20180839 Ver 1_R-5014 Individual CAMA Dare_20180619

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H. TROGDON, III
GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
ENVIRONMENT ANALYSIS UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Location:
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610
June 19, 2018
U. S. Army Corps of Engineers N.C. Division of Coastal Management
2407 West 5th Street 401 South Griffin Street, Suite 300
Washington, North Carolina 27889 Elizabeth City, NC 27909
Attention: Mr. Kyle Barnes Attention:
NCDOT Coordinator
Mr. Greg Daisey
NCDOT Coordinator
Subject: Application for Section 404 Individual Permit, Section 401 Water Quality Certification
and CAMA Major Development Permit for the proposed widening along SR 1217
(Colington Road) from dead end to US 158 (Croatan Highway), Dare County.
TIP No. R-5014. Debit $475 from WBS 41162.1.1
Dear Sirs:
The North Carolina Department of Transportation (NCDOT) proposes to construct two bike lanes along SR
1217 (Colington Road) from the dead end to US 158 (Croatan Highway) in Dare County, NC. This project
will also address safety issues along the route and raise the grade in areas that suffer from flooding during
storm events and high wind driven tides.
The purpose of this letter is to request approval for a Section 404 Individual Permit, Section 401 Water Quality
Certification, and CAMA Major Development Permit. In addition to this cover letter, this application package
includes the following for R-5014: ENG Form 4345, stormwater management plan, permit drawings, utility
permit drawings, roadway plans, NC Division of Mitigation Services (DMS) acceptance letter, and 4B/4C
merger meeting minutes.
Purpose and Need
The purpose of the proposed project is to reduce roadway flooding and improve the operation and safety of
SR 1217 (Colington Road).
Summary of Impacts
Waters of the U.S.: Proposed permanent impacts to jurisdictional areas total 0.83 acre of permanent wetland
impacts, 4 linear feet of permanent stream impact and 0.08 acre of permanent surface water impact.
Summary of Mitigation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible.
The proposed construction of R-5014 will result in unavoidable impacts to 0.65 acre of riparian wetlands,

0.02 acres of non-riparian wetlands and 0.16 acres of coastal wetlands that will require mitigation. The
Department has acquired the compensatory mitigation for these unavoidable impacts from the North Carolina
Department of Environmental Quality (NCDEQ)-Division of Mitigation Services (DMS).

Project Schedule

Currently, R-5014 has a review date of January 29, 2019 and is scheduled to let March 19, 2019.

NEPA Document Status

The Categorical Exclusion (CE) was approved in November 2015. This document is available at
https://xfer.services.ncdot.gov/pdea/EnvironmentalDocs/Documents/.

Resource Status

The project is located in Pasquotank River Basin and lies within Hydrologic Unit 03010205. This is within
the Outer Coastal Plain physiographic region.

A jurisdictional wetland and stream verification was conducted on August 28, 2012 . An approved
jurisdictional determination (SAW-2015-00970) was issued on June 5, 2015.

Impacts to Jurisdictional Resources

Wetlands

Impacts to jurisdictional wetlands are summarized below in Table 1.

Table 1. R-5014 Wetland Impacts
Permit Drawing Site Number
CE Map Label Type Permanent Impacts (ac.) Temporary Impacts (ac.)
1 WA Riparian 0.04 0
2 WB Coastal <0.01 0
3 WC Non-riparian <0.01 0
4 WD Riparian 0.22 0
5 WE Riparian 0.28 0
6 WG Non-riparian 0.02 0
7 WL Riparian 0.04 0
8 WM Coastal 0.07 0
9 WO Riparian <0.01 0

Permit Drawing Site Number
CE Map Label Type Permanent Impacts (ac.) Temporary Impacts (ac.)
11 WP Coastal <0.01 0
12 WQ Coastal <0.01 0
13 WR Non-riparian <0.01 0
14 WS Coastal <0.01 0
15 WT Coastal <0.01 0
16 WW Coastal 0.02 0
17 WV
Coastal <0.01
0
Riparian <0.01
18 WW Coastal 0.07 0
19 WY Riparian 0.05 0
20 WX Riparian <0.01 0
21 WZ Non-riparian <0.01 0
Total: 0.83 0

Wetland Impacts: Proposed permanent impacts for R-5014 include 0.83 acre of fill, <0.01 acre of excavation
in wetlands. Of the total impact, 0.16 acre of fill and <0.01 acre of excavation will occur to coastal wetlands,
There will be 0.02 acre of fill in non-riparian wetlands. There will be 0.33 acre of hand clearing.

Utility Wetland Impacts: There will be less than <0.01 acre of permanent impacts to coastal wetlands due to
overhead power pole installations. Please see attached utility permit drawings.

Streams

Permanent Stream Impacts: Proposed permanent impacts to jurisdictional streams due for R-5014 totals 4
linear feet. This impact occurs at Site 2 due to the extension of an existing culvert.

Open Water

Permanent Open Water Impacts: Proposed permanent impacts to open water due to roadway fill for R-5014
totals 0.08 acre.

Protected Species

The United States Fish and Wildlife Service (USFWS) lists twelve species, and the National Marine Fisheries
Service (NMFS) lists seven species that are federally protected in Dare County as of March 26, 2018 (Table
2).

Table 2. Federally protected species listed for Dare County
Scientific Name Common Name Federal
Status
Habitat
Present
Biological
Conclusion
Alligator
mississippiensis American alligator TSA Yes Not Required
Chelonia mydas Green sea turtle T No No Effect
Eretmochelys
imbricate Hawksbill sea turtle E No No Effect
Lepidochelys kempii Kemp’s ridley sea turtle E No No Effect
Dermochelys coriacea Leatherback sea turtle E No No Effect
Caretta caretta Loggerhead sea turtle T No No Effect
Trichechus manatus West Indian manatee E No No Effect
Calidris canutus rufa Red knot T No No Effect
Sterna dougallii
dougallii Roseate tern T No No Effect
Picoides borealis Red-cockaded woodpecker E No No Effect
Canis rufus Red wolf EXP No No Effect
Acipenser oxyrinchus
oxyrinchus Atlantic sturgeon E No No Effect
Acipenser
brevirostrum Shortnose sturgeon E No No Effect
Amaranthus pumilus Seabeach amaranth T No No Effect

Northern long-eared bat

The USFWS has developed a programmatic biological opinion (PBO) in conjunction with the Federal
Highway Administration (FHWA), the US Army Corps of Engineers (USACE), and NCDOT for the northern
long-eared bat (NLEB) in eastern North Carolina. The PBO covers the entire NCDOT program in Divisions
1-8, including all NCDOT projects and activities. The programmatic determination for NLEB for the
NCDOT program is "May Affect, Likely to Adversely Affect." The PBO provides incidental take coverage
for NLEB and will ensure compliance with Section 7 of the Endangered Species Act for five years for all
NCDOT projects with a federal nexus in Divisions 1-8, which includes Dare County, where R-5014 is located.

Bald and Golden Eagle Protection Act (BGPA)

A desktop-GIS assessment of the study area, as well as the area within a 660 feet radius of the project limits,
was performed on August 15, 2012 using 2010 aerial orthophotography. Blount Bay and Colington Creek
were identified as water bodies large enough and sufficiently open to be considered potential feeding sources.
A survey of the study area and the area within 660 feet of the project limits was conducted, on May 11, 2018,
and no nests or birds were observed. A review of NCNHP records on May 8, 2018, indicated a known
occurrence of the species within one mile of the project study area. However, due to no birds or nests observed
within 660 feet of the project limits and the minimal impact anticipated for the proposed project, it has been
determined this project will not likely affect his species.

Moratoria

An in-water construction moratorium will be implemented from April 1 to September 30 in order to protect
SAV and juvenile fish.

Cultural Resources

As noted in the CE, the Wright Brothers National Memorial is listed on the National Register as a National
Historic Landmark. From coordination with the National Park Service, the section of the project within the
Memorial property will only be resurfaced. Existing travel lanes and shoulders will be maintained, therefore
the proposed improvements will remain within the existing right -of-way and there will be no direct impacts
to the Memorial property. A concurrence form of No Effect was issued by the State Historic Preservation
Office (HPO) on October 20, 2015.

HPO reviewed the project in 2011 and determined no archaeological investigations were needed.

FEMA Compliance

The project has been coordinated with appropriate state and local officials and the Federal Emergency
Management Agency (FEMA) to assure compliance with FEMA, state, and local floodway regulations.

Mitigation Options

The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and
minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable
jurisdictional impacts. Avoidance measures were taken during planning and NEPA compliance stages;
minimization measures were incorporated as part of the project design.

