.00
520
515
510
520
515
51052+75.00
520
515
510
00 5 10 15 20 25 30 35 40 45 50
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52+00.00
525
510
5
1
3
.
6
0
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X

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5
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TALLYHO TRAIL
5
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L=
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EX 24" RCP
C
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1
9
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9
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5
2
0
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1
9
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EX 24" RCP
EX 24" RCP
5
1
9
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4
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C
L=
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19
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0
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3
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5
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1
3
C
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EX TPEX SIGN
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P
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F
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10
/
8
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2
0
13
R
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S
1
3
C
D
C
2
1
9
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
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H
,

N
O
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C
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A

2
7
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0
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1
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J
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N

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.
C
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O
A
D

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A
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C
A
R
R
B
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,

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C
C
R
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S
S

S
E
C
T
I
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N
S
1083-12003
ROGERS13CDC219
CAM, WBH
C2.19
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
TALLYHO TRAIL
TALLYHO TRAIL
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
518.75’
3:1
521.78’3:1
518.79’
518.36’
3:
1
516.75’
3:1 518.12’
515.88’
3:1 3:1
517.90’
515.06’
3:1
519.20’2:1
518.38’2:1
514.13’
3:1
518.51’
2:1
513.14’
3:1
511.96’
3:1
517.60’
2:1
505
510
515
505
510
515
00 5 10 15 20 25 30 35 40 45 50
54+00.00
-EL-
515
510
505
515
510
505
515
510
50554+50.00
515
510
505
510
50554+75.00
515
510
505
515
510
50555+00.00
515
510
505
00 5 10 15 20 25 30 35 40 45 50
510
505
50056+25.00
510
505
500
00 5 10 15 20 25 30 35 40 45 50
510
505
50056+00.00
510
505
500
510
505
55+75.00
510
505
500
515
510
50555+50.00
515
510
505
515
510
50555+25.00
515
510
505
00 5 10 15 20 25 30 35 40 45 50
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54+25.00
515
500
5
0
5
.
8
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X

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C
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5
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6
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5
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C
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1
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0
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3
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0
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6
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C
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2
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EX TP
EX TP
EX TPEX TP
10
/
8
/
2
0
13
R
O
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R
S
1
3
C
D
C
2
2
0
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
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H
,

N
O
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C
A
R
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L
IN
A

2
7
6
0
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9
1
5

J
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S

F
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A
N
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R
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.
C
R
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D

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A
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C
A
R
R
B
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,

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C
C
R
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S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC220
CAM, WBH
C2.20
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
EX SSMH
ADJUST
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
510.72’
3:1
2:1
516.87’
3:1
509.55’
508.61’
3:1 510.75’
3:1
509.74’3:1
508.43’
3:1
508.16’
508.89’
507.25’
3:1 508.85’
507.47’3:1
506.67’
506.58’3:1
505.83’
505.98’3:1
505.04’
505.42’3:1
504.37’
500
505
510
500
505
510
00 5 10 15 20 25 30 35 40 45 50
56+50.00
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510
505
500
510
505
500
510
505
50057+00.00
510
505
500
505
50057+25.00
510
505
500
505
500
49557+50.00
505
500
495
00 5 10 15 20 25 30 35 40 45 50
505
500
49558+75.00
505
500
495
00 5 10 15 20 25 30 35 40 45 50
505
500
49558+50.00
505
500
495
505
500
58+25.00
505
500
495
505
500
49558+00.00
505
500
495
505
500
49557+75.00
505
500
495
00 5 10 15 20 25 30 35 40 45 50
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56+75.00
510
495
4
9
9
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7
4
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5
0
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5
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0
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3
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10
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0
13
R
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1
3
C
D
C
2
2
1
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
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H
,

N
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C
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A

2
7
6
0
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1
5

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H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
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D
.
C
R
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E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC221
CAM, WBH
C2.21
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
504.82’3:1
503.80’
3:1
503.39’
504.34’
3:1
503.03’
504.32’
3:1
502.05’
504.12’
503.25’3:1
501.38’
500.55’
3:1 502.31’
499.74’
3:1 501.49’
500.89’3:1
499.30’
500.89’3:1
499.30’
3:1
4
:1
498.26’
495
500
505
495
500
505
00 5 10 15 20 25 30 35 40 45 50
59+00.00
-EL-
505
500
495
505
500
495
505
500
49559+50.00
505
500
495
495
49059+75.00
500
495
490
500
495
49060+00.00
500
495
490
00 5 10 15 20 25 30 35 40 45 50
500
495
490 61+25.00
500
495
490
00 5 10 15 20 25 30 35 40 45 50
500
495
490 61+00.00
500
495
490
500
495
60+75.00
500
495
490
500
495
49060+50.00
500
495
490
500
495
49060+25.00
500
495
490
00 5 10 15 20 25 30 35 40 45 50
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59+25.00
500
490
4
9
3
.
3
7
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X

E
O
P
R
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4
9
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4
9
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4
9
9
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6
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R
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C
L=
4
9
8
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3
C
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4
9
7
.
4
0
C
L=
4
9
6
.
7
7
C
L=
4
9
6
.
1
9
C
L=
4
9
5
.
6
2
C
L=
4
9
5
.
0
4
C
L=
4
9
4
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4
5
C
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9
3
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7
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C
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EX TP
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10
/
8
/
2
0
13
R
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1
3
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2
2
2
_
s
e
c
j
h
a
r
v
e
y
C
L=
4
9
8
.
7
1
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
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L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
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.

C
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8
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0
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U
S
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S

O
F

T
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I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
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D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
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W
A
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C
A
R
R
B
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R
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,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC222
CAM, WBH
C3.22
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
4
:1
497.58’
501.06’
3:1
2:1
4
:1
496.90’
3:1
2:1
503.96’
4
:1
496.27’
3:1
2:1
502.05’
4
:1
495.64’
3:1
2:1
501.61’
4
:1
495.06’
3:1
2:1
500.55’
2:1
3:1
494.49’
4
:1
497.59’
4
:1
493.91’
3:1
2:1 496.69’
493.32’
4
:1
3:1
2:1 496.58’
4
:1
492.63’
3:1
2:1
497.90’
2:1
3:1
491.89’
4
:1
500.00’
490
495
500
490
495
500
00 5 10 15 20 25 30 35 40 45 50
61+50.00
-EL-
495
490
485
495
490
485
495
490
48562+00.00
495
490
485
490
48562+25.00
495
490
485
495
490
48562+50.00
495
490
485
00 5 10 15 20 25 30 35 40 45 50 00 5 10 15 20 25 30 35 40 45 50
495
490
485 63+40.54
495
490
485
495
490
63+25.00
495
490
485
495
490
48563+00.00
495
490
485
495
490
48562+75.00
495
490
485
00 5 10 15 20 25 30 35 40 45 50
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61+75.00
495
485
4
8
7
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3
7
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X

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X

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C
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R
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X E
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C
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9
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L
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C
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0
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2
2
R
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W
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X
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R
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L
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C
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8
0
R
O
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T
R
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L
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EX 24" RCP
EX SIGN
W
V
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EX 24" RCP
EX 24" RCP
W
V
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X
W
V
(
2
)
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X
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EX 24" RCP
EX 24" RCP
10
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j
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y
C
L=
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1.
3
3
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
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,

N
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A

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1
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R
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C
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.
C
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D
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C
A
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C
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S
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C
T
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N
S
1083-12003
ROGERS13CDC223
CAM, WBH
C2.23
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
495
490
485 62+88.81
495
485
490
2@24" RCP
C
L=
4
8
8
.
9
5
2@24" RCP
2@24" RCP
18" RCP
485.25
10-7-13
BOX W/ MH
SPECIAL DESIGN
CLAYMORE RD
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
491.16’
4
:1
3:1
2:1
496.89’
4
:1
3:1
2:1 492.19’
490.45
489.77’
4
:1
3:1
2:1
495.11’
489.09’
4
:1
3:1
2:1
498.53’
488.33’
493.45’
-.08
3:1
489.47’
2:1
4
:13:1
488.60’488.76’
4
:1
480
485
490
480
485
490
00 5 10 15 20 25 30 35 40 45 50
63+75.00
-EL-
490
485
480
490
485
480
490
485
48064+25.00
490
485
480
485
48064+50.00
490
485
480
490
485
48064+75.00
490
485
480
00 5 10 15 20 25 30 35 40 45 50 00 5 10 15 20 25 30 35 40 45 50
485
480
47565+75.00
485
480
475
485
480
65+50.00
485
480
475
485
480
47565+25.00
485
480
475
490
485
48065+00.00
490
485
480
00 5 10 15 20 25 30 35 40 45 50
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64+00.00
490
475
4
8
4
.
1
5
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X

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4
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C
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4
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C
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1
C
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3
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C
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4
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7
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C
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4
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2
8
C
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3
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8
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C
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3
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4
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C
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3
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0
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10
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1
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C
D
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2
2
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_
s
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c
j
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a
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
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P
,
P
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.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
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(
9
1
9
)

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5
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2
4
3
R
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W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC224
CAM, WBH
C2.24
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
2@24" RCP
R
O
W
E
X
E
X

T
R
E
E
L
IN
E
R
O
W
E
X
E
X

T
R
E
E
L
IN
E
R
O
W
E
X
E
X

T
R
E
E
L
IN
E
E
X

T
R
E
E
L
IN
ER
O
W
E
X
E
X

T
R
E
E
L
IN
E
R
O
W
E
X
R
O
W
E
X
R
O
W
E
X
R
O
W
E
X
R
O
W
E
X
1.50’
1.50’
1.50’
1.50’
1.50’
1.50’
1.50’
15" RCP
1.50’
1.50’
490
485
48063+50.00
490
485
480
4
8
7
.
0
1
E
X

E
O
P
EX 24" RCP EX 24" RCP
INV IN=488.50
15" RCP
EXTG 2@24" RCP
COLLAR AND EXTEND
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
.02
2:
1
2:
1
492.26’
483.24’
2:1.02
2:
1
490.09’
482.95’
2:1
.02
2:
1
489.64’
482.57’
2:1.003
2:
1
489.47’
482.19’
2:1.007
2:
1
482.95’2:1
481.50’
.01
2:
1
481.36’
.01
480.85’
2:
1
.02
2:
1
480.46’
.02
2:
1
480.01’
.05
475
480
485
475
480
485
00 5 10 15 20 25 30 35 40 45 50
66+25.00
-EL-
485
480
475
485
480
475
485
480
47566+75.00
485
480
475
480
47567+00.00
485
480
475
485
480
47567+25.00
485
480
475
00 5 10 15 20 25 30 35 40 45 50 00 5 10 15 20 25 30 35 40 45 50
485
480
47568+00.00
485
480
475
480
475
67+75.00
480
475
470
480
475
47067+50.00
480
475
470
480
475
47067+34.59
480
475
470
00 5 10 15 20 25 30 35 40 45 50
-EL-
66+50.00
485
470
4
8
0
.
6
6
E
X

E
O
P
4
8
0
.
6
7
E
X

E
O
P
4
8
0
.
6
9
E
X

E
O
P
4
8
0
.
6
9
E
X

E
O
P
54" CMP
4
8
0
.
7
0
E
X

E
O
P
4
8
0
.
9
7
E
X

E
O
P
4
8
1
.
2
3
E
X

E
O
P
4
8
1
.
4
7
E
X

E
O
P
4
8
1
.
8
1
E
X

E
O
P
E
X

T
R
E
E
L
IN
E
R
O
W
E
X
C
L=
4
8
1
.
0
7
R
O
W
E
X
E
X

T
R
E
E
L
IN
E
C
L=
4
8
1
.
2
4
R
O
W
E
X
E
X

T
R
E
E
L
IN
E
R
O
W
E
X
C
L=
4
8
1.
2
6
R
O
W
E
X
C
L=
4
8
1
.
5
4
R
O
W
E
X
E
X

R
I
P

R
A
P
E
X

R
I
P

R
A
P
C
L=
4
8
1
.
8
1
R
O
W
E
X
E
X

H
E
D
G
E
L
IN
E
E
X

H
E
D
G
E
L
IN
E
C
L=
4
8
2
.
12
R
O
W
E
X
E
X

H
E
D
G
E
L
IN
E
C
L=
4
8
2
.
4
3
R
O
W
E
X
E
X

H
E
D
G
E
L
IN
E
EX TP
T
V
E
X

P
E
D
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
2
5
_
s
e
c
j
h
a
r
v
e
y
1.50’
1.50’
1.50’
C
L=
4
8
1.
2
5
1.50’
1.50’
1.50’
1.50’
1.50’
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
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N
G

F
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M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

S
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N
G
A
T
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P
,

P
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A
.