Avoidance and Minimization

All jurisdictional features were delineated, field verified and surveyed within the corridor for
R-5014. Using these features, preliminary designs were adjusted to avoid and/or minimize impacts to
jurisdictional areas. NCDOT employs many strategies to avoid and minimize impacts to jurisdictional areas
in all of its designs. Many of these strategies have been incorporated into BMP documents that have been
reviewed and approved by the resource agencies and which will be followed throughout construction. All
wetland areas not affected by the project will be protected from unnecessary encroachment. Individual
avoidance and minimization items are as follows:

 No staging of construction equipment or storage of construction supplies will be allowed in wetlands or
near surface waters.
 Water resources north of Colington Road have a classification of HQW, therefore Design Standards in
Sensitive Watersheds will be implemented throughout the project.
 NCDOT and its contractors will not excavate, fill, or perform land clearing activities within Waters of
the U.S. or any areas under the jurisdiction of the United States Army Corps of Engineers (USACE),
except as authorized by the USACE. To ensure that all borrow and waste activities occur on high ground,
except as authorized by permit, the NCDOT shall require its contractors to identify all areas to be used to
borrow material, or to dispose of dredged, fill or waste material. Documentation of the location and
characteristics of all borrow and disposal sites associated with the project will be available to the USACE
on request.
 All of the proposed drainage has been designed to have as little environmental and surface water impacts
as possible.

 Roadway fill slopes have been designed to be 3:1 in jurisdictional areas except for in the SAV areas where
2:1 slopes with rock plating have been utilized to minimize impacts.
 Ditch side slopes have been designed to be 3:1 and where possible ditches have been designed to meet
grass swale criteria.
 Existing parking area at the Colington Cut mitigation site will be maintained.
 An in-water work moratorium from April 1 to September 30 will be adhered to.

Compensation

The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible as
described above. The unavoidable impacts to wetlands will be offset by compensatory mitigation provided
by the DMS. No mitigation is proposed for the minimal stream impacts. An acceptance letter from DMS is
attached.

Indirect and Cumulative Effects

Due to the minimal transportation impact resulting from this project, the addition of bicycle lanes will neither
influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study is
not necessary.

Essential Fish Habitat

The NMFS has identified Blount Bay and Colington Creek as Essential Fish Habitat (EFH). The proposed
project will not require the replacement of the two existing structures along the route. Due to the minimal
impact to surface waters and SAV, as well as the implementation of the in-water work moratorium, impacts
may have small localized impacts, but are likely to result in a negligible net effect on available EFH.

Regulatory Approvals

Section 404: Application is hereby made for a USACE Individual 404 Permit as required for the above-
described activities.

Section 401: We are requesting a Section 401 Water Quality Certification from NCDWR. We are providing
this application to NCDEQ, for their approval. Please coordinate with the NC Division of Coastal
Management for the joint permit application fee.

CAMA: NCDOT requests that the proposed work be authorized under a Coastal Area Management Act Major
Permit. Adjacent riparian landowner certified mail return receipts will be provide once they are received.
Authorization to debit the $475 Permit Application Fee from WBS 41162.1.1 is hereby given.

A copy of this permit application and its distribution list will be posted on the NCDOT website at:
https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx.

252-808-2808 :: 1 -888-4RCOAST :: www.nccoastalmanagement.net
DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Department Of Transportation
Project Name (if applicable)
R-5014
Applicant 1: First Name
Philip
MI
S
Last Name
Harris
Applicant 2: First Name
NA
MI
NA
Last Name
NA
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
Environmental Analysis Unit 1598 Mail Service Center
PO Box City
Raleigh
State
NC
ZIP
27610
Country
USA
Phone No.
919 - 707 - 6111 ext.
FAX No.
- -
Street Address (if different from above)
EAU - Century Center B, 1020 Birch Ridge Drive
City
Raleigh
State
NC
ZIP
27610-
Email
[e-mail]
2. Agent/Contractor Information
Business Name
NA
Agent/ Contractor 1: First Name
NA
MI Last Name
Agent/ Contractor 2: First Name
NA
MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1
- - ext.
Phone No. 2
- - ext.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
-
Email
<Form continues on back>
Form DCM MP-1 (Page 2 of 5) APPLICATION for
Major Development Permit
252-808-2808 :: 1 -888-4RCOAST :: www.nccoastalmanagement.net
3. Project Location
County (can be multiple)
Dare
Street Address
Multiple
State Rd. #
SR-1217
Subdivision Name
Colington
City
Kill Devil Hills
State
NC
Zip
27948 -
Phone No.
- - ext.
Lot No.(s) (if many, attach additional page with list)
, , , ,
a. In which NC river basin is the project located?
Pasquotank
b. Name of body of water nearest to proposed project
Colington Creek
c. Is the water body identified in (b) above, natural or manmade?
Natural Manmade Unknown
d. Name the closest major water body to the proposed project site.
Albermarle Sound
e. Is proposed work within city limits or planning jurisdiction?
Yes No
f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.
Kill Devil Hills, NC
4. Site Description
a. Total length of shoreline on the tract (ft.)
3,337 linear feet
b. Size of entire tract (sq.ft.)
147 ac
c. Size of individual lot(s)
N/A, , ,
(If many lot sizes, please attach additional page with a list)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
5.0'-10.0' NHW or NWL
e. Vegetation on tract
Grass, marsh grass, pines
f. Man-made features and uses now on tract
Structural residential homes and commercial buildings
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential with some commercial development
h. How does local government zone the tract?
N/A
i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
Yes No NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal?Yes No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy.
If yes, by whom?
Yes No NA
l. Is the proposed project located in a National Registered Historic District or does it involve a
National Register listed or eligible property?
Yes No NA
<Form continues on next page>
Form DCM MP-1 (Page 3 of 5) APPLICATION for
Major Development Permit
252-808-2808 :: 1 -888-4RCOAST :: www.nccoastalmanagement.net
m. (i) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
Yes No
Yes No
Yes No
n. Describe existing wastewater treatment facilities.
NA
o. Describe existing drinking water supply source.
NA
p. Describe existing storm water management or treatment systems.
grass lined ditches and swales
5. Activities and Impacts
a. Will the project be for commercial, public, or private use?Commercial Public/Government
Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed project will widen SR 1217 (Colington Rd) from dead end to US 158 Croatan Highway in Kill Devil Hills. This
project will add two 7' bike lanes to address safety issues along this route. This project will also raise the grade in areas
along the route that suffer from flooding during storm events and high wind driven tides. This will improve the safety of the
road for the traveling public and emergency officials. The increase in road grade elevation has been minimized as much as
practicable while attempting to improve the road navigability during flooding events. Roadway fill slopes have been designed
to be 3:1 in jurisdictional areas except for in the subaquatic vegetation (SAV) areas where 2:1 slopes with rock plating have
been utilized to minimize impacts. Ditch side slopes have also been designed to be 3:1 and where possible ditches have
been designed to meet swale criteria. Utilities along the corridor will be relocated with minimal impact to CAMA AECs.
c.Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Cranes, sheet pile driving equipment, grading equipment, bull dozers, and large trucks
d. List all development activities you propose.
Grading, paving, clearing, ditch work, excavation and fill associated with the roadway widening.
e. Are the proposed activities maintenance of an existing project, new work, or both?New Work
f. What is the approximate total disturbed land area resulting from the proposed project?18.9 Sq.Ft or Acres
g. Will the proposed project encroach on any public easement, public accessway or other area
that the public has established use of?
Yes No NA
h.Describe location and type of existing and proposed discharges to waters of the state.
Existing discharges are made through roadway ditches and pipes along the project.
i. Will wastewater or stormwater be discharged into a wetland?
If yes, will this discharged water be of the same salinity as the receiving water?
Yes No NA
Yes No NA
j. Is there any mitigation proposed?
If yes, attach a mitigation proposal.
Yes No NA

252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)

Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.

Access
Channel
(NLW or
NWL)
Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater
Other
(excluding
shoreline
stabilization)
Length
Width
Avg. Existing
Depth NA NA
Final Project
Depth NA NA

1. EXCAVATION This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
N/A

b. Type of material to be excavated.
soil

c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
CW 7.4 SAV SB
WL None
(ii) Describe the purpose of the excavation in these areas:
Excavation due to roadway construction.

d. High-ground excavation in cubic yards.
N/A

2. DISPOSAL OF EXCAVATED MATERIAL This section not applicable
a. Location of disposal area.
Proposed road bed

b. Dimensions of disposal area.
42 ft x 20,000 ft (Proposed road bed)

c. (i) Do you claim title to disposal area?
Yes No NA
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
Yes No NA
(ii) If yes, where?

e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
CW SAV SB
WL None
(ii) Describe the purpose of disposal in these areas:
N/A

f. (i) Does the disposal include any area in the water?
Yes No NA
(ii) If yes, how much water area is affected?

252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 10/26/06
Form DCM MP-5
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES This section not applicable
a.Is the proposed bridge:
Commercial Public/Government Private/Community
b.Water body to be crossed by bridge:
c.Type of bridge (construction material):d.Water depth at the proposed crossing at NLW or NWL:
e.(i) Will proposed bridge replace an existing bridge?Yes No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f.(i) Will proposed bridge replace an existing culvert?Yes No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g.Length of proposed bridge:h.Width of proposed bridge:
i.Will the proposed bridge affect existing water flow?Yes No
If yes, explain:
j.Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening?Yes No
If yes, explain:
k.Navigation clearance underneath proposed bridge:l.Have you contacted the U.S. Coast Guard concerning their
approval? Yes No
If yes, explain:
m.Will the proposed bridge cross wetlands containing no navigable
waters? Yes No
If yes, explain:
n.Height of proposed bridge above wetlands:
2. CULVERTS This section not applicable
a.Number of culverts proposed: 3 culvert extensions sites b.Water body in which the culvert is to be placed:
Tributaries to Colington Creek and Blounts Bay
< Form continues on back>
Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 10/26/06
c. Type of culvert (construction material):
Corugated Aluminum Pipe

d. (i) Will proposed culvert replace an existing bridge?
Yes No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)

e. (i) Will proposed culvert replace an existing culvert?
Yes No
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)

f. Length of proposed culvert: 27 LF of 36" pipe, 25 LF of 48"
pipe and 24 LF of 24" pipe
g. Width of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.

i. Depth of culvert to be buried below existing bottom contour.
0.0'
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? Yes No
If yes, explain:

k. Will the proposed culvert affect existing water flow?
Yes No
If yes, explain:

3. EXCAVATION and FILL This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? Yes No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
CW SAV SB
WL None

(ii) Describe the purpose of the excavation in these areas:

c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? Yes No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:

Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 10/26/06
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: N/A

(ii) Dimensions of the spoil disposal area:
(iii) Do you claim title to the disposal area? Yes No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? Yes No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
CW SAV WL SB None
If any boxes are checked, give dimensions if different from (ii) above.

(vi) Does the disposal area include any area below the NHW or NWL? ? Yes No
If yes, give dimensions if different from (ii) above.

e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? Yes No
If yes,
(ii) Avg. length of area to be filled: 25 LF
(iii) Avg. width of area to be filled: 10 LF
(iv) Purpose of fill: To install culvert extensions

f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
CW 38 SAV SB
WL None
(ii) Describe the purpose of the excavation in these areas:

g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? Yes No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:

4. GENERAL
a. Will the proposed project require the relocation of any existing
utility lines? Yes No
If yes, explain: Overhead utility lines for power, CATV will
be relocated resulting in 0.19 ac. of hand clearing and
<0.01 ac. of fill. A 12-inch water main will be relocated
resulting in no impact to coastal wetlands.

If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
b. Will the proposed project require the construction of any temporary
detour structures? Yes No
If yes, explain:

< Form continues on back>
North Carolina Department of Cultural Resources
State Historic Preservation Office
Claudia Brown, Acting Administrator
Beverly Eaves Perdue, Governor Office of Archives and History
Linda A. Carlisle, Secretary Division of Historical Resources
Jeffrey J. Crow, Deputy Secretary David Brook, Director
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599
April 27, 2011
MEMORANDUM
TO: Greg Thorpe, Ph.D., Director
Project Development and Environmental Analysis Branch
NCDOT Division of Highways
FROM: Claudia Brown
SUBJECT: Improvements to SR 1217 (Colington Road), R-5014, Dare County, ER 11-0555
Thank you for your memorandum of March 31, 2011, concerning the above project.
There are no known archaeological sites within the proposed project area. Based on our knowledge of the
area, it is unlikely that any archaeological resources that may be eligible for inclusion in the National Register of
Historic Places will be affected by the project. We, therefore, recommend that no archaeological investigation
be conducted in connection with this project.
We are unable to comment on the potential effect of this project on cultural architectural or historic resources
until we receive further information. Please forward more information on the proposed improvements and
maps showing any proposed right-of-way takings.
Please note, the eastern most portion of Colington Road is located within or adjacent to the Wright Brothers
National Memorial (WBNM), which is listed in the National Register of Historic Places. The WBNM Visitors’
Center, located approximately 0.6 miles north of Colington Road, is a National Historical Landmark.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation’s Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill-Earley, environmental review coordinator, at 919-807-6579. In all future
communication concerning this project, please cite the above-referenced tracking number.
cc: Doug Stover, National Park Service, [e-mail]
State Clearinghouse
A-12
Federal Aid# TIP# R-5014 County: Dare
CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR
THE NATIONAL REGISTER OF HISTORIC PLACES
Project Description:
On October 16, 2012, representatives of the
1:8] North Carolina Department of Transportation (NCDOT)
D Federal Highway Administration (FHWA)
1:8] N01th Carolina State Historic Preservation Office (HPO)
D Other
Reviewed the subject project at historic architectural resources photograph review session/consultation and
All parties present agreed
D
D
D
D
There are no properties over fifty years old within the project's Area of Potential Effects (APE).
There are no properties less than fifty years old which are considered to meet Criteria Consideration G within the
project's APE.
There are properties over fifty years old within the project's APE, but based on the historical information available
and the photographs of each property, the properties identified as 2_-3 3' are considered not eligible for
the National Register and no further evaluation of them is necessary . Photographs of these properties are attached.
There are no National Register-listed or Study Listed properties within the project's APE .
All prope1ties greater than 50 years of age located in the APE have been considered at this consultation, and based
upon the above concunence, all compliance for historic architecture with Section 106 of the National Historic
Preservation Act and GS 121-12(a) has been completed for this project.
More information is requested on properties _.....1=------· Wr:Orr ~CL>\~6 ~ Nc~ .. ~ Jv\UV)o r\oJ (N~L-)
Representative, NCDOT
FHW A, for the Division Administrator, or other Federal Agency Date
Representative, HPO Date
State Historic Preservation Officer Date
If a survey report is prepared, a final copy of thi s form and th e attached list will be included .
A-13
Wright Brothers National Memorial (NHL) Boundaries. Colington Road runs through the boundary. Colington Rd A-14
A-15
A-16
A-17
(Version 2.07; Released October 2016)
41162.1.1 TIP No.:R-5014 County(ies):Dare Page 1 of 2
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future:Year:2038 Existing:Year:
Aquatic T&E Species?Comments:
No N/A
N/A
Wetlands within Project Limits?
HQW (S. of Colington Rd)
SSNA
Supplemental Classification:
Residential
Colington Creek 03-01-56
14.3
4.2 miles
Project Description
Proposed Project
PasquotankRiver Basin(s):
City/Town:
18.9
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Yes
[e-mail]
Address:
1/2/2018
DareKill Devil Hills
Craig Freeman PE
Raleigh NC, 27610
WBS Element:
Roadway WideningWBS Element:
Craig Freeman PENCDOT Contact:
919-707-6721
Raleigh NC, 27610
Contractor / Designer:
919-707-6721
1020 Birch Ridge Dr.
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
1020 Birch Ridge Dr.Address:
General Project Information
R-501441162.1.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
Class SA (S. of Colington Rd)
The proposed project will widen SR 1217 (Colington Rd) from dead end to US 158 Croatan Highway in Kill Devil Hills. This project will add two 7' bike lanes to address safety
issues along this route. This project will also raise the grade in areas along the route that suffer from flooding during storm events and high wind driven tides. This will improve
the safety of the road for the traveling public and emergency officials. The increase in road grade elevation has been minimized as much as practicable while attempting to
improve the road navigability during flooding events. Roadway fill slopes have been designed to be 3:1 in jurisdictional areas except for in the subaquatic vegetation (SAV)
areas where 2:1 slopes with rock plating have been utilized to minimize impacts. Ditch side slopes have also been designed to be 3:1 and where possible ditches have been
designed to meet grass swale criteria. As part of this project the existing parking area at the Colington Cut mitigation site will be maintained.
N/ABuffer Rules in Effect:Colington Creek
13,970
2 @ 11' lanes with 10' shoulders comprised of a 7' bike lane and 3' grass shoulder
Waterbody Information
2018
NCDWR Stream Index No.:
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class SC (N. of Colington Rd)NCDWR Surface Water Classification for Water Body
ac.
2 @ 11.5' lanes with 3' grassed shoulder
19,300
[e-mail]
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
(Version 2.07; Released October 2016)
WBS Element:
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
41162.1.1 TIP No.:R-5014 County(ies):Dare Page 2 of 2
Aquatic T&E Species?Comments:
No N/A
N/A
Aquatic T&E Species?Comments:
No N/A
N/A
(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
Deck Drains Discharge Over Water Body?
NCDWR Surface Water Classification for Water Body
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A
Surface Water Body (3):
Class SA (S. of Colington Rd)
NRTR Stream ID:
Impairments:
Other Stream Classification:
Class SC (N. of Colington Rd)
HQW (S. of Colington Rd)
Primary Classification:
Blount Bay
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A
Supplemental Classification:
Other Stream Classification:
Impairments:
NRTR Stream ID:
Class SC (N. of Colington Rd)Primary Classification: Class SA (S. of Colington Rd)
NCDWR Surface Water Classification for Water Body Supplemental Classification:
Contiguous Canals NCDWR Stream Index No.:03-01-56
03-01-56
HQW (S. of Colington Rd)
Blount Bay NCDWR Stream Index No.:
Additional Waterbody Information
Buffer Rules in Effect:N/A
Contiguous Canals Buffer Rules in Effect:N/A
WBS Element:
Surface Water Body (2):
(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
WETLAND AND SURFACE WATER IMPACTS PERMITR:\Hydraulics\PERM ITS_Environm ental\Drawings\R-5014_Hyd_title_prm _wet.dgncafreeman210/24/2017 SITE 1SITE 2SITE 3SITE 4SITE 5SITE 6SITE 7SITE 8SITE 9SITE 10SITE 11SITE 12SITE 13SITE 14SITE 15SITE 16SITE 17SITE 18SITE 19SITE 20SITE 21SHEET 1 OF 41PERMIT DRAWINGCAMACAMACAMACAMA404CAMA404404404404404404404404404404404404
404
404CAMAC
A
MA
CA
M
A
CA
MA
4
0
4
CAMACAMACAMACAMACAMACAMA404404CAMACAMACAMACAMACAMACAMACAMACAMA404404
CAMACAMACAMACAMA404CAMA404404404404404404404404Mitigation
SiteColling
ton Cut
Mitiga
tion
SiteCollington C
reek
Mitigation SiteCollington CreekDHVDTV=====%%MPHADT% *000PROFILE (HORIZONTAL)PEPROJECT LENGTHSTATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTALSHEETSN.C.SHEET1DESIGN DATASIGNATURE:SIGNATURE:P.E.P.E.GRAPHIC SCALESPLANSPROFILE (VERTICAL) HYDRAULICS ENGINEERLOCATION: 09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA000$$$$$$SYSTIM E$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:TIP PROJECT:ARTMENNASOHDEPTOFTRAS
P
OR
T
T
IO N TATE
OFNRTCAROLINA5010010050505025251020510TYPE OF WORK:201813,9701165STATEWIDE TIER-Y2-DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDARE COUNTYR-501441162.1.145678910
11
1
2
13141516171
8
1
9
2
0
R-5014
ROADWAY DESIGN - PROJECT ENGINEERLETTING DATE:JOHNNY BANKSFOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONRIGHT OF WAY DATE:NCDOT CONTACT:NOVEMBER 20, 2018Prepared in the Office of:PROJECT MANAGERCALYX E & CENGINEERROADWAY DESIGNPROJECT DESIGN ENGINEERCALYX E & CGARY LOVERING, PET
O
N
C
1
2
-Y3--Y4--Y5--Y1-ENDDEADMARSHY RIDGE RDWATERSEDGE DRUS 158 CROATAN HWY-L- POT STA. 11+00.00BEGIN TIP PROJECT R-5014CROATAN HIGHWAY IN KILL DEVIL HILLSADT2038=19,30040-Y3A-SCHOOL HOUSE RD-Y3B--Y3C-CO LINGTON
POINT
-L- POT STA. 240+00.00END TIP PROJECT R-5014-L- POC STA. 90+00.64BEGIN EXIST. BRIDGE-L- POC STA. 91+89.27END EXIST. BRIDGETOWER LNCOLINGWOOD LN-L- POC STA. 147+22.84BEGIN EXIST. BRIDGEEND EXIST. BRIDGE-L- POC STA. 152+34.13-Y1A-STEPHEN C. BROWDE, PESUNRISE CROSSING DRTOTAL LENGTH ROADWAY TIP PROJECT R-5014 = 4.204 MILESFUNC CLASS = LOCAL* TTST =1% DUAL 2%3CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF KILL DEVIL HILLS.THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.THERE IS A DESIGN EXCEPTION FOR HORIZONTAL CURVE RADIUS AND ASSOCIATED HORIZONTAL STOPPING SIGHT DISTANCE.SANDPIPER RD
BAYHAWK KITTY BAYKITTY HAWK STP-1217(6)-Y5- POT STA. 10+70.00BEGIN CONSTRUCTION-Y4- POT STA. 10+15.00BEGIN CONSTRUCTION-Y3C- POC STA. 11+00.00END CONSTRUCTION-Y3B- POT STA. 11+92.00BEGIN CONSTRUCTION-Y3A- POT STA. 11+60.00BEGIN CONSTRUCTION-Y3- POC STA. 11+00.00BEGIN CONSTRUCTION-Y2- POT STA. 10+15.00BEGIN CONSTRUCTION-Y1A- POT STA. 11+70.00BEGIN CONSTRUCTIONSR 1217 (COLINGTON RD.) FROM DEAD END TO US 158-L-