T
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D
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W
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P
R
O
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U
C
T
I
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F

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T

A
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.

R
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P
R
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C
T
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T
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U
S
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T
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I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

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S

N
O
T

P
E
R
M
I
T
T
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D
.
C
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC225
CAM, WBH
C2.25
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
C
L=
4
8
1.
2
2
1.50’
485
480
47566+00.00
485
480
475
C
L=
4
8
2
.
7
5
4
8
2
.
1
3
E
X

E
O
P
R
O
W
E
X
1.50’
EX SSMH
ADJUST
2@54" CSP
STD 838.22
ENDWALL
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
2:
1
479.66’
.02
2:
1
478.39’
.02
2:
1
477.96’
.01
2:
1
477.09’
.02
476.96’
2:
1
.01
2:
1
475.00’
.007
2:
1
.003
474.94’
2:
1
.003
E
X

W
E
T
L
A
N
D
2:
1
474.72’
.00
E
X

W
E
T
L
A
N
D
.02
2:
1
474.76’
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
2
2
6
_
s
e
c
j
h
a
r
v
e
y
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
I
N

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,

P
.
A
.

T
H
I
S

D
R
A
W
I
N
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A
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A
L
L

R
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P
R
O
D
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C
T
I
O
N
S

O
F

I
T

A
R
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P
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T
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O
F

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G
.

R
E
P
R
O
D
U
C
T
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N

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R

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T
H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
C
C
A
R
R
B
O
R
O
,

N
C
C
R
O
S
S

S
E
C
T
I
O
N
S
1083-12003
ROGERS13CDC226
CAM, WBH
C2.26
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
ISIT
ION
485
480
47568+62.88
485
480
475
00 5 10 15 20 25 30 35 40 45 50
485
480
47568+50.00
485
480
475
00 5 10 15 20 25 30 35 40 45 50
-EL-
4
8
1
.
1
1
E
X

E
O
P
4
8
1
.
5
9
E
X

S
D
W
K
4
8
0
.
7
4
E
X

E
O
P
C
L=
4
8
1.
2
0
EX SIGN
1.50’
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
485
480
47568+25.00
485
480
4
8
0
.
6
4
E
X

E
O
P
R
O
W
E
X
C
L=
4
8
1.
0
6
475
B
O
X
E
X

F
O
T
E
L
E
E
X

P
E
D
1.50’
15" RCP
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
E
X

W
E
T
L
A
N
D
.02
2:
1
.02
2:
1
746.22’
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
2
0
1
3

S
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,

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A
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R
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T
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N

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P
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D
.
F
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(
9
1
9
)

8
5
9
-
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2
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(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
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IG
H
,

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C
A
R
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2
7
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1
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S

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R
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N
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M

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IC
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N
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C
-
8
9
0
I
N
COMP
L
E
T
E

P
L
A
N
S
DO
N
OT

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SE

F
OR

R
/
W
A
CQU
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SI
T
I
ON
DO
N
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SE

F
OR

CON
ST
R
U
CT
ION
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
10
/
8
/
2
0
13
R
O
G
E
R
S
1
3
C
D
C
3
0
1

(
s
t
a
g
i
n
g
)
j
h
a
r
v
e
y
R
O
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R
S

R
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A
D

S
I
D
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W
A
LK
C
A
R
R
B
O
R
O
,

N
C
SR 1896
Purefoy
SR 1842
RogersRd.S R 1729
Rusch Rd
STAGING AREA
50 100 2001000
PLANS
S
T
A
G
I
N
G

A
R
E
A
C3.01
10 20 40200
PLANS
ROGERS13CDC301
10-7-13
R
.J
R
A
IN
SLL
HT
O R L
R
O
CA
R
O
FESSI
O
N
9334
G
E
N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
USM
RESJR
.
A.
C
HAR
L
SE
401
A
INL
R
O
CA
ANDSCAPE
E IHC
R
A
T
R
E TC
T
O R
R
N
S
T
E
DE
H
L
GI
STAGING AREA
TO EUBANKS RD
T
O
H
O
M
E
S
T
E
A
D
R
D
EOP
EOP
15" RCP
UPEOGEOG
EOP
EOP
EOP
15" RCP
15" C
MP
15" R
CP
UP
UP
EOG
E
O
G
E
OG
EOG EOG
EOG
GUYWIRE
GUYWIREGUYWIRE
RO
W
RO
W
RO
W
R
O
W
RO
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DATE:
DRAWING NAME:
PROJECT# :
CAM, WBH
1083-12003
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
CAM, WBH
1083-12003
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
CAM, WBH
1083-12003
R
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
10
/
8
/
2
0
13
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1
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PLANS
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SR 1727
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S
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6-PEDESTRIAN AND WORKER SAFETY."
"NC-MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR WORK ZONE (MUTCD) CHAPTER
SHALL COMPLY WITH THE REQUIREMENTS AND RECOMMENDATIONS OF THE 2009 EDITION OF THE
BARRIERS (NO BARRIER WALLS) BETWEEN THE WORK ZONE AND ADJACENT OPEN SIDEWALKS. WORK
IN THE WORK ZONE PHASE. PROVIDE ORANGE SAFETY FENCING, DRUMS OR OTHER SIMILAR
ONE SIDE OF THE ROAD OR OTHER, AS APPROPRIATE FOR THE CONSTRUCTION ACTIVITY UNDERWAY
BARRICADES AND EXISTING OR TEMPORARY CURB CUT RAMPS AND DETOUR PEDESTRIANS TO
LOCATIONS OF ANY SIDEWALK CLOSURES. AT ROAD CLOSURE BARRICADES PROVIDE SIDEWALK
CONTRACTOR WILL PROTECT AND SAFELY DETOUR PEDESTRIANS AROUND THE WORK ZONE
TIME IN EACH PHASE OF CONSTRUCTION FOR THE MINIMUM TIME PRACTICABLE. THE
REPLACEMENTS AND REPAIRS WILL BE LIMITED TO ONE SIDE OF THE ROADWAY AT ANY
THE SIDEWALK, OR WHERE SIDEWALK REPLACEMENT OR REPAIR IS SPECIFIED. SIDEWALK
PERIODS AND IN LOCATIONS WHERE CONSTRUCTION WORK IS IN CLOSE PROXIMITY TO
AND WHEELCHAIR ACCESS DURING ALL PHASES OF CONSTRUCTION, EXCEPT DURING
SIDEWALKS SHALL REMAIN OPEN AND UNOBSTRUCTED TO PEDESTRIAN MOVEMENT
AS NECESSARY FOR UTILITY INSTALLATIONS.
ROAD CLOSURES STD 1101.03 (2 OF 9, OR 8 OF 9)
STD. 1101.02 (1 OF 9) AND TEMPORARY
-PROVIDE TEMPORARY LANE CLOSURES
CONTROL NOTES.
-REFER TO TRAFFIC & PEDESTRIAN
ON ROGERS RD, TALLYHO TRL, CLAYMORE RD, HOMESTEAD RD AND TOWN SIDE STREETS.
PROVIDE STANDARD TRAFFIC AND PEDESTRIAN WARNING SIGNS ON ALL PROJECT APPROACHES
PROJECT
BEGIN
PROJECT
END
10-7-13
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
10
/
8
/
2
0
13
R
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1
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C
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1

(
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j
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150 300 6003000
PLANS
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1
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S
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ROGERS13CDC501
R
d.PROJECT
BEGIN
PROJECT
END
10-7-13
R
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NOT TO SCALE
VICINITY MAP
HOMESTEAD RD
SR 1777
2
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1
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C
STANDARDS
TOWN OF CARRBORO
______________________________
OCTOBER, 2011
STANDARDS AND DESIGN,
SPECIFICATIONS,
OWASA - MANUAL OF
______________________________
STANDARD SPECIFICATION
NCDOT - JANUARY 2012
= +/-5700 LF
TOTAL LENGTH OF TOWN OF CARRBORO SIDEWALK BOND PROJECT
PROJECT LENGTHDESIGN DATA Prepared in the Office of:
SUNGATE DESIGN GROUP, P.A.
LOCATION:
TYPE OF WORK:
915 JONES FRANKLIN ROAD, RALEIGH, NC, 27606
D
r
.
P
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fo
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Rogers Rd.
R
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Tr.
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9
6
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2
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S
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1
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2
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2
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2
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E u b a n k s
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7
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SR 1896
PUREFOY DR
O
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S
R 1729
R
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8
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I
40
R
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c
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R
d
DRAINAGE, DRIVE APRONS
GUTTER, CONCRETE SIDEWALK, STORM
CONCRETE SIDEWALK, CONCRETE CURB AND
H
o
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s
te
a
d
R
d
Meado
w
Run
Ct
INDEX OF SHEETS
Staffield
Ln
W
itm
ore C
ir N Hawick Ct
S Hawick Ct
R
d.
SR
1
7
2
7
EU
BANK
S
RD
NCDOT ENCROACHMENTS
AND SR 1777, HOMESTEAD RD
1. SR 1729, ROGERS ROAD BETWEEN MEADOW RUN CT (NON-SYSTEM)
(NON-SYSTEM) AND SR 1777, HOMESTEAD RD
SR 1729, ROGERS ROAD BETWEEN MEADOW RUN CT
STA 11+61.90
BEGIN PROJECT
STA 68+62.88
END PROJECT

GRAPHIC SCALE
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET

PUBLIC WORKS
TOWN OF CARRBORO
10
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8
/
2
0
13 R
O
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E
R
S
1
3
C
D
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1
0
0
j
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ROGERS RD SIDEWALK PROJECT
EROSION AND SEDIMENT CONTROL MEASURES
CONSTRUCTION.
GRUBBING PHASE OF
FOR CLEARING AND
EROSION CONTROL PLANS
THIS PROJECT CONTAINS
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type B
Stilling Basin
TDTemporary Diversion
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam Type-B
Type A
Type B
Type C
A
B
C
Temporary Silt Fence
TSD
Std. #Description Symbol

Temporary Berms and Slope Drains
Rock Inlet Sediment Trap:
1630.03
1630.05
1605.01
1622.01
1633.01
1634.01
1634.02
1635.01
1635.02
1630.04
1632.01
1632.02
1632.03
Rock Pipe Inlet Sediment Trap Type-A
Rock Pipe Inlet Sediment Trap Type-B
Temporary Rock Sediment Dam Type A
Temporary Rock Sediment Dam Type B
Temporary Silt Fence
Roadway Standard Drawings

The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
Rock Pipe Inlet Sediment Trap Type A
EC-1
1606.01 Special Sediment Control Fence
1634.01
1634.02
1635.01
1605.01
1630.01
Temporary Berms and Slope Drains
1606.01
1622.01
Special Sediment Control Fence
Riser Basin
R
O
G
E
R
S

R
D

S
I
D
E
W
A
L
K
1635.02 Rock Pipe Inlet Sediment Trap Type B
1604.01 Railroad Erosion Control Detail
1607.01 Gravel Construction Entrance
Skimmer Basin
for Special Considerations.
Refer To E. C. Special Provisions
ON THIS PROJECT
SENSITIVE AREA(S) EXIST
ENVIRONMENTALLY
STANDARDS.
SENSITIVE WATERSHED
BEEN DESIGNED TO
THIS PROJECT HAS

Tiered Skimmer Basin
Infiltration Basin
Special Stilling Basin1630.06
Temporary Rock Silt Check Type-A with
Matting and Polyacrylamide (PAM)
Wattle/Coir Fiber Wattle
Wattle/Coir Fiber Wattle
with Polyacrylamide (PAM)
1630.02
1633.02
2012 STANDARD SPECIFICATIONS
NATURAL RESOURCES DIVISION OF WATER QUALITY.
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011
WITH THE REGULATIONS SET FORTH BY THE
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest
1630.05 Temporary Diversion
1630.04 Stilling Basin
1630.03 Temporary Silt Ditch
1630.02 Silt Basin Type B
1630.06 Special Stilling Basin
1631.01 Matting Installation
1632.02
1632.01
Rock Inlet Sediment Trap Type B
Rock Inlet Sediment Trap Type A
1632.03 Rock Inlet Sediment Trap Type C
1633.01
1633.02 Temporary Rock Silt Check Type B
Temporary Rock Silt Check Type A
1640.01 Coir Fiber Baffle
1645.01 Temporary Stream Crossing
EW
CFW
ROGERS RD
PSH E1.04 PSH E1.05
PSH E1.06
PSH E1.07 PSH E1.08 PSH E1.09 PSH E1.10 PSH
E
1
.1
1
P
S
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1.
12
P
S
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E
1.
13
P
S
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1.
14
PSH E1.15
DATE: OCTOBER 7, 2013
EROSION CONTROL PLAN FOR PROPOSED
SIGNATURE:
P.E.
PROJECT ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
JOSHUA G. DALTON, PE, CPESC
A
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PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
CLEARING AND GRUBBING/ FINAL EROSION CONTROLE1.04 - E1.15
SOIL STABLIZATION SUMMARYE1.03
DETAILSE1.02 - E1.02D
EROSION CONTROL NOTESE1.01
0
PLANS
2010 40
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Chapel
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C
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
CAM, WBH
1083-12003
R
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ENGINEER.
NEED TO BE INSTALLED AS DIRECTED BY THE
ADDITIONAL EROSION CONTROL DEVICES MAY
REQUIRE PRIOR APPROVAL BY ENGINEER.
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
E1.01
ROGERS13CDE101
E
R
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I
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N

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AREA = 4.1 ACRES
TOTAL DISTURBED
10-7-13
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C
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
CAM, WBH
1083-12003
R
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ROGERS13CDE102

AA

5’-0"
1’-0"
1’-6"
4’-8"
6"
1’-2"
STONE
CONTROL
SEDIMENT
STONE
STRUCTURAL
WATER
FILTERED
12"
SECTION A-A
1’-6"
1632.02 1632.02
1 1 1 1
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DIVERSION POINT.
THE SHOULDER OR ANY
MINIMUM OF ONE FOOT BELOW
CONSTRUCT TOP OF BERM A
THE ENGINEER.
OTHERWISE SPECIFIED BY
MINIMUM ACCEPTABLE UNLESS
DIMENSIONS SHOWN ARE
FOR SEDIMENT CONTROL.
USE NO. 5 OR NO. 57 STONE
STRUCTURAL STONE.
USE CLASS ’A’ STONE FOR
NOTE:
7
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C
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
CAM, WBH
1083-12003
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FLOW
A A
*T = 12" MIN., 18" MAX.
H
WIDTH
*T
PLAN
SECTION A-A
SECTION B-B
B
B
2/3 CHANNEL
STRUCTURAL STONE
SEDIMENT CONTROL STONE
2’ MIN
2’ MIN
L=3xH
12"
1633.01 1633.01
1 1 1 1
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CONTROL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
FOR STRUCTURAL STONE.
USE CLASS ’B’ EROSION CONTROL STONE
NOTE
FILTER FABRIC
COMPACTED FILL
WIRE
NOTES
OF 6 LINE WIRES WITH 12" STAY
SPACING.
DIRECTED BY THE ENGINEER.
FILTER FABRIC
8"
4"
WIRE INTO TRENCH
EXTENSION OF FABRIC AND
8’ MAX. WITH WIRE
(6’ MAX. WITHOUT WIRE)
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1 1 1 1
SHALL BE 12 GAUGE MIN.
MIDDLE AND VERTICAL WIRES
SHALL BE 10 GAUGE MIN.
TOP AND BOTTOM STRAND
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1605.01 1605.01
STEEL POST - 2’-0" DEPTH
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
USE FILTER FABRIC A MINIMUM
OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRE AS
PROVIDE 5’-0" STEEL POST OF THE
SELF-FASTENER ANGLE STEEL TYPE.
E1.02A
ROGERS13CDE102A
10-7-13
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ
10
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T
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D
.
C
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
CAM, WBH
1083-12003
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E1.02B
ROGERS13CDE102B
10-7-13
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ

MATTING INSTALLATION DETAIL
NOTES:
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
MATTING IN DITCHES
MATTING ON SLOPES
BACKFILL
MATTING SHALL BE
PLACED IN TRENCH
AND BACKFILLED
18"
(MIN.)
6" MIN
STAPLES ON
1’ CENTERS
IN TRENCH
EXISTING
GROUND
6"
(MIN.)
S L O P E
STAPLES ON
1’ CENTERS
IN TRENCH
NOT TO SCALE
A
B
A
B
A
4"
4"
10"
10"
10"
DIAGRAM B
DIAGRAM A
10"
6"
30’
C
4"
4"
30’
C
STAPLE
CHECK
10"
4"
4"
Staple
Check
Staple
Staple Check Pattern
DIAGRAM c
1

1
/
2
’
6’
3’
3’
Staple
10
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8
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C
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
CAM, WBH
1083-12003
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E1.02C
ROGERS13CDE102C
10-7-13
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ

1606.01 1606.01
1 1 1 1
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SEDIMENT CONTROL STONE

SEDIMENT CONTROL STONE
WATER FLOW
STEEL POST - 2 ft DEPTH
2:1
*DIMENSION
VARIABLE
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2 ft
3 ft
WIRE MESH
1 ft min
WIRE MESH
1 ft min
2 ft
WIRE MESH
D
D
D
D
D
SPACE POST A MAXIMUM OF 3 FT.
POST 2 FT. DEEP MINIMUM.
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
WITH 1/4 INCH MESH OPENINGS.
USE HARDWARE CLOTH 24 GAUGE WIRE MESH

CONTROL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
GENERAL NOTES:
ELEVATION VIEW
NATURAL GROUND
NATURAL GROUND
FLOW
1’ MIN.
1’ MIN.
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
12" MIN.
SILT BASIN
OPTIONAL TYPE "B"4’-6"
EDGE OF PAVEMENT
ISOMETRIC VIEW
PAVEMENT
SHLD.
DITCH CHECK
TEMP. STONE
SLOPE
BACK
SLOPEDITCH
TRAP
SEDIMENT
12"
STRUCTURAL STONE
BASE OF DITCH
CONTROL STONE
12" THICK SEDIMENT
1633.02 1633.02
1 1 1 1
T
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T
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C
A
R
O
L
I
N
A
S
T
A
T
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O
F
SHEET OF SHEET OF
E
N
G
L
I
S
H

S
T
A
N
D
A
R
D

D
R
A
WI
N
G

F
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N
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S
T
A
N
D
A
R
D

D
R
A
WI
N
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F
O
R
AS DIRECTED BY THE ENGINEER.
CONTROL. PLACE SEDIMENT CONTROL STONE
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
GRADE LESS THAN 3%.
ONE (1) ACRE DRAINAGE AREA AND A DITCH
CLASS "A" STONE FOR SITES HAVING LESS THAN
THE ENGINEER MAY DIRECT THE OPTION OF
STRUCTURAL STONE.
USE CLASS ’B’ EROSION CONTROL STONE FOR
NOTES:
7
-
0
6
7
-
0
6
10
/
8
/
2
0
13
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P
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M
I
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T
E
D
.
C
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
CAM, WBH
1083-12003
R
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9
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8
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(
9
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8
5
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2
2
4
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2
7
6
0
6
9
1
5

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LS
E1.02D
ROGERS13CDE102D
10-7-13
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ

WIRE MESH
AA
SECTION A-A
YY
SECTION Y-Y
MULTI-DIRECTIONAL FLOW SINGLE-DIRECTIONAL FLOW
2’
2’
2’
6"
1’-6"
" WIRE MESH
" WIRE MESH
CONTROL STONE
SEDIMENT
WATER
FILTERED
12"
2’
2’
6"
1’-6"
CONTROL STONE
SEDIMENT
WATER
FILTERED
FLOW FLOW
*
MAXIMUM POST SPACING 4 FT.
**
SEE NOTE FOR POST DESCRIPTION
DIMENSION VARIABLE
AVERAGE BOX
DIMENSION VARIABLE
AVERAGE BOX
1632.03 1632.03
1 1 1 1
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SHEET OF SHEET OF
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N
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F
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" WIRE MESH
OF 4’.
SPACE POST A MAXIMUM
ANGLE STEEL TYPE.
OF THE SELF-FASTENER
1.5’ DEEP MINIMUM, AND
USE 5’ STEEL POST, INSTALLED
SEDIMENT CONTROL STONE.
INSTALL WIRE MESH UNDER
DIVERSION POINT.
THE SHOULDER OR ANY
A MINIMUM OF ONE FOOT BELOW
PLACE TOP OF WIRE MESH
1/4 INCH MESH OPENINGS.
MESH HARDWARE CLOTH WITH
USE 24 GAUGE MINIMUM WIRE
FOR SEDIMENT CONTROL STONE.
USE NO. 5 OR NO. 57 STONE
NOTE
10
/
8
/
2
0
13
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S
1
3
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1
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P
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R
M
I
T
T
E
D
.
C
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
CAM, WBH
1083-12003
R
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W
A
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C
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
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(
9
1
9
)

8
5
9
-
2
2
4
3
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C
A
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IN
A

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7
6
0
6
9
1
5

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.