COLINGTON RD. KILL DEVIL HILLS CITY LIMITS KILL DEVIL HILLSVETERANS DRMUSTAIN AVEB
E
R
MUDA
B
AY
B
L
VDBAUM BAY DRKING CT KNIGHT CTQUEEN CT ISLAND DRSABER CT
R-5014PROJECTOF TIPNOT PARTR-5014PROJECTOF TIPNOT PART See Sheet 1A For Index of Sheets-LA- POT STA. 111+67.50 (AH)-L- PC STA. 111+67.50 (BK) =-L- PT STA. 120+05.14 (AH)-LA- POT STA. 120+03.07 (BK) =ROW PLANS2018 STANDARD SPECIFICATIONSGRADING, DRAINAGE, PAVING & RESURFACINGSEPTEMBER 18, 2017 STP-1217(6)R/W & UTIL41162.2.1POND45 VICINITY MAP12Colington RdOcean Bay BlvdWilliams Dr School House Rd12171217149014911219121715341535Kill Devil HillsPop. 6,282ColingtonSTATE NATURAL AREARUN HILL AirportFlightFirst 158KITTY HAWK WOODS COASTAL RESERVEPROJECTBEGINNATIONAL MEMORIALWRIGHT BROTHERS PROJECTENDN Virginia Dare TrlS Croatan HwyN Croatan HwyColingtonRdWater's Edge RdMarshyRidge RdBaum Bay Dr 1452BUZZARD BAYSOUNDALBEMARLE BAYKITTY HAWK SURFACE WATER IMPACTSFILL IN WETLANDFILL IN WETLANDFILL IN WETLANDHAND CLEARINGHAND CLEARINGHAND CLEARINGFILL IN WETLANDHAND CLEARINGH
AN
D
CLE
ARIN
GFILL IN WETL
AN
DSURFACE WATER IMP
ACT FILL IN WETL
AND
HA
ND CLE
ARING
HAND CLEARIN
G
V10=0.7fps
Q10=2.1cfs
V10
=
1.5fps
Q10
=
0.5cfs
12" DRIV
E PIPE
V10
=
0.8fpsQ10=2.3cfsV10=
1.2fps
Q
10
=
2.3cfs
V10=0.54fpsQ10=0.48cfsV10=2.0fpsQ10=1.9cfs15" DRIVE PIPEC
AMA WETL
AND
EXC
AV
ATIO
N IN
C
AMA WETLA
NDHAND CLEARING IN
FILL IN WETL
ANDFILL IN WETLA
ND
FILL IN WETL
ANDFILL IN CAMA WETLAND SURFACE WATER IMPACTSFILL IN SAVFILL IN SAVSURFACE WATER IMPACTSFILL IN SAVFILL IN SAVFILL IN WETLANDFILL IN WETLANDFILL IN WETLANDFILL IN WETLANDFILL IN WETLANDFILL IN WETLANDSITE 1SITE 3SITE 4SITE 5SITE 6SIT
E
7
SITE 8
SITE 9
SITE 10
SITE 16SITE 16SITE 18SITE 17FILL IN WETLANDSITE 4FILL IN WETLANDWATER IMPACTSTEMPORARY SURFACEHAND CLEARINGSAV
SAV
SA
V
SITE 11
FILL IN WETLANDSITE 19SITE 20SITE 21
FILL IN WETLA
NDSI
T
E

12
SIT
E

13
SIT
E
1
4
SITE

1
5WETLAN
D
FILL I
N CA
MAS
URF
ACE WATER I
MPA
CTSWATER I
MPA
CTSTEMPORARY
SU
RFA
CE SITE 2V10=0.8fpsQ10=0.7cfsV10=1.4fpsQ10=2.9cfsV10=1.2fpsQ10=2.5cfsV10=1.8fpsQ10=1.6cfs HAND CLEARINGFILL IN WETLANDEXCAVATION IN WETLANDV10=1.1fps
Q10=3.1cfs
V10=0.7fpsQ10=1.2cfs
V10=0.7fpsQ10=2.0cfs
V10=1.3fps
Q10=0.7cfs
V10=
0.8fps
Q10
=
3.8cfs
SAV
SAV
NA 2011
NAD 83/
GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFEEIN WETLANDDENOTES EXCAVATIONSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_psh07.dgncafreeman21/8/2018FOR ENLARGEMENTSEE SHEET 4 OF 41 SHEET 2 OF 41PERMIT DRAWINGTSHCHCCLEARINGDENOTES HANDSURFACE WATER IMPACTSSFILL IN WETLANDSITE 1SITE 3SITE 4FILL IN WETLANDWATER IMPACTSTEMPORARY SURFACEHAND CLEARINGSITE 2V10=0.8fpsQ10=0.7cfsV10=1.4fpsQ10=2.9cfsV10=1.2fpsQ10=2.5cfsHAND CLEARINGFILL IN WETLANDEXCAVATION IN WETLANDHAND CLEARINGHAND CLEARINGHAND CLEARING55+00
60+00
65
+00CONCCONC60" WD 72" WD72" VINYL

72" VINYL
GR
GR
72" CHL
72" CHL
72
" CHLWD RAMPCONC8'
WD PONDGR
CONC
CONC
GR
GR
FLAG POLECONC
WD RAMPWD RAMPSOIL
S
OI
LCONC
CONCCONCCONCCONCTOWER
LANE