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-
8
9
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.
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P
L
A
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S
10-7-13
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
SOIL STABILIZATION SUMMARY SHEET
SIDESTATION
TO
STATION
FROM
LINESHEET NO.
CONST
ESTIMATE (SY)STATION
TO
SIDESTATION
FROM
LINE
SHEET NO.
CONST
ESTIMATE (SY)
MATTING FOR EROSION CONTROL PERMANENT SOIL REINFORCEMENT MAT
4 -L-11+90 12+25 RT 45
-L-17+35 18+00 RT 20
-L-18+07 18+75 RT 85
5
5
5 -L-18+95 19+94 RT
6 -L-23+03 24+86 RT 220
7 -L-29+00 29+83 RT 100
8 -L-29+83 31+25 RT 175
125
S
O
I
L
S
T
A
B
I
LI
Z
A
T
I
O
N

S
U
M
M
A
R
Y

S
H
E
E
T
ROGERS13CDE103
E1.03
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ
SUBTOTAL
ADDITIONAL PSRM TO BE INSTALLED
TOTAL
1315
0
1315
13 -L-58+50 60+00 RT 165
14 -L-60+00 62+50 RT 270
14 -L-63+75 64+75 RT 110
4 -L-12+25 15+00 RT 335
-L-15+00 15+75 RT5 95
5 -L-16+00 18+07 RT 220
6 -L-20+11 20+86 RT 80
6 -L-21+50 22+10 RT 105
6 -L-22+20 23+88 RT 205
7 -L-25+10 28+63 RT 370
8 -L-31+60 34+35 RT 335
-L-34+508 35+00 RT 65
9 -L-35+00 36+91 RT 230
9 -L-37+05 38+25 RT 130
9 -L-38+43 39+38 RT 100
9 -L-39+49 40+00 RT 55
10 -L-40+00 40+28 RT 30
10 -L-40+41 43+78 RT 410
10 -L-43+95 45+00 RT 130
11 -L-45+00 50+00 RT 605
12 -L-50+00 52+00 RT 245
12 -L-52+26 55+00 RT 330
13 -L-55+00 58+50 RT 425
SUBTOTAL
TOTAL
4500
ADDITIONAL MATTING TO BE INSTALLED 11650
16150
M
A
TC
H
LIN
E

15
+
0
0

10 20 40200
PLANS
10
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8
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15
+
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0
CLEARING AND GRUBBING
FINAL GRADE
S
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(
9
1
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)

8
5
9
-
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2
5
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(
9
1
9
)

8
5
9
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2
2
4
3
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,

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A
R
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IN
A

2
7
6
0
6
9
1
5

J
O
N
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S

F
R
A
N
K
L
IN

R
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N
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IC
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N
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N
O
.

C
-
8
9
0
I
N
C
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L
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T
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P
L
A
N
S
DO
N
OT

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F
OR

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/
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N
A
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Y

P
L
A
N
S
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
O
G
E
R
S

R
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A
D

S
I
D
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W
A
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C
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E
R
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T
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ROGERS13CDE104
10-7-13
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ
PROPOSED DITCH LINE.
EROSION CONTROL IN THE
INSTALL PSRM FOR
Sta. 12+25 to Sta. 15+00
in Ditch as Work Allows.
Place Matting for Erosion Control
D
D
EOP
EOP
SIGN
SIGN
SIGN
SIGN
11+
0
0
12
+
0
0
14
+
0
0
13
+
0
0
WV
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PREVENTER
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5
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5
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5
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531
PIN 9870355605
P.B. 55, PG. 38
D.B. 1528, PG. 322
VIRGINIA BETHEA
JOHN BETHEA
M
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A
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PIN 9870357613
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O
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ROW
ROW ROW
ROW
ROWROW
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EIP
EIP
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ROGERS ROAD SR 1729
PIN 9870353308
D.B. 856, PG. 396
HOMEOWNERS ASSOC. INC
MEADOW RUN
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
BDISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
RELOCATE
ADJUST
RELOCATE
SIDEWALK
5’ STD CONCRETE SIDEWALK
5’ STD CONCRETE
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BACKFLOW
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PT #17
PIN 9870355605
P.B. 55, PG. 38
D.B. 1528, PG. 322
VIRGINIA BETHEA
JOHN BETHEA
M
E
A
D
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R
U
N

C
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PIN 9870357613
D.B. 166, PG. 346
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JOHN STREET
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R
O
W
ROW
ROW ROW
ROW
ROWROW
ROW
EIP
EIP
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ROGERS ROAD SR 1729
PIN 9870353308
D.B. 856, PG. 396
HOMEOWNERS ASSOC. INC
MEADOW RUN
CCC
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3
523
52
4
524
525
525
5
2
6
526
5
2
7
527
5
2
8
528
528
5
2
9
529
529
5
3
0
530
5
3
0
531
2GI
18" RCP-III
1
8
"

R
C
P
-
I
I
I

3
2
1
RETAIN
JB w/MH
SEE DETAIL #1
SPEC LAT V DITCH
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
3:
1
FROM STA. 11+90 TO STA. 12+25 -L- RT
Max. d=1.5 Ft.
Min. D=1.5 Ft.
DETAIL 1
Type of Liner= PSRM
Ground
Natural Flatter4:1 or
Slope
Fill
M
A
T
C
H
LI
N
E
1
5
+
0
0
M
A
TC
H
LIN
E
2
0
+
0
0

10 20 40200
PLANS
10
/
8
/
2
0
1
3
R
O
G
E
R
S
1
3
C
D
E
1
0
5
j
h
a
r
v
e
y
M
A
T
C
H
LI
N
E
1
5
+
0
0 M
A
TC
H
LIN
E
2
0
+
0
0
CLEARING AND GRUBBING
FINAL GRADE
2
0
1
3

S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,

P
.
A
.

T
H
I
S

D
R
A
W
I
N
G

A
N
D

A
L
L

R
E
P
R
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D
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C
T
I
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N
S

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F

I
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A
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T
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S
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L
E

P
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O
F

S
D
G
.

R
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P
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D
U
C
T
I
O
N

O
R

O
T
H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
E1.05
E
R
O
S
I
O
N

C
O
N
T
R
O
L
ROGERS13CDE105
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
IN

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO

N
O
T

U
SE

F
OR

R
/
W
A
CQU
I
SI
T
I
ON
DO

N
O
T

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
10-7-13
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ
PROPOSED DITCH LINE.
EROSION CONTROL IN THE
INSTALL PSRM FOR
D
D
PROPOSED DITCH LINE.
EROSION CONTROL IN THE
INSTALL PSRM FOR
D
Sta. 15+00 to Sta. 15+75
in Ditch as Work Allows.
Place Matting for Erosion Control
D
Sta. 16+00 to Sta. 18+07
in Ditch as Work Allows.
Place Matting for Erosion Control
D D
522523523
523
52
3
524
524
524
524
524
5
2
4
5
2
4
524 525
52
5
525
525
525
526
526
526
527527
5
2
7
528
528
528 5
2
8
529
529
529
5
2
9
530
530
530
530
530
5
3
0
531
5
3
1
531
531
531
5
3
1
531
531
532
532
5
3
2
532
1
6
+
0
0
17
+
0
0
18
+
0
0
EOP
EOP
EOP
EOP
EO
G
E
OG
MANHOLE
WATER
WM
WELL
FH
W
E
O
G
E
OG
UP
WV
UT
UP
15
" R
C
P
12
" RC
P
12
" RC
P
E
O
G
E
O
G
E
OG
S
OIL
S
OIL
WM
WM
19
+
0
0
HYD MON
WM
MAILBOX
(2) MAILBOXES
MAILBOX
WV
WV
CTRL POINT
HOR/VERT
PT #16
CTRL POINT
HOR/VERT
PT #15
PIN 9870357613
D.B. 166, PG. 346
ADDIE STREET
JOHN STREET
PIN 9870356499
D.B. 182, PG. 334
ADDIE STREET
JOHN A. STREET
PIN 9870356289
D.B. 460, PG. 378
GEORGE L. THOMPSON
PIN 9870357203
D.B. 5442, PG. 467
ASSOCIATION TRUSTEE
US BANK NATIONAL
P
IN

9
8
7
0
3
5
7
2
0
3
D
.B
.
5
4
4
2
,
P
G
.
4
6
7
A
S
S
O
C
IA
T
IO
N

T
R
U
S
TE
E

U
S

B
A
N
K

N
A
T
IO
N
A
L

ROW
ROW
ROW
ROWROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
EIP
EIP
EIP
EIP
EIP
EIP
PIN 9870356398
LAUREN MAXWELL
ROGERS ROAD SR 1729
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
F
F
C
F
F
F
F
F
F
F
FF
F
F
C
C
F
C
C
C
CC
F
F
FFF
FF
F
F
F
F
F
F
FF
C
C
522523523
523
5
23
524
524
524
524
524
5
2
4
524
524 525
525
525
525
525
526
526
526
527527
5
2
7
528
528
528 5
2
8
529
529
529
529
530 530
530
530
530
5
3
0
531
5
3
1
531
531
531
5
3
1
531
531
532
532
5
3
2
532
ADJUST
RELOCATE
REMOVE
RELOCATE
REMOVE
REMOVE
ADJUST
RETAIN
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
RELOCATE
RETAIN
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
RELOCATE
RELOCATE
1
6
+
0
0
17
+
0
0
18
+
0
0
EOP
EOP
EOP
EOP
EO
G
E
OG
MANHOLE
WATER
WM
WELL
FH
W
E
O
G
E
OG
UP
WV
UT
UP
15
" R
C
P
12
" RC
P
12
" RC
P
E
O
G
E
O
G
E
OG
S
OIL
S
OIL
WM
WM
19
+
0
0
HYD MON
WM
MAILBOX
(2) MAILBOXES
MAILBOX
WV
WV
CTRL POINT
HOR/VERT
PT #16
CTRL POINT
HOR/VERT
PT #15
PIN 9870357613
D.B. 166, PG. 346
ADDIE STREET
JOHN STREET
PIN 9870356499
D.B. 182, PG. 334
ADDIE STREET
JOHN A. STREET
PIN 9870356289
D.B. 460, PG. 378
GEORGE L. THOMPSON
PIN 9870357203
D.B. 5442, PG. 467
ASSOCIATION TRUSTEE
US BANK NATIONAL
P
IN

9
8
7
0
3
5
7
2
0
3
D
.B
.
5
4
4
2
,
P
G
.
4
6
7
A
S
S
O
C
IA
T
IO
N

T
R
U
S
TE
E

U
S

B
A
N
K

N
A
T
IO
N
A
L
ROW
ROW
ROW
ROWROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
EIP
EIP
EIP
EIP
EIP
EIP
PIN 9870356398
LAUREN MAXWELL
ROGERS ROAD SR 1729
B
B
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
6
7
15
"
RC
P-
II
I

2GI-D
15
"
RC
P-III
RETAIN
REMOVE
15"
R
C
P-III
4
5
SEE DETAIL #1
SPEC LAT V DITCH
2GI-D
SEE DETAIL #1
SPEC LAT V DITCH
REMOVE
SEE DETAIL #1
SPEC LAT V DITCH
EST 7 SY GFD
EST 2 TON
CL ’B’ RIP RAP
EST 7 SY GFD
EST 2 TON
CL ’B’ RIP RAP
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
3:
1
FROM STA. 18+95 TO STA. 19+94 -L- RT
FROM STA. 18+07 TO STA. 18+75 -L- RT
FROM STA. 17+35 TO STA. 18+00 -L- RT
Max. d=1.5 Ft.
Min. D=1.5 Ft.
DETAIL 1
Type of Liner= PSRM
Ground
Natural Flatter4:1 or
Slope
Fill
F
F
C
F
F
F
F
F
F
F
FF
F
F
C
C
F
C
C
C
CC
F
F
FFF
FF
F
F
F
F
F
F
FF
C
C
M
ATC
H
LIN
E
2
0
+
0
0 M
A
T
C
H
LI
N
E
2
5
+
0
0
10 20 40200
PLANS
10
/
7
/
2
0
13
R
O
G
E
R
S
1
3
C
D
E
1
0
6
j
h
a
r
v
e
y
M
ATC
H
LIN
E
2
0
+
0
0 M
A
T
C
H
L
I
N
E
2
5
+
0
0
CLEARING AND GRUBBING
FINAL GRADE
S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,
P
.A
.
F
A
X

(
9
1
9
)

8
5
9
-
6
2
5
8
T
E
L

(
9
1
9
)

8
5
9
-
2
2
4
3
R
A
L
E
IG
H
,

N
O
R
T
H

C
A
R
O
L
IN
A

2
7
6
0
6
9
1
5

J
O
N
E
S

F
R
A
N
K
L
IN

R
O
A
D
E
N
G

F
IR
M

L
IC
E
N
S
E

N
O
.

C
-
8
9
0
2
0
1
3

S
U
N
G
A
T
E

D
E
S
I
G
N

G
R
O
U
P
,

P
.
A
.

T
H
I
S

D
R
A
W
I
N
G

A
N
D

A
L
L

R
E
P
R
O
D
U
C
T
I
O
N
S

O
F

I
T

A
R
E

T
H
E

S
O
L
E

P
R
O
P
E
R
T
Y

O
F

S
D
G
.

R
E
P
R
O
D
U
C
T
I
O
N

O
R

O
T
H
E
R

U
S
E
S

O
F

T
H
I
S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

I
S

N
O
T

P
E
R
M
I
T
T
E
D
.
I
N
C
OMP
L
E
T
E

P
L
A
N
S
DO
N
OT

U
SE

F
OR

R
/
W
A
CQU
I
SI
T
I
ON
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
E1.06
E
R
O
S
I
O
N

C
O
N
T
R
O
L
ROGERS13CDE106
R
O
G
E
R
S

R
O
A
D

S
I
D
E
W
A
LK
C
A
R
R
B
O
R
O
,

N
C
10-7-13
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ
PROPOSED DITCH LINE.
EROSION CONTROL IN THE
INSTALL PSRM FOR
D
D
Sta. 20+11 to Sta. 20+86
in Ditch as Work Allows.
Place Matting for Erosion Control
Sta. 21+50 to Sta. 22+10
in Ditch as Work Allows.
Place Matting for Erosion Control
D
Sta. 22+20 to Sta. 23+88
in Ditch as Work Allows.
Place Matting for Erosion Control
D
12
"
R
C
P
12
"
R
C
P
EOG
15
" R
C
P
12"
RCP
12" RCP
E
O
P
E
O
P
EOP
EOP
UT
WM
WM
UT
UP
WV
WV
WM
SSMH
F
E
NC
E
E
O
G
E
OG
E
O
G E O G
S
OIL
S
OIL
EOG E
OG
E
O
G
S
O
I
L
2
1+
0
0
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0
UPUT
UT
INV=521.62’
COLUMN
INV=520.27’
INV=521.07’
INV=521.63’
INV=521.84’
INV=520.13’
INV=519.51’
MAILBOX
CTRL POINT
HOR/VERT
PT #14
FF
FF
FFF
F
F
F
F
F
F
F
F
F
F
F
FFF
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
F
513
514
514
515
5
1
5
516
5
1
6
517
517
518
5
1
8
519
5
1
9
5
2
0
520
5
2
0
521521
521
5
2
1
521
522
522
5
2
2522
522
522
5
2
2
523
523523
523
5
2
3523
5
2
3
5
2
3
5
2
3
524524
5
2
4
524
5
2
5
PIN 9870358102
D.B. 5076, PG. 586
JAMES E. STEWART
JACQUELINE STEWART
PIN 9870346986
D.B. 5459, PG. 333
ZOILA RIVAS I
PIN 9870348970
D.B. 3943, PG. 246
ALICIA JIMENEZ
HERMELINDA PEREZ JIMENEZ
PIN 9870349879
P.B. 96, PG. 177
D.B. 3649, PG. 383
KIMBERLY CANOVA
MICHAEL J. CANOVA
PIN 9870349696
D.B. 185, PG. 147
JAMES M. ALLEN
P
IN
9
8
7
0
3
5
7
2
0
3
D
.B
. 5
4
4
2
, P
G
. 4
6
7
A
S
S
O
C
IA
T
IO
N
T
R
U
S
T
E
E

U
S
B
A
N
K
N
A
T
IO
N
A
L
ROW
ROW
ROW
ROW
R
OW
R
OW
R
OW
R
OW
ROW
ROW
ROW
ROW ROW ROW
ROW
ROW
ROW
ROWEIP
EIP
EIP
EIP EIP
EIP
EIP
EIP
ROGERS ROAD SR 1729
PIN 9870358102
D.B. 5076, PG. 586
JAMES E. STEWART
JACQUELINE STEWART
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
SIDEWALK
5’ STD DRIVEWAY
RELOCATE
RETAIN
SIDEWALK
5’ STD CONCRETE
RELOCATE
RETAIN
RETAIN
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
REMOVE
RETAIN
ADJUST
ADJUST
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
ADJUST
RETAIN
12
"
R
C
P
12
"
R
C
P
EOG
15
" R
C
P
12"
RCP
12" RCP
E
O
P
E
O
P
EOP
EOP
UT
WM
WM
UT
UP
WV
WV
WM
SSMH
F
E
NC
E
E
O
G
E
OG
E
O
G E O G
S
OIL
S
OIL
EOG E
OG
E
O
G
S
O
I
L
2
1+
0
0
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0
UPUT
UT
INV=521.62’
COLUMN
INV=520.27’
INV=521.07’
INV=521.63’
INV=521.84’
INV=520.13’
INV=519.51’
MAILBOX
CTRL POINT
HOR/VERT
PT #14
FF
FF
FFF
F
F
F
F
F
F
F
F
F
F
F
FFF
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
F
513
514
514
515
5
1
5
516
5
1
6
517
517
518
5
1
8
519
5
1
9
5
2
0
520
5
2
0
521521
521
5
2
1
521
522
522
5
2
2522
522
522
5
2
2
523
523523
523
5
2
3523
5
2
3
5
2
3
5
2
3
524524
5
2
4
524
52
5
PIN 9870358102
D.B. 5076, PG. 586
JAMES E. STEWART
JACQUELINE STEWART
PIN 9870346986
D.B. 5459, PG. 333
ZOILA RIVAS I
PIN 9870348970
D.B. 3943, PG. 246
ALICIA JIMENEZ
HERMELINDA PEREZ JIMENEZ
PIN 9870349879
P.B. 96, PG. 177
D.B. 3649, PG. 383
KIMBERLY CANOVA
MICHAEL J. CANOVA
PIN 9870349696
D.B. 185, PG. 147
JAMES M. ALLEN
P
IN
9
8
7
0
3
5
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R
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R
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ROW
ROW
ROW ROW ROW
ROW
ROW
ROW
ROWEIP
EIP
EIP
EIP EIP
EIP
EIP
EIP
ROGERS ROAD SR 1729
PIN 9870358102
D.B. 5076, PG. 586
JAMES E. STEWART
JACQUELINE STEWART
B
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
8
9
15
" RC
P-
III
15" RCP-III REMOVE
15"
R
C
P-III RETAIN
RETAIN
RETAIN
15" RCP-III
15"
R
C
P-III 2GI-D
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
3:
1
FROM STA. 23+03 TO STA. 24+86 -L- RT
Max. d=1.5 Ft.
Min. D=1.5 Ft.
DETAIL 1
Type of Liner= PSRM
Ground
Natural Flatter4:1 or
Slope
Fill
SEE DETAIL #1
SPEC LAT V DITCH
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 7 SY GFD
EST 2 TON
CL ’B’ RIP RAP
M
A
T
C
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LI
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2
5
+
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M
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C
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3
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10 20 40200
PLANS
10
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3
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CLEARING AND GRUBBING
FINAL GRADE
S
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P
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
O
G
E
R
S

R
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A
D

S
I
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W
A
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C
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E
R
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C
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ROGERS13CDE107
10-7-13
A
IN
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O R L
R
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CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
PROPOSED DITCH LINE.
EROSION CONTROL IN THE
INSTALL MATTING FOR
D D
Sta. 25+10 to Sta. 28+63
in Ditch as Work Allows.
Place Matting for Erosion Control
D D
E
OG
S
OIL
UT
WV WV
WV
WV
WV WM
WM
UP
UP
SIGN
4
8
"

C
M
P
15" RCP
EOP
EOPEOP
EOP
UT UT
E
OG
E
OG
2
6
+
0
0
2
7
+
0
0
2
8
+
0
0
2
9
+
0
0
HYD MON
WV
WV
PREVENTER
BACKFLOW
CTRL POINT
HOR/VERT
PT #13
HYD MON
PIN 9870441657
D.B. 932, PG. 81
JAMES M. ALLEN
PIN 9870453385
D.B. 171, PG. 475
LEAH ROGERS
PIN 9870347529
D.B. 4088, PG. 331
BUDDHA LLC
PIN 9870442208
D.B. 4435, PG. 507
BUDDHA LLC PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
EIP
ROGERS ROAD SR 1729
FF
F
F
F
FCFF
F
F
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C C C C C C C
C C C
4
9
5
4
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497
498
4
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8
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4
9
9
500
500
501
501
501
502502
502
502
502
5
0
3
503504
504
504
505
505
5
0
5
506
506
506
507
507
5
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7
508
508
508
508
509
509
509
509
510
5
1
0
510
510
510
511
5
1
1
511512
5
1
2
513
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
SIDEWALK
5’ STD DRIVEWAY
RETAIN
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
ADJUST
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD CONCRETE
ADJUST
ADJUST
RETAIN
E
OG
SOIL
UT
WV WV
WV
WV
WV WM
WM
UP
UP
SIGN
4
8
"