18
.8
' BST GRG
RGRGR
COLINGTON RD 36.0' BSTCOLINGTON RD 21.9' BSTCOLINGTON RD 21.9' BST
45.00'50.00'PCG, SL 213BUFFEROPEN SPACE2.50'PCG, SL 213BUFFEROPEN SPACE2.50'CMCMEXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING
R/W
EX
IST
ING
R
/W PB C - PG 167APB C - PG 167AGARY LEE KENNEDYDB 158 - PG 88PB C - PG 178INANCY K. BALONISDB 1074 - PG 81TERRY BEASLEYDB 864 - PG 210PB C - PG 111AWILLIAM T. CAROONDB 1417 - PG 101PB C - PG 111AJANE C. BALDWINDB 124 - PG 651DB 36 - PG 299JASON B. HILLDB 38 - PG 99DB 1695 - PG 27DB 1570 - PG 152PB G - PG 212SHINGLE LANDING OF COLINGTON CORP.GARLAND H. DUNSTAN, JR.DB 1727 - PG 90SHINGLE LANDING OF COLINGTON CORPDB 1614 - PG 72EDWARD G. COLLIERDB 1703 - PG 256PB G - PG 188IN CONDUITIN CONDUITHARBRINGER LAND & TIMBER, LLCDB 1932 - PG 176PB I - PG 72ISABEL LOPEZBLANDINA LOPEZRICHARD A. COHENDB 1935 - PG 43PB C - PG 167ADB 2110 - PG 24MONIKA C. TTEE PIRRONEALAIN J. TTEE PIRRONEDB 1936 - PG 351JUNE E. BEASLEYLEWIS R. BEASLEYDB 2114 - PG 735JOSEPH JONES JR.US CELLULARFIELDDRAIN
FIELDDRAIN STFIELDDRAIN
FI
ELDDRAI
NST
ST23242526273031323334353628294037CAMACAMACAMACAMA404
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0
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DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED7R-5014NAD 83/NA 2011SEE SHEET 6MATCH LINE -L- STA. 53+00.00SEE SH EET 8MATCH LIN E -L- STA. 66+50.00SEE SHEET 31 FOR -Y1A- PROFILESEE SHEET 22 AND 23 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUS.DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:REVISIO NS RIGHT OF WAY REVISION - 9/28/2017 - ADJUSTED RIGHT OF WAY AND TEMPORARY CONSTRUCTION EASEMENT ON PARCEL 30 AND 31. HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSEE DETAIL 'C'SPECIAL CUT DITCHSEE DETAIL 'A'SPECIAL CUT DITCHSEE DETAIL 'A'SPECIAL CUT DITCH12" RCP-IV 12" RCP-
I
V 12" RCP-
I
V
12" RCP-IV SEE DETAIL 'C'SPECIAL CUT DITCH12" RCP-
I
V
.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 56+54 TO STA. 59+90 RTFROM -L- STA. 52+00 TO STA. 56+28 RTDETAIL AMin. D=1.0 Ft.GroundNaturalSlopeDitchFront.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -Y1A- STA. 12+00 TO STA. 13+15 RTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFront.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 52+00 TO STA. 53+93 LTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFrontDETAIL 'A'DITCH SEE SPECIAL CUT25 LF OF 36" CAAPEXISTING 36" CMP WITHCOLLAR AND EXTEND4 LF OF 36" CAAPEXISTING 36" CMP WITHCOLLAR AND EXTEND22 LF OF 36" CAAPEXISTING 36" CMP WITH COLLAR AND EXTEND 4 LF OF 36" CAAPEXISTING 36" CMP WITHCOLLAR AND EXTENDC FC FC FC FC FCFCFCFFFCCFCFFFFFFFFFCFFFFFFFFFFCFFFC
C
F
C
C
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GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFEEIN WETLANDDENOTES EXCAVATIONSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\With contours\R-5014_Hyd_prm_wet_con_psh07.dgncafreeman21/8/2018FOR ENLARGEMENTSEE SHEET 4 OF 41 SHEET 3 OF 41PERMIT DRAWINGTSHCHCCLEARINGDENOTES HANDSURFACE WATER IMPACTSSFILL IN WETLANDSITE 1SITE 3SITE 4FILL IN WETLANDWATER IMPACTSTEMPORARY SURFACEHAND CLEARINGSITE 2V10=0.8fpsQ10=0.7cfsV10=1.4fpsQ10=2.9cfsV10=1.2fpsQ10=2.5cfsHAND CLEARINGFILL IN WETLANDEXCAVATION IN WETLANDHAND CLEARINGHAND CLEARINGHAND CLEARING55+00
60+00
6
5
+
0
0CONCCONC60" WD 72" WD72" VINYL

72" VINYL
GR
GR
72" CHL
72" CHL
72
" CHLWD RAMPCONC8'
WD PONDGR
CONC
CONC
GR
GR
FLAG POLECONC
WD RAMPWD RAMPSOIL
S
OI
LCONC
CONCCONCCONCCONCTOWER
LANE

18
.8
' BST GRGRGRGR
COLINGTON RD 36.0' BSTCOLINGTON RD 21.9' BSTCOLINGTON RD 21.9' BST
45.00'50.00'PCG, SL 213BUFFEROPEN SPACE2.50'PCG, SL 213BUFFEROPEN SPACE2.50'CMCMEXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EX
IST
ING
R
/W PB C - PG 167APB C - PG 167AGARY LEE KENNEDYDB 158 - PG 88PB C - PG 178INANCY K. BALONISDB 1074 - PG 81TERRY BEASLEYDB 864 - PG 210PB C - PG 111AWILLIAM T. CAROONDB 1417 - PG 101PB C - PG 111AJANE C. BALDWINDB 124 - PG 651DB 36 - PG 299JASON B. HILLDB 38 - PG 99DB 1695 - PG 27DB 1570 - PG 152PB G - PG 212SHINGLE LANDING OF COLINGTON CORP.GARLAND H. DUNSTAN, JR.DB 1727 - PG 90SHINGLE LANDING OF COLINGTON CORPDB 1614 - PG 72EDWARD G. COLLIERDB 1703 - PG 256PB G - PG 188IN CONDUI
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FIELDDRAIN STFIELDDRAIN
FI
ELDDRAI
NST
ST23242526273031323334353628294037CAMACAMACAMACAMA404
C A M A
4
0
4
4
0
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DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED7R-5014NAD 83/NA 2011SEE SHEET 6MATCH LINE -L- STA. 53+00.00SEE SH EET 8MATCH LINE -L- STA. 66+50.00SEE SHEET 31 FOR -Y1A- PROFILESEE SHEET 22 AND 23 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUS.DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:REVISIO NS RIGHT OF WAY REVISION - 9/28/2017 - ADJUSTED RIGHT OF WAY AND TEMPORARY CONSTRUCTION EASEMENT ON PARCEL 30 AND 31. HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSEE DETAIL 'C'SPECIAL CUT DITCHSEE DETAIL 'A'SPECIAL CUT DITCHSEE DETAIL 'A'SPECIAL CUT DITCH12" RCP-IV 12" RCP-
I
V 12" RCP-
I
V
12" RCP-IV SEE DETAIL 'C'SPECIAL CUT DITCH12" RCP-
I
V
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2-1-1
-1-1-1-
1-1-1
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0 11111
1
111111111
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122222 2
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222
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CONC
CONC
GR
GR
CONC
WD RAMPSOIL
CONCCONCCONCGRGRGRCOLINGTON RD 21.9' BSTEXISTING R/WEXISTING R/W PB C - PG 167ATERRY BEASLEYDB 864 - PG 210PB C - PG 111AIN CONDUITPB C - PG 167ADB 2110 - PG 24MONIKA C. TTEE PIRRONEALAIN J. TTEE PIRRONEDB 1936 - PG 351JUNE E. BEASLEYLEWIS R. BEASLEYDB 2114 - PG 735JOSEPH JONES JR.FIELDDRAIN STFIELDDRAIN
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C A M ASEE SHEET 6MATCH LINE -L- STA. 53+00.00 RIGHT OF WAY REVISION - 9/28/2017 - ADJUSTED RIGHT OF WAY AND TEMPORARY CONSTRUCTION EASEMENT ON PARCEL 30 AND 31. SEE DETAIL 'A'SPECIAL CUT DITCHSEE DETAIL 'A'SPECIAL CUT DITCH1
2
" RCP-I
V 12" RCP-
I
V 12" RCP-
I
V
12" RCP-IV 12" RCP-
I
V DETAIL 'A'DITCH SEE SPECIAL CUTC FC FC F
C
F
CFCFCFCFFFCCF
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GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFHCHCCLEARINGDENOTES HANDR:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_psh08.dgncafreeman21/8/2018SHEET 8 OF 41PERMIT DRAWINGFILL IN WETLANDFILL IN WETLANDHAND CLEARINGHAND CLEARINGHAND CLEARINGFILL IN WETLANDHAND CLEARINGSITE 4SITE 5SITE 6V10=1.8fpsQ10=1.6cfsHAND CLEARING70+00
75+0048" CHL36" WD72" W
D
36" WD36
" WD
D
K
DK
G
RRUINSCONC C
O
N
C CONCCONC48" W D
STEPS
CONC CONCGRGRCONCDK36" CHL36" CHLCONC
GR
DK72" WD
72"
W
D72" WD
D
K
DK
DK
DKDK GR
SOILCONCBST
CONCCONCCONCCONCGRC
O
N
C
CONCG
R GRGRGRCOL
INGTON
RD