C
M
P
15" RCP
EOP
EOPEOP
EOP
UT UT
E
OG
E
OG
2
6
+
0
0
2
7
+
0
0
2
8
+
0
0
2
9
+
0
0
HYD MON
WV
WV
PREVENTER
BACKFLOW
CTRL POINT
HOR/VERT
PT #13
HYD MON
PIN 9870441657
D.B. 932, PG. 81
JAMES M. ALLEN
PIN 9870453385
D.B. 171, PG. 475
LEAH ROGERS
PIN 9870347529
D.B. 4088, PG. 331
BUDDHA LLC
PIN 9870442208
D.B. 4435, PG. 507
BUDDHA LLC PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
EIP
ROGERS ROAD SR 1729
FF
F
F
F
FCFF
F
F
F
F
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C C C C C C C
C C C
4
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4
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4
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4
9
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500
500
501
501
501
502502
502
502
502
5
0
3
503504
504
504
505
505
5
0
5
506
506
506
507
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5
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508
508
508
508
509
509
509
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510
510
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5
1
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511512
5
1
2
513 10
11
12
ENDWALL
15" RCP-III
REMOVE
RETAIN
1313A
15" RCP-III
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
3:
1
FROM STA. 29+00 TO STA. 31+25 -L- RT
Max. d=1.5 Ft.
Min. D=1.5 Ft.
DETAIL 1
Type of Liner= PSRM
Ground
Natural Flatter4:1 or
Slope
Fill
1
5
"
RC
P
-III
2GI-B
1
5
"

R
C
P
-
I
I
I

SEE DETAIL #1
SPEC LAT V DITCH
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
EST 7 SY GFD
EST 2 TON
CL ’B’ RIP RAP
W/ GASKET SLEEVE
BAND AND EXTEND
48" CSP
B
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
M
A
T
C
H
LI
N
E

3
0
+
0
0
M
A
T
C
H
LI
N
E

3
5
+
0
0
10 20 40200
PLANS
10
/
8
/
2
0
1
3
R
O
G
E
R
S
1
3
C
D
E
1
0
8
j
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a
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M
A
T
C
H
LI
N
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3
0
+
0
0
M
A
T
C
H
LI
N
E

3
5
+
0
0
CLEARING AND GRUBBING
FINAL GRADE
S
U
N
G
A
T
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D
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S
I
G
N

G
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P
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2
0
1
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(
9
1
9
)

8
5
9
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2
5
8
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(
9
1
9
)

8
5
9
-
2
2
4
3
R
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L
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,

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C
A
R
O
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IN
A

2
7
6
0
6
9
1
5

J
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F
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R
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C
-
8
9
0
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C
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P
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A
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N
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U
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F
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R
/
W
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ON
DO

N
O
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U
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F
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CON
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R
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P
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N
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N
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I
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N

C
O
N
T
R
O
L
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
E1.08
ROGERS13CDE108
10-7-13
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
PROPOSED DITCH LINE.
EROSION CONTROL IN THE
INSTALL PSRM FOR
D
Sta. 31+60 to Sta. 34+35
in Ditch as Work Allows.
Place Matting for Erosion Control
D D
Sta. 34+50 to Sta. 35+00
in Ditch as Work Allows.
Place Matting for Erosion Control
D
E
OG EOG
15" RCP
EOP EOP
EOPEOP
3
1
+
0
0
3
2
+
0
0
3
3
+
0
0
3
4
+
0
0
15" RCP
SIGN
SIGN
WM
UP
E
O
G
E
O
G
R/W MON
INV=493.68’
MAILBOX
CTRL POINT
HOR/VERT
PT #12 CTRL POINT
HOR/VERT
PT #11
PIN 9870445166
D.B. 395, PG. 234
BETTIE D. ROGERS
SAMUEL F. ROGERS PIN 9870437814
D.B. 166, PG. 2
LEAH ROGERS
PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
ROGERS ROAD SR 1729
PIN 98
7
0
4
38
9
67
D.B. 2164, PG. 35
1
LO
VE CH
URCH INTERN
ATIO
NAL INC. FAITH TABERN
ACLE O
ASIS OF C
C
F
CF
F
F
F
F
F
FFF
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C C C
C C C C C
C49
4
495
496 4
9
7
497
498
498
499
499
500
500
501
501
502
502
50
2
503
503
504
5
0
4
50
4
5
0
5
5
0
5
506
506
507
507
508
508
509
5
0
9
510
510
511
511
512
5125
1
2
513
513
513
514
514
514
515
515
515
516
516
516
516
517
517
517
517
518
518
518
518 519
519
519
519
520
520
520
520
520
5
2
1
5
2
1
521
5
2
2
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
RELOCATE
RETAIN
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
E
OG EOG
15" RCP
EOP EOP
EOPEOP
3
1
+
0
0
3
2
+
0
0
3
3
+
0
0
3
4
+
0
0
15" RCP
SIGN
SIGN
WM
UP
E
O
G
E
OG
R/W MON
INV=493.68’
MAILBOX
CTRL POINT
HOR/VERT
PT #12 CTRL POINT
HOR/VERT
PT #11
PIN 9870445166
D.B. 395, PG. 234
BETTIE D. ROGERS
SAMUEL F. ROGERS PIN 9870437814
D.B. 166, PG. 2
LEAH ROGERS
PIN 9870443288
D.B. 854, PG. 104
ALLONIOUS NICKENS
ROWROWROWROW
ROW ROW ROW ROW ROW ROW
EIP
EIP
ROGERS ROAD SR 1729
PIN 98
7
043
8
9
6
7
D.B. 2164, PG. 351
LO
VE CH
URCH INTERNATIONAL INC. FAITH TABERN
ACLE O
ASIS OF C
C
F
CF
F
F
F
F
F
FFF
FFFF
FFFFFFFFFFF
C C C
C C C C C
C49
4
495
496
49
7
497
49
8
498
499
499
500
500
501
501
502
502
50
2
503
5
03
504
5
0
4
50
4
5
0
5
5
0
5
506
506
507
507
508
508
509
5
0
9
510
510
511
511
512
5125
1
2
513
513
513
514
514
514
515
515
515
516
516
516
516
517
517
517
51
7
518
518
518
518 519
519
519
519
520
520
520
520
520
5
2
1
5
2
1
521
5
2
2
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
15
14
ENDWALL
REMOVE
RETAIN
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
3:
1
FROM STA. 29+00 TO STA. 31+25 -L- RT
Max. d=1.5 Ft.
Min. D=1.5 Ft.
DETAIL 1
Type of Liner= PSRM
Ground
Natural Flatter4:1 or
Slope
Fill
SEE DETAIL #1
SPEC LAT V DITCH
15" RCP-III
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
M
A
T
C
H
LI
N
E

3
5
+
0
0
M
A
T
C
H
LIN
E

4
0
+
0
0

10 20 40200
PLANS
10
/
7
/
2
0
13
R
O
G
E
R
S
1
3
C
D
E
1
0
9
j
h
a
r
v
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M
A
T
C
H
LI
N
E

3
5
+
0
0
M
A
T
C
H
LIN
E

4
0
+
0
0
CLEARING AND GRUBBING
FINAL GRADE
2
0
1
3

S
U
N
G
A
T
E

D
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S
I
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N

G
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
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10-7-13
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26971
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A
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in Ditch as Work Allows.
Place Matting for Erosion Control
D D
Sta. 37+05 to Sta. 38+25
in Ditch as Work Allows.
Place Matting for Erosion Control
D
Sta. 38+43 to Sta. 39+38
in Ditch as Work Allows.
Place Matting for Erosion Control
D
Sta. 39+49 to Sta. 40+00
in Ditch as Work Allows.
Place Matting for Erosion Control
D
3
6
+
0
0
3
7
+
0
0
3
8
+
0
0
3
9
+
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EOP EOP EOP
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15" RCP 15" RCP
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ROGERS ROAD SR 1729
PIN 9870438967
D.B. 2164, PG. 351
LOVE CHURCH INTERNATIONAL INC. FAITH TABERNACLE OASIS OF
PIN 9870438967
D.B. 2164, PG. 351
LOVE CHURCH INTERNATIONAL INC.
FAITH TABERNACLE OASIS OF
PIN 9870439728
P.B. 53, PG. 178
D.B. 2356, PG. 205
LOVE CHURCH INTERNATIONAL INC.
FAITH TABERNACLE OASIS OF
PIN 9870530645
P.B. 53, PG. 178
D.B. 2164, PG. 347
LOVE CHURCH INTERNATIONAL INC.
FAITH TABERNACLE OASIS OF
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538
539
539
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DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
SIDEWALK
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SIDEWALK
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ADJUST
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1
8
9
6
P
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F
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D
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IV
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ROGERS ROAD SR 1729
PIN 9870438967
D.B. 2164, PG. 351
LOVE CHURCH INTERNATIONAL INC. FAITH TABERNACLE OASIS OF
PIN 9870438967
D.B. 2164, PG. 351
LOVE CHURCH INTERNATIONAL INC.
FAITH TABERNACLE OASIS OF
PIN 9870439728
P.B. 53, PG. 178
D.B. 2356, PG. 205
LOVE CHURCH INTERNATIONAL INC.
FAITH TABERNACLE OASIS OF
PIN 9870530645
P.B. 53, PG. 178
D.B. 2164, PG. 347
LOVE CHURCH INTERNATIONAL INC.
FAITH TABERNACLE OASIS OF
P
I
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DISTURBANCE
LIMITS OF
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LIMITS OF
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LIMITS OF
DISTURBANCE
LIMITS OF
17
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
R
O
G
E
R
S