3
0
.8'
B
STCOLINGTON RD 36.0' BSTSANDPIPER RD 20.0' BSTCOLINGTON RD 24.3' BSTCMEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXIS TIN G R/WEXISTING R/
W
EXI
STI
NG R/WEXIS
TI
NG R/WE
X
IS
T
IN
G
R
/W
EX
IST
ING
R
/W
EXISTING R/
W
EXISTING R/WEXISTING R/WF
OUNDNO DE
E
D
REF
SS 4901 GP
R
OP
OSE
D
R/WDB 1932 - PG 176PB I - PG 72PB E - PG 246DB 1928 - PG 242PB 4 - PG 96COLINGTON HARBOUR ASSOC.DB 167 - PG 687DB 142 - PG 348DB 212 - PG 55PB 3 - PG 12MARY MARTHA ALDERTONDB 1028 - PG 408PB 4 - PG 56AMY L. BEASLEYDB 1859 - PG 180PB 4 - PG 56BRIAN BYRDDB 1801 - PG 419PB 4 - PG 56DB 1970 - PG 421PB 4 - PG 56HOWARD E. SIMMONS, 3RDDB 1675 - PG 188PB 4 - PG 56NANCY Z. ROTENDB 1821 - PG 229PB 4 - PG 56VIOLA P. WHITEDB 655 - PG 753DB C - PG 274DB 291 - PG 748DB 167 - PG 687DB 315 - PG 351DB 1848 - PG 331HORACE B. HOOPER, JR.DB 315 - PG 351DB 1826 - PG 271MILTON R. HARTLEYDB 184 - PG 373DB 145 - PG 280DB 167 - PG 687HARBRINGER LAND & TIMBER, LLCHARBRINGER LAND & TIMBER, LLCDB 1826- PG 270HHHHUNITED CHURCHCOLINGTONLN BSTCOLINGWOOD PB G - PG 188DB 1703 - PG 256EDWARD G. COLLIERDB 2089 - PG - 845EMERALD COLINGTON RD HOLDINGS LLCLUIS RODRIGEZ JRBRYAN J. BYRDDB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIPDB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIPDIR. ONLY15" HDPEC
H
O
R
D = 165.92
D = 66°58'50.46"
E
XISTIN
G R/WCHORD = 106.61'D = 12°35'29.70"EXI
STI
NG R/W CHORD = 225.05'R = 268.73'EXISTING R/W363840414243444541404404404404404DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED8R-5014NAD 83/NA 2011SEE SHEET 7MATCH LINE -L- STA. 66+50.00
SEE
SHEET
9
M ATCH
L
INE
-L
- STA
. 80+
00
.00GTD = GRADE TO DRAINSEE SHEET 30 FOR -Y2- AND -Y3- PROFILESEE SHEETS 22 AND 23 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDHORIZONTAL CURVE RADIUS.DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:GRADE TO DRAINSEE DETAL 'A'SPECIAL CUT DITCH12" RCP-IV RETAINRETAINRIP RAP44 TONS CLASS BSEE DETAIL 'H'TOE PROTECTIONRIP RAP226 TONS CLASS BSEE DETAIL 'I'TOE PROTECTIONDIGRADE TO DRAIN18" RCP-IV DI18" RCP-IV REMOVE24" RCP-IV24" RCP-IVSEE DETAIL 'AA'CUT DITCHFlatter4:1 orD3:1( Not to Scale)CUT DITCHFROM -L- STA. 69+12 TO STA. 69+50 RTMin. D= 1.5 Ft.DETAIL AASlopeDitchFrontGroundNaturalSEE DETAIL 'J'SPECIAL CUT DITCHF
L
A
T
T
E
R
3:1
O
RD3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 70+50 TO STA. 71+00 RTDETAIL JMin. D=0.5 Ft.GroundNaturalSlopeDitchFront.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 76+73 TO STA. 80+50 RTDETAIL AMin. D=1.0 Ft.GroundNaturalSlopeDitchFrontDRAINGRADE TOFROM -L- STA. 72+18 TO STA. 74+30 LTFill Slope3:1 or Flatterb=5 Ft.d=1.5 Ft.230 SY GeotextileType of Liner= 226 TONS Class B Rip-RapbDETAIL IGroundNatural( Not to Scale)TOE PROTECTIONdGeotextile7 SY Geotextile2 TONS CL B RIP RAP11
S
Y Ge
ote
xtile
C
L
B
RIP
R
AP
3
T
ONS
7
S
Y Ge
ote
xtileCL B RI
P RAP
2 TONS ( Not to Scale)TOE PROTECTIONdFL
A
T
TE
R
3:1
O
RFROM -L- STA. 74+30 TO STA. 74+53 LTDETAIL H25 SY GeotextileType of Liner= Class B Rip-Rapd=1.5 Ft.GROUNDNATURALSLOPEFILLGEOTEXTILEGTD11 LF OF 36" CAAPEXISTING 36" CMP WITHCOLLAR AND EXTEND FFFFFFFCFCFCFCFCFCFCFF
F
F
F F
F
F
F
FFC
F CFFFF
F F
C
F
CFCFCFCFCFCC FFFFFF
FFFFF
F F
F
F
F FF F FFFFFF
FFF
GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFHCHCCLEARINGDENOTES HANDR:\Hydraulics\PERMITS_Environmental\Drawings\With contours\R-5014_Hyd_prm_wet_con_psh08.dgncafreeman21/8/2018SHEET 9 OF 41PERMIT DRAWINGFILL IN WETLANDFILL IN WETLANDHAND CLEARINGHAND CLEARINGHAND CLEARINGFILL IN WETLANDHAND CLEARINGSITE 4SITE 5SITE 6V10=1.8fpsQ10=1.6cfsHAND CLEARING70+00
75+0048" CHL36" WD72" W
D
36" WD36
" WD
D
K
DK
G
RRUINSCONC C
O
N
C CONCCONC48" W D
STEPS
CONC CONCGRGRCONCDK36" CHL36" CHLCONC
GR
DK72" WD
72"
W
D72" WD
D
K
DK
DK
DKDK GR
SOILCONCBST
CONCCONCCONCCONCGRC
O
N
C
CONCG
R GRGRGRCOL
INGTON
RD