R
O
A
D

S
I
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W
A
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C
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ROGERS13CDE110
10-7-13
A
IN
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CA
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FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
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NOTLAD .G
A
UH
S
OJ
Sta. 40+00 to Sta. 40+28
in Ditch as Work Allows.
Place Matting for Erosion Control
D
Sta. 40+41 to Sta. 43+78
in Ditch as Work Allows.
Place Matting for Erosion Control
D D
Sta. 43+95 to Sta. 45+00
in Ditch as Work Allows.
Place Matting for Erosion Control
D
4
1+
0
0
4
2
+
0
0
4
3
+
0
0
4
4
+
0
0
EOP
EOP
EOP
EOP
EOP
EOP
EOP
15" RCP
15" CMP 15" RCP
15" RCP
WM
WM
WM
WM
WV
WVWV
SIGN
UP
UP
UP
UP
UP
UP UP
UP
UP
EOGE
O
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E
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E
O
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OG
E
O
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EOG
E
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FENCE
CTRL POINT
HOR/VERT
PT #9
HYD MON
PIN 9870531675
D.B. 2385, PG. 57
OF CHAPEL HILL INC.
ABUNDANT LIFE CENTER
PIN 9870532405
D.B. 5501, PG. 279
PROPERTIES LLC
BMS INVESTMENT
PIN 9870533332
D.B. 3586, PG. 1
DE MARY J. DE LIMA
JORGE L. DE LIMA
Z
I
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G
E
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A
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ROW
R
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O
W
ROW
ROW ROW ROW
ROW
ROW
ROW
EIP
EIP
EIP
EIP
EIP
EIP
ROGERS ROAD SR 1729
PIN 9870539867
D.B. 2609, PG. 2141
ORANGE COUNTY INC.
HABITAT FOR HUMANIITY
R
U
S
C
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DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD DRIVEWAY
SIDEWALK
5’ STD DRIVEWAY
RELOCATE
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RELOCATE
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RETAIN
RETAIN
RETAIN
SIDEWALK
5’ STD CONCRETE
RELOCATE
4
1+
0
0
4
2
+
0
0
4
3
+
0
0
4
4
+
0
0
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EOP
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15" CMP 15" RCP
15" RCP
WM
WM
WM
WM
WV
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SIGN
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UP
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UP
EOGE
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E
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E
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E
O
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EOG
E
O
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FENCE
CTRL POINT
HOR/VERT
PT #9
HYD MON
PIN 9870531675
D.B. 2385, PG. 57
OF CHAPEL HILL INC.
ABUNDANT LIFE CENTER
PIN 9870532405
D.B. 5501, PG. 279
PROPERTIES LLC
BMS INVESTMENT
PIN 9870533332
D.B. 3586, PG. 1
DE MARY J. DE LIMA
JORGE L. DE LIMA
Z
I
E
G
E
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A
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EIP
EIP
EIP
EIP
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ROGERS ROAD SR 1729
PIN 9870539867
D.B. 2609, PG. 2141
ORANGE COUNTY INC.
HABITAT FOR HUMANIITY
R
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8
4
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5
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5
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RETAIN
RETAIN
RETAIN RETAIN
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
M
A
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C
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L
I
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E
4
5
+
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M
A
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5
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10 20 40200
PLANS
10
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SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
E1.11
ROGERS13CDE111
10-7-13
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ
Sta. 45+00 to Sta. 50+00
in Ditch as Work Allows.
Place Matting for Erosion Control
D
D
4
6
+
0
0
4
7
+
0
0
4
8
+
0
0
4
9
+
0
0
C
FENCE
UP
UP
SIGN
WV
FH
WV
CABLE
EOP
EOP EOP
EOP
GUYWIRE
GUYWIRE
GUYWIRE
STRAIN POLE
CTRL POINT
HOR/VERT
PT #8
PIN 9870527705
P.B. 78, PG. 110
D.B. 3915, PG. 118
HOMEOWNERS ASSOCIATION
HIGHLANDS NORTH
PIN 9870533332
D.B. 3586, PG. 1
DE MARY J. DE LIMA
JORGE L. DE LIMA
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
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C
C
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C
C
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530
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550
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5
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551
551
551
5
5
2
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
RELOCATE
RELOCATE
RETAIN
ADJUST
RETAIN
RETAIN
RELOCATE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
RELOCATE
RELOCATE
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0
4
7
+
0
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UP
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WV
FH
WV
CABLE
EOP
EOP EOP
EOP
GUYWIRE
GUYWIRE
GUYWIRE
STRAIN POLE
CTRL POINT
HOR/VERT
PT #8
PIN 9870527705
P.B. 78, PG. 110
D.B. 3915, PG. 118
HOMEOWNERS ASSOCIATION
HIGHLANDS NORTH
PIN 9870533332
D.B. 3586, PG. 1
DE MARY J. DE LIMA
JORGE L. DE LIMA
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
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547
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549
549
549
549
549
549
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550
550
5
5
0 550
551
551
551
5
5
2
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
M
A
T
C
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LI
N
E

5
0
+
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0
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T
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10 20 40200
PLANS
10
/
7
/
2
0
13
R
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G
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S
1
3
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FINAL GRADE
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C
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N
T
R
O
L
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
CAM, WBH
1083-12003
C
A
R
R
B
O
R
O
,

N
C
SHEET NO.
REVISIONS:
C
E1.12
ROGERS13CDE112
10-7-13
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ
Sta. 50+00 to Sta. 52+00
in Ditch as Work Allows.
Place Matting for Erosion Control
D
Sta. 52+26 to Sta. 55+00
in Ditch as Work Allows.
Place Matting for Erosion Control
D D
T
EOP
EOP
EOP
E
OP EOP
EOP EOP
EOP
5
1+
0
0
5
2
+
0
0
5
3
+
0
0
5
4
+
0
0
SIGN
SIGN
SIGN
SSMH
SSMH
WV
WV
WVWV
24" RCP
UP
TELE
FH
FENCE
FENCEUP
INV=517.31’
INV=516.29’
CTRL POINT
HOR/VERT
PT #7
CTRL POINT
HOR/VERT
PT #6
PIN 9870527450
P.B. 61, PG. 126
D.B. 3675, PG. 192
HONG HE
LIN WANG
PIN 9870527215
P.B. 61, PG. 126
D.B. 5385, PG. 475
MICHELLE E. TARTALIO
DAVID M. BEFUMO
E
Z
E
K
IE
L

P
E
P
P
E
R
S
T
R
A
IL
PIN 9870527705
P.B. 78, PG. 110
D.B. 3915, PG. 118
HOMEOWNERS ASSOCIATION
HIGHLANDS NORTH
PIN 9870527185
P.B. 61, PG. 126
D.B. 3980, PG. 37
GWEN D. GAGE
JAMES R. GAGE
ROWROW
ROW
R
O
WR
O
W
ROW
ROW
ROW
ROW
ROW
ROW
R
O
W
R
O
W
EIP
S
R

2
2
1
3
T
A
L
L
Y
H
O

T
R
A
IL
PIN 9870528994
D.B. 1720, PG. 367
ORANGE COUNTY INC.
HABITAT FOR HUMANIITY
ROGERS ROAD SR 1729
508
509
509
5
0
9
510
5
10
510
511
5
11
5
1
1
512
5
1
2
512
512
513
5
13
513
513
514
5
14
5
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515
515
5
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515
515
516
516
5
1
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5
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5
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517
517
5
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517
517
518
518
518
518
518
518
5
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519
519
519
519
519
519
520
5
2
0
520
520
520
521
5
2
1
521
522
5
2
2
5
2
2
523
523
523
524
5
2
4
524
525
5
2
5
5
2
5
526
5
2
6
526
527
5
2
7
527
528
528
528
529
529DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE SIDEWALK
5’ STD CONCRETE
ADJUST RETAIN
RETAIN
RETAINRETAIN
RETAIN
RETAIN
RETAIN
RELOCATE
RETAIN
ADJUST
WCR
WCR
RETAIN
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5
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SIGN
SIGN
SIGN
SSMH
SSMH
WV
WV
WVWV
24" RCP
UP
TELE
FH
FENCE
FENCEUP
INV=517.31’
INV=516.29’
CTRL POINT
HOR/VERT
PT #7
CTRL POINT
HOR/VERT
PT #6
PIN 9870527450
P.B. 61, PG. 126
D.B. 3675, PG. 192
HONG HE
LIN WANG
PIN 9870527215
P.B. 61, PG. 126
D.B. 5385, PG. 475
MICHELLE E. TARTALIO
DAVID M. BEFUMO
E
Z
E
K
IE
L

P
E
P
P
E
R
S
T
R
A
I
L
PIN 9870527705
P.B. 78, PG. 110
D.B. 3915, PG. 118
HOMEOWNERS ASSOCIATION
HIGHLANDS NORTH
PIN 9870527185
P.B. 61, PG. 126
D.B. 3980, PG. 37
GWEN D. GAGE
JAMES R. GAGE
ROWROW
ROW
R
O
WR
OW
ROW
ROW
ROW
ROW
ROW
ROW
R
O
W
R
O
W
EIP
S
R

2
2
1
3
T
A
L
L
Y
H
O

T
R
A
IL
PIN 9870528994
D.B. 1720, PG. 367
ORANGE COUNTY INC.
HABITAT FOR HUMANIITY
ROGERS ROAD SR 1729
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528
528
529
529
RETAIN
18
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P-
III
15
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P
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18
19
21
20
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
M
A
T
C
H
LI
N
E

5
5
+
0
0
M
A
T
C
H
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N
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6
0
+
0
0
10 20 40200
PLANS

10
/
7
/
2
0
13
R
O
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R
S
1
3
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1
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5
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0
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FINAL GRADE
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P
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9
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9
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8
5
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S

D
R
A
W
I
N
G

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

S
D
G

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S

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O
T

P
E
R
M
I
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T
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D
.
I
N
C
OMP
L
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T
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P
L
A
N
S
DO
N
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U
SE

F
OR

R
/
W
A
CQU
I
SI
T
I
ON
DO
N
OT

U
SE

F
OR

CON
ST
R
U
CT
I
ON
P
R
E
L
I
MI
N
A
R
Y

P
L
A
N
S
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
E1.13
E
R
O
S
I
O
N

C
O
N
T
R
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L
ROGERS13CDE113
R
O
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R
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R
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A
D

S
I
D
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W
A
LK
C
A
R
R
B
O
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O
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N
C
10-7-13
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ
Sta. 55+00 to Sta. 58+50
in Ditch as Work Allows.
Place Matting for Erosion Control
D D
5
6
+
0
0
5
7
+
0
0
5
8
+
0
0
5
9
+
0
0
EOP
EOP
EOP
EOP
FENCE FENCE FENCE
UP
UPUP
CTRL POINT
HOR/VERT
PT #5
PIN 9870527185
P.B. 61, PG. 126
D.B. 3980, PG. 37
GWEN D. GAGE
JAMES R. GAGE
PIN 9870527071
P.B. 61, PG. 126
D.B. 2671, PG. 286
MARY M. MATEER
JEFFERY R. MATEER
PIN 9870518941
P.B. 55, PG. 88
D.B. 1088, PG. 342
ANNE B. JUSTICE
SCOTT E. JUSTICE PIN 9870527185
P.B. 61, PG. 126
D.B. 3980, PG. 37
GWEN D. GAGE
JAMES R. GAGE
ROW
ROW
ROWROWROW
ROW
EIP
ROGERS ROAD SR 1729
FFFFFFFFFFFFFFFF
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F
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C
C
C C C
496
496
496
497
497
497
498
498
498
498
499
499
499
499
499
500
500
500
500 500
500
501
5
0
1
501
501
501
501
502
502
5
0
2
502
502
502
502
503
503
503
503
503
503
503
504
5
0
4
504
5
0
4
504
504
505
505
5
0
5
505
505 505
506
506
5
0
6
5
0
6
507
507
507
508
508
508
509
510
511
512
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
SIDEWALK
5’ STD CONCRETE
RETAIN
RETAIN RETAIN
RETAINRETAIN
5
6
+
0
0
5
7
+
0
0
5
8
+
0
0
5
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+
0
0
EOP
EOP
EOP
EOP
FENCE
FENCE FENCE
UP
UPUP
CTRL POINT
HOR/VERT
PT #5
PIN 9870527185
P.B. 61, PG. 126
D.B. 3980, PG. 37
GWEN D. GAGE
JAMES R. GAGE
PIN 9870527071
P.B. 61, PG. 126
D.B. 2671, PG. 286
MARY M. MATEER
JEFFERY R. MATEER
PIN 9870518941
P.B. 55, PG. 88
D.B. 1088, PG. 342
ANNE B. JUSTICE
SCOTT E. JUSTICE PIN 9870527185
P.B. 61, PG. 126
D.B. 3980, PG. 37
GWEN D. GAGE
JAMES R. GAGE
ROW
ROW
ROWROWROW
ROW
EIP
ROGERS ROAD SR 1729
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501
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501
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501
501
502
502
5
0
2
502
502
502
502
503
503
503
503
503
503
503
504
5
0
4
504
5
0
4
504
504
505
505
5
0
5
505
505 505
506
506
5
0
6
5
0
6
507
507
507
508
508
508
509
510
511
512
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 63+75 TO STA. 64+75 -L- RT
FROM STA. 58+50 TO STA. 62+50 -L- RT
DETAIL 2
B=3 Ft.
Max. d=1.0 Ft.
Min. D=1.5 Ft.
*When B is < 6.0’
Type of Liner= PSRM
Ground
Natural
Ground
Natural
SEE DETAIL #2
W/ PRSM
3’ BASE DITCH
M
A
T
C
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LI
N
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6
0
+
0
0
M
A
T
C
H
LI
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E

6
5
+
0
0

10 20 40200
PLANS
10
/
7
/
2
0
13
R
O
G
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R
S
1
3
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CLEARING AND GRUBBING
FINAL GRADE
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C
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T
R
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L
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
E1.14
ROGERS13CDE114
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ
10-7-13
EOP
EOP
EOP
E
O
P
E
O
P
EOP
EOP
UP
UP
SAT
SIGN
SIGN
SIGN
6
1+
0
0
6
2
+
0
0
6
3
+
0
0
6
4
+
0
0
WV
WVWV
WV
SIGN
INV=484.99’INV=483.70’
INV=483.50’
INV=485.43’24" RCP
24" RCP
CTRL POINT
HOR/VERT
PT #4
PIN 9870518850
P.B. 55, PG. 88
D.B. 3779, PG. 476
CHRISTEN E. HOLLY
JOHN D. HOLLY
PIN 9870519636
P.B. 55, PG. 88
D.B. 4194, PG. 242
DEBORAH B. ADLER
MICHAEL BENTLEY ADLER
PIN 9870519466
P.B. 55, PG. 87
D.B. 5144, PG. 206
JUBINA BREGU
ERMAL BREGU
PIN 9870518941
P.B. 55, PG. 88
D.B. 1088, PG. 342
ANNE B. JUSTICE
SCOTT E. JUSTICE
ROW
ROW
R
O
W
ROW
ROW
R
O
WR
O
W
R
O
W
ROW
ROW
ROWROWROWROW
ROW
EIP
EIP
EIP
ROGERS ROAD SR 1729
(
O
R
A
N
G
E

C
T
Y
)
S
Y
L
V
A
N

W
A
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S
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2
2
5
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C
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M
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482
483
483
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4
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484
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485
485
485
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4
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491
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4
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4
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494
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495
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495
495
495
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4
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5
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4
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4
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8
498
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499 499
4
9
9
499
500
500
5
0
0501
501
5
0
1
502
502
502
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
EOP
EOP
EOP
E
O
P
E
O
P
EOP
EOP
UP
UP
SAT
SIGN
SIGN
SIGN
6
1+
0
0
6
2
+
0
0
6
3
+
0
0
6
4
+
0
0
WV
WVWV
WV
SIGN
INV=484.99’INV=483.70’
INV=483.50’
INV=485.43’24" RCP
24" RCP
CTRL POINT
HOR/VERT
PT #4
PIN 9870518850
P.B. 55, PG. 88
D.B. 3779, PG. 476
CHRISTEN E. HOLLY
JOHN D. HOLLY
PIN 9870519636
P.B. 55, PG. 88
D.B. 4194, PG. 242
DEBORAH B. ADLER
MICHAEL BENTLEY ADLER
PIN 9870519466
P.B. 55, PG. 87
D.B. 5144, PG. 206
JUBINA BREGU
ERMAL BREGU
PIN 9870518941
P.B. 55, PG. 88
D.B. 1088, PG. 342
ANNE B. JUSTICE
SCOTT E. JUSTICE
ROW
ROW
R
O
W
ROW
ROW
R
O
WR
O
W
R
O
W
ROW
ROW
ROWROWROWROW
ROW
EIP
EIP
EIP
ROGERS ROAD SR 1729
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C
T
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)
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5’ STD CONCRETE
ADJUST
RETAIN
RETAIN
RETAIN
RELOCATE
WCR
WCR
SIDEWALK
5’ STD CONCRETE STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
CURB AND GUTTER
2’-6" CONCRETE
CURB AND GUTTER
END 2’-6" CONCRETE
R=33.5’
BACK OF CURB
CROSSWALK
STOP BAR
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
22
24
23
RETAIN
RETAIN18" RCP-III 15" RCP-III
24" RCP-III
24" RCP-III
26
25
EXTEND
COLLAR AND
G
RAD
E
TO

D
RA
IN
28
27
EST 30 SY GFD
EST 14 TONS
CL ’1’ RIP RAP
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 63+75 TO STA. 64+75 -L- RT
FROM STA. 58+50 TO STA. 62+50 -L- RT
DETAIL 2
B=3 Ft.
Max. d=1.0 Ft.
Min. D=1.5 Ft.
*When B is < 6.0’
Type of Liner= PSRM
Ground
Natural
Ground
Natural
SEE DETAIL #2
W/ PSRM
3’ BASE DITCHSEE DETAIL #2
W/ PSRM
3’ BASE DITCH
SEE DETAIL #2
W/ PSRM
3’ BASE DITCH
(2
)
2
4
"
R
C
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C
C
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C
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6
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10 20 40200
PLANS
10
/
7
/
2
0
13
R
O
G
E
R
S
1
3
C
D
E
1
1
5
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CLEARING AND GRUBBING
FINAL GRADE
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W
A
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I
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N

C
O
N
T
R
O
L
SHEET NO.
REVISIONS:
REVIEWED BY:
JRH
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :
C
CAM, WBH
1083-12003
E1.15
ROGERS13CDE115
10-7-13
A
IN
HT
O R L
R
O
CA
R
O
FESSI
O
N
26971
G
E
N
REINE
SEALP
N
A
L
NOTLAD .G
A
UH
S
OJ
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
T
C
S
E
O
P
EOPEOP
EOP
5
4
"

C
M
P
5
4
"

C
M
P
36" RCP
SIGN
TPED
CABLE
UP
SSMH
SSMH
SDMH
6
6
+
0
0
6
7
+
0
0
6
8
+
0
0
FO BOX
CTRL POINT
HOR/VERT
PT #3
CTRL POINT
HOR/VERT
PT #2
15" RCP
PIN 9870516306
P.B. 55, PG. 87
D.B. 5256, PG. 185
ANDREA C. TANNER
DAVID G. TANNER
PIN 9870519288
P.B. 55, PG. 87
D.B. 946, PG. 181
DONNA H. HAMILTON
MICHAEL ANTHONY HAMILTON
PIN 9870508940
P.B. 55, PG. 87
D.B. 868, PG. 1492
HOMEOWNERS ASSOCIATION INC.
HIGHLANDS PHASE V
C
E
N
T
E
R
LI
N
E
H
O
M
E
S
T
E
A
D
R
O
A
D
S
R
1
1
7
7
R
O
W
R
O
W
R
OW
ROW
ROW
ROW
ROW
ROW
ROW
ROGERS ROAD SR 1729
473
474
4
7
4
4
7
4
474
4
7
4
4
7
4
475
4
7
5
475
475
4
7
5
4
7
5
4
7
6
476
476
4
7
6
4
7
6
477
477477
4
7
7
477
477
477
4
7
7
478
478
478
478478
478
478
479
479479
479
479
4
7
9
479
4
8
0
480
480
480
480
480
4
8
0
4
8
0
4
8
1
481
481
481
481
4
8
1
4
8
1
4
8
1
4
8
1
482
482
482
4
8
2
4
8
2
483
4
8
3
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
T
C
S
E
O
P
EOPEOP
EOP
5
4
"

C
M
P
5
4
"

C
M
P
36" RCP
SIGN
TPED
CABLE
UP
SSMH
SSMH
SDMH
6
6
+
0
0
6
7
+
0
0
6
8
+
0
0
FO BOX
CTRL POINT
HOR/VERT
PT #3
CTRL POINT
HOR/VERT
PT #2
15" RCP
PIN 9870516306
P.B. 55, PG. 87
D.B. 5256, PG. 185
ANDREA C. TANNER
DAVID G. TANNER
PIN 9870519288
P.B. 55, PG. 87
D.B. 946, PG. 181
DONNA H. HAMILTON
MICHAEL ANTHONY HAMILTON
PIN 9870508940
P.B. 55, PG. 87
D.B. 868, PG. 1492
HOMEOWNERS ASSOCIATION INC.
HIGHLANDS PHASE V
C
E
N
T
E
R
LI
N
E
H
O
M
E
S
T
E
A
D
R
O
A
D
S
R
1
1
7
7
R
O
W
R
O
W
R
OW
ROW
ROW
ROW
ROW
ROW
ROW
ROGERS ROAD SR 1729
F
F
F
F
F
F
F
F
F
F
F F
F
F
FF
473
474
4
7
4
4
7
4
474
4
7
4
4
7
4
475
4
7
5
475
475
4
7
5
4
7
5
4
7
6
476
476
4
7
6
4
7
6
477
477477
4
7
7
477
477
477
4
7
7
478
478
478
478478
478
478
479
479479
479
479
4
7
9
479
4
8
0
480
480
480
480
480
4
8
0
4
8
0
4
8
1
481
481
481
481
4
8
1
4
8
1
4
8
1
4
8
1
482
482
482
4
8
2
4
8
2
483
4
8
3
SIDEWALK
5’ STD CONCRETE
CURB AND GUTTER
2’-6" CONCRETE
SIDEWALK
5’ STD CONCRETE
CONCRETE SIDEWALK
TIE TO EXTG
ADJUST
ADJUST
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
STRIP
1’-6" UTILITY
RELOCATE
AND GUTTER
TRANSITION TO EXISTING CURB
AS REQUIRED FOR SMALL
AND GUTTERREMOVE EXTG CURB
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
C
ENDWALL
RETAIN
RETAIN
29
30
CB
EST 5 SY GFD
EST 1 TON
CL ’B’ RIP RAP
15" RCP-III
31
32
W/ SLEEVE GASKETS
AND EXTEND
2@54" CSP BAND
F
F
F
F
F
F
F
F
F
F
F F
F
F
FF