3
0
.8'
B
STCOLINGTON RD 36.0' BSTSANDPIPER RD 20.0' BSTCOLINGTON RD 24.3' BSTCMEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXIS TIN G R/WEXISTING R/
W
EXI
STI
NG R/WEXIS
TI
NG R/WE
X
IS
T
IN
G
R
/W
EX
IST
ING
R
/W
EXISTING R/
W
EXISTING R/WEXISTING R/WF
OUNDNO DE
E
D
REF
SS 4901 GP
R
OP
OSE
D
R/WDB 1932 - PG 176PB I - PG 72PB E - PG 246DB 1928 - PG 242PB 4 - PG 96COLINGTON HARBOUR ASSOC.DB 167 - PG 687DB 142 - PG 348DB 212 - PG 55PB 3 - PG 12MARY MARTHA ALDERTONDB 1028 - PG 408PB 4 - PG 56AMY L. BEASLEYDB 1859 - PG 180PB 4 - PG 56BRIAN BYRDDB 1801 - PG 419PB 4 - PG 56DB 1970 - PG 421PB 4 - PG 56HOWARD E. SIMMONS, 3RDDB 1675 - PG 188PB 4 - PG 56NANCY Z. ROTENDB 1821 - PG 229PB 4 - PG 56VIOLA P. WHITEDB 655 - PG 753DB C - PG 274DB 291 - PG 748DB 167 - PG 687DB 315 - PG 351DB 1848 - PG 331HORACE B. HOOPER, JR.DB 315 - PG 351DB 1826 - PG 271MILTON R. HARTLEYDB 184 - PG 373DB 145 - PG 280DB 167 - PG 687HARBRINGER LAND & TIMBER, LLCHARBRINGER LAND & TIMBER, LLCDB 1826- PG 270HHHHUNITED CHURCHCOLINGTONLN BSTCOLINGWOOD PB G - PG 188DB 1703 - PG 256EDWARD G. COLLIERDB 2089 - PG - 845EMERALD COLINGTON RD HOLDINGS LLCLUIS RODRIGEZ JRBRYAN J. BYRDDB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIPDB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIPDIR. ONLY15" HDPEC
H
O
R
D = 165.92
D = 66°58'50.46"
E
XISTIN
G R/WCHORD = 106.61'D = 12°35'29.70"EXI
STI
NG R/W CHORD = 225.05'R = 268.73'EXISTING R/W363840414243444541404404404404404DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
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SEE
SHEET
9
M ATCH
L
INE
-L
- STA
. 80+
00
.00GTD = GRADE TO DRAINSEE SHEET 30 FOR -Y2- AND -Y3- PROFILESEE SHEETS 22 AND 23 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDHORIZONTAL CURVE RADIUS.DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:GRADE TO DRAINSEE DETAL 'A'SPECIAL CUT DITCH12" RCP-IV RETAINRETAINRIP RAP44 TONS CLASS BSEE DETAIL 'H'TOE PROTECTIONRIP RAP226 TONS CLASS BSEE DETAIL 'I'TOE PROTECTIONDIGRADE TO DRAIN18" RCP-IV DI18" RCP-IV REMOVE24" RCP-IV24" RCP-IVSEE DETAIL 'AA'CUT DITCHFlatter4:1 orD3:1( Not to Scale)CUT DITCHFROM -L- STA. 69+12 TO STA. 69+50 RTMin. D= 1.5 Ft.DETAIL AASlopeDitchFrontGroundNaturalSEE DETAIL 'J'SPECIAL CUT DITCHF
L
A
T
T
E
R
3:1
O
RD3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 70+50 TO STA. 71+00 RTDETAIL JMin. D=0.5 Ft.GroundNaturalSlopeDitchFront.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 76+73 TO STA. 80+50 RTDETAIL AMin. D=1.0 Ft.GroundNaturalSlopeDitchFrontDRAINGRADE TOFROM -L- STA. 72+18 TO STA. 74+30 LTFill Slope3:1 or Flatterb=5 Ft.d=1.5 Ft.230 SY GeotextileType of Liner= 226 TONS Class B Rip-RapbDETAIL IGroundNatural( Not to Scale)TOE PROTECTIONdGeotextile7 SY Geotextile2 TONS CL B RIP RAP11
S
Y Ge
ote
xtile
C
L
B
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T
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7
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Y Ge
ote
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RFROM -L- STA. 74+30 TO STA. 74+53 LTDETAIL H25 SY GeotextileType of Liner= Class B Rip-Rapd=1.5 Ft.GROUNDNATURALSLOPEFILLGEOTEXTILEGTD11 LF OF 36" CAAPEXISTING 36" CMP WITHCOLLAR AND EXTEND FFFFFFFCFCFCFCFCFCFCFF
F
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F CFFFF
F F
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F F
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F FF F FFFFFF
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0
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0
0
0000 000111111111111111 111 11111 222222222222222222222222222222233333
3
3333
33
333
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4 44
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5 555555555
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6
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7
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8 888
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8 88888
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8
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99 99
9999
999999 9101010 101010
1010 10101010101010101111 1111111111
11 11121
213 131314141515161617171819
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0 6
0 5
0 4
0 3
0 2
01
00
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LMT
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N 18.7' BS
T BSTGRGRGRCURBCURBCONCGRSOI
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LGRC
U
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26.4' BST60.00'JLS PROPERTIES, LLCDB 1716 - PG 87GARY D. CRANE, JR.DB 1588 - PG 286DB 1244 - PG 276EVELYN G. CARLISLEDB 1678 - PG 235PB G - PG 202EVELYN G. CARLISLEDB 1678 - PG 235PB G - PG 202ROCKY D. MIDGETTEDB 1560 - PG 261DB 1652 - PG 275TANYA TILLETT CROWDB 786 - PG 561PB C - PG 198DCOUNTY OF DAREDB 1673 - PG 406PB G - PG 190LGI LAND NC, LLCDB 1673 - PG 409PB G - PG 190HHEOI
EOI
WILLIAMS DR 18.0' BST
COLINGTON CREEK, LLCDB 1545 - PG 196RD 18.0' BSTSCHOOL HOUSE DAVID A. SHAWDB 1851 - PG 354PB G - PG 264FUNNEL DRAI
NDI
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N
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YDB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIP45DB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIP44454647484944A404404404404404404404CAMACAMACAMA404Mitigation SiteCollington Cut DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
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0 6
0 5
0 4
0 3
0 2
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N 18.7' BS
T BSTGRGRGRCURBCURBCONCGRSOI
LSOI
LGRC
U
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BBSTCOLINGTON RD

26.4' BST60.00'JLS PROPERTIES, LLCDB 1716 - PG 87GARY D. CRANE, JR.DB 1588 - PG 286DB 1244 - PG 276EVELYN G. CARLISLEDB 1678 - PG 235PB G - PG 202EVELYN G. CARLISLEDB 1678 - PG 235PB G - PG 202ROCKY D. MIDGETTEDB 1560 - PG 261DB 1652 - PG 275TANYA TILLETT CROWDB 786 - PG 561PB C - PG 198DCOUNTY OF DAREDB 1673 - PG 406PB G - PG 190LGI LAND NC, LLCDB 1673 - PG 409PB G - PG 190HHEOI
EOI
WILLIAMS DR 18.0' BST
COLINGTON CREEK, LLCDB 1545 - PG 196RD 18.0' BSTSCHOOL HOUSE DAVID A. SHAWDB 1851 - PG 354PB G - PG 264FUNNEL DRAI
NDI
R. ONLYFUNNEL DRAI
NDI
R. ONLYF
U
N
N
E
L
D
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AI
N
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YDB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIP45DB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIP44454647484944A404404404404404404404CAMACAMACAMA404Mitigation SiteCollington Cut DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED9R-5014SEE SHEET 8MATCH LINE -L- STA. 80+00.00
SEE SHEET 10MATCH LINE -L- STA. 93+00.00NAD 83/NA 2011SEE SHEET 31 FOR -Y3A- PROFILESEE SHEET 23 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDHORIZONTAL CURVE RADIUS.DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTE:GRADE TO DRAINSEE DETAIL 'C'SPECIAL CUT DITCH18" RCP-IV 18" RCP-IV 12" RCP-IV CURB CUTPROPOSED OUT FUNNEL DRAINRETAIN AND CLEAN OUT FUNNEL DRAINRETAIN AND CLEAN OUT FUNNEL DRAINRETAIN AND CLEAN REMOVEREMOVE.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 81+25 TO STA. 84+76 RTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFront.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 76+73 TO STA. 80+50 RTDETAIL AMin. D=1.0 Ft.GroundNaturalSlopeDitchFrontDETAIL 'A'DITCH SEE SPECIAL CUT 7 SY Geotextile2 TONS CL B RIP RAPDRAINTOGRADECFCFCCCFFCFCFCCCCCF
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_37.dgncafreeman210/24/2017
WLBWLBWLBWLBSITE 7SITE 7SITE 7SITE 7SHEET 15 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0005510101515-5-555101000551010005510100055101000X-37R-50142.5586+00.0086+50.0087+00.0085+50.0085+85.433.290.0570.057-Y3A- SCHO O L HO USE RD0.0570.057PARKING3.543:10.0400.0403:10.0400.040PARKING3.683:10.0330.0333:10.0330.033PARKING4.453:13:
1
0.0100.0203:13:
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0.0100.0205.573:13:
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0.0140.020
GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFHCHCCLEARINGDENOTES HANDR:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_psh10.dgncafreeman21/8/2018SHEET 16 OF 41PERMIT DRAWINGFOR ENLARGEMENTSEE SHEET 18 OF 41SSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SURFACE WATER IMPACTFILL IN WETLANDHAND CLEARINGSITE 8SITE 9FILL IN WETLANDV10=1.1fpsQ10=3.1cfsV10=0.7fpsQ10=1.2cfsHAND CLEARING100+00105+0095+00GR3
6" WDWD PIER3
6
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2
2.
1' BS
TCONC C&GCONC C&G60.00'C
M15' EASEMENT PCC, SL197A10' EASEMENT PCC, SL197AACCESS EASEMENT PCE, SL345
EXI
S
TI
NG R/WE
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TIN
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R/W50.00'DAVID A. SHAWDB 1851 - PG 354PB G - PG 264COLINGTON CREEK, LLCDB 1545 - PG 196COLINGTON CREEK, LLCDB 1545 - PG 196PB E - PG 345REGINA OUTLAW ZEINERDB 1810 - PG 242PB E - PG 345WILLIAM JOSEPH MEYERS, JR.DB 1875 - PG 89PB C - PG 197ACODY JACOB HUDOCKDB 1798 - PG 164GARY GENE BEASLEYDB 1071 - PG 37DB 1591 - PG 86MARK D. NUNEMAKERDB 1615 - PG 366PB C - PG 197ADB 1539 - PG 223COLINGTON VENTURESDB 1880 - PG 59PB C - PG 197APB C - PG 122DBRANDON BEASLEYDB 1832 - PG 450PB G - PG 39919.0' BST
COLINGTON POINT DUNSTAN, JR.GARLAND H. 5958656653PB G - PG 300DB 1702 - PG 237DEVELOPERS, LLCCOLINGTON POINT PB G - PG 300DB 1677 - PG 203DEVELOPERS, LLCCOLINGTON POINTPB D - PG 398DB 1390 - PG 278MAYNARD R. OUTLAWPB D - PG 398DB 1164 - PG 389JASPER DONNIE GAMIELDB 365 - PG 842JANICE WILLIAMS O'NEALPB G - PG 264DB 1673 - PG 409LGI LAND NC, LLC50K. ARCHERCHRISTOPHER DB 2018 - PG 531AVA COL SOL JOHNSONDB 2034 - PG 987ROBERT SHANE MOOREFIELDDRAIN 60" CMP495051525459555657606162636465665358595865665350CAMACAMACAMACAMACAMACAMACAMA404404CAMADOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED10R-5014NAD 83/NA 2011SEE SHEET 9MATCH LINE -L- STA. 93+00.00SEE SHEET
1
1MATCH LI
NE
-L- STA.
1
0
7+5
0.00SEE SHEET 31 FOR -Y3B- AND -Y3C- PROFILESEE SHEET 23 AND 24 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUS.DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:GRADE TO DRAIN48" CMPEXTEND EXISTING15"
R
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V 12" RCP-
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V 12" RCP-
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1
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V
12"
R
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P-I
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12" R
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12" R
CP-IV
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R
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V WAYPIER TO RIGHT OFREMOVE WOODENRETAIN.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 99+76.92 TO STA. 104+10 LTDETAIL BMin. D=1.5 Ft.GroundNaturalSlopeDitchFront.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 98+10 TO STA. 99+76.92 RTFROM -L- STA. 97+50 TO STA. 98+10 RTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFront.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 99+76.92 TO STA. 103+85 RTFROM -L- STA. 96+20 TO STA. 99+76.92 LTFROM -L- STA. 95+75 TO STA. 97+25 RTDETAIL AMin. D=1.0 Ft.GroundNaturalSlopeDitchFrontRCP-IV 12"R
C
P-I
V
15"
R
C
P-I
V
12"23 LF OF 48" CAAPEXISTING 48" CMP WITHCOLLAR AND EXTEND23 LF OF 48" CAAPEXISTING 48" CMP WITHCOLLAR AND EXTEND2 LF OF 48" CAAPEXISTING 48" CMP WITH COLLAR AND EXTEND2 LF OF 48" CAAPEXISTING 48" CMP WITHCOLLAR AND EXTEND6 LF OF 60" CAAPEXISTING 60" CMP WITHCOLLAR AND EXTENDFFFFFFFFFCFCFCCCCCCCCC
C
C
C
C
C
C
C
C C
C
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F
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GRAPHIC SCALE0'100'100'R:\Hydraulics\PERMITS_Environmental\Drawings\With contours\R-5014_Hyd_prm_wet_con_psh10.dgncafreeman21/8/2018SHEET 17 OF 41PERMIT DRAWINGHCHCCLEARINGDENOTES HANDWETLANDDENOTES FILL INFFSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SURFACE WATER IMPACTFILL IN WETLANDHAND CLEARINGSITE 8SITE 9FILL IN WETLANDV10=1.1fpsQ10=3.1cfsV10=0.7fpsQ10=1.2cfsHAND CLEARING100+00105+0095+00GR3
6" WDWD PIER3
6
" WD36" WDFLOWERBEDFLOWERBEDCONCBST48" ROPE36" WDW
D PI
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H
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ECONCGR72" WDCONCDKDKDKARBORBST48" CMPCONCSOILBSTBSTBSTBSTGRGRGRGRGRGRGRGRGRGRGRCURBCURBCURBCOLI
NGTON RD
2
2.
1' BS
TCONC C&GCONC C&G60.00'C
M15' EASEMENT PCC, SL197A10' EASEMENT PCC, SL197AACCESS EASEMENT PCE, SL345
EXI
S
TI
NG R/WE
XIS
TIN
G
R/W50.00'DAVID A. SHAWDB 1851 - PG 354PB G - PG 264COLINGTON CREEK, LLCDB 1545 - PG 196COLINGTON CREEK, LLCDB 1545 - PG 196PB E - PG 345REGINA OUTLAW ZEINERDB 1810 - PG 242PB E - PG 345WILLIAM JOSEPH MEYERS, JR.DB 1875 - PG 89PB C - PG 197ACODY JACOB HUDOCKDB 1798 - PG 164GARY GENE BEASLEYDB 1071 - PG 37DB 1591 - PG 86MARK D. NUNEMAKERDB 1615 - PG 366PB C - PG 197ADB 1539 - PG 223COLINGTON VENTURESDB 1880 - PG 59PB C - PG 197APB C - PG 122DBRANDON BEASLEYDB 1832 - PG 450PB G - PG 39919.0' BST
COLINGTON POINT DUNSTAN, JR.GARLAND H. 5958656653PB G - PG 300DB 1702 - PG 237DEVELOPERS, LLCCOLINGTON POINT PB G - PG 300DB 1677 - PG 203DEVELOPERS, LLCCOLINGTON POINTPB D - PG 398DB 1390 - PG 278MAYNARD R. OUTLAWPB D - PG 398DB 1164 - PG 389JASPER DONNIE GAMIELDB 365 - PG 842JANICE WILLIAMS O'NEALPB G - PG 264DB 1673 - PG 409LGI LAND NC, LLC50K. ARCHERCHRISTOPHER DB 2018 - PG 531AVA COL SOL JOHNSONDB 2034 - PG 987ROBERT SHANE MOOREFIELDDRAIN 60" CMP495051525459555657606162636465665358595865665350CAMACAMACAMACAMACAMACAMACAMA404404CAMADOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED10R-5014NAD 83/NA 2011SEE SHEET 9MATCH LINE -L- STA. 93+00.00SEE SHEET
1
1MATCH LI
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-L- STA.
1
0
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0.00SEE SHEET 31 FOR -Y3B- AND -Y3C- PROFILESEE SHEET 23 AND 24 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUS.DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:GRADE TO DRAIN48" CMPEXTEND EXISTING15"
R
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P-I
V 12" RCP-
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V 12" RCP-
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V
1
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1
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R
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V WAYPIER TO RIGHT OFREMOVE WOODENRETAIN.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 99+76.92 TO STA. 104+10 LTDETAIL BMin. D=1.5 Ft.GroundNaturalSlopeDitchFront.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 98+10 TO STA. 99+76.92 RTFROM -L- STA. 97+50 TO STA. 98+10 RTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFront.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 99+76.92 TO STA. 103+85 RTFROM -L- STA. 96+20 TO STA. 99+76.92 LTFROM -L- STA. 95+75 TO STA. 97+25 RTDETAIL AMin. D=1.0 Ft.GroundNaturalSlopeDitchFrontRCP-IV 12"R
C
P-I
V
15"
R
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V
12"23 LF OF 48" CAAPEXISTING 48" CMP WITHCOLLAR AND EXTEND23 LF OF 48" CAAPEXISTING 48" CMP WITHCOLLAR AND EXTEND2 LF OF 48" CAAPEXISTING 48" CMP WITH COLLAR AND EXTEND2 LF OF 48" CAAPEXISTING 48" CMP WITHCOLLAR AND EXTEND6 LF OF 60" CAAPEXISTING 60" CMP WITHCOLLAR AND EXTENDFFFFFFFFFCFCFCCCCCCCCC
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GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFHCHCCLEARINGDENOTES HANDDARE COUNTYPROJECT: R-5014 (41162.1.1)10/25/17 SHEET 18 OF 41R:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_enlargment_psh10.dgncafreeman210/26/2017PLAN VIEWNCDOTDIVISION OF HIGHWAYSSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SURFACE WATER IMPACTFILL IN WETLANDHAND CLEARINGSITE 9105+00WD PIER3
6
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ERBST48" CMPSOILGR60.00'EXISTING R/WBRANDON BEASLEYDB 1832 - PG 450PB G - PG 399DB 2034 - PG 987ROBERT SHANE MOORE60" CMP636566CAMACAMA404404CAMADOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDNAD 83/NA 2011SEE SHEET
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0GRADE TO DRAIN48" CMPEXTEND EXISTING12" RCP-IV WAYPIER TO RIGHT OFREMOVE WOODENRCP-IV 12"23 LF OF 48" CAAPEXISTING 48" CMP WITHCOLLAR AND EXTEND23 LF OF 48" CAAPEXISTING 48" CMP WITHCOLLAR AND EXTEND2 LF OF 48" CAAPEXISTING 48" CMP WITH COLLAR AND EXTEND2 LF OF 48" CAAPEXISTING 48" CMP WITHCOLLAR AND EXTENDC FCCCCFFFFFFFFFFFF
R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_41.dgncafreeman210/24/2017 WLBWLBWLBSITE 8SITE 8SITE 8SHEET 19 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.05510101515005510101515005510101515202000X-41R-50142.5594+50.0094+00.0093+50.0010.243:13:1
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_46.dgncafreeman210/24/2017
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PROJ. REFERENCE NO.SHEET NO.0551010005510100055101000551010005510100055101000X-46R-50142.55104+00.00104+50.00105+00.00105+50.00103+50.00103+00.002.402.402.403:1
3:
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1
3:
10.0600.0600.853:13:11.052.472.472.470.0600.0606.9:13:11.003:
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2.542.542:1
16:10.0600.060ROCK PLATING2.432.433:1
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GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFHCHCCLEARINGDENOTES HANDR:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_psh11.dgncafreeman210/26/2017EEIN WETLANDDENOTES EXCAVATIONSHEET 21 OF 41PERMIT DRAWINGHCHCHAND CLEARINGV10=0.7fpsQ10=2.1cfsCAMA WETLANDEXCAVATION INCAMA WETLANDHAND CLEARING IN SITE 10SITE 11V10=0.7fpsQ10=2.0cfsV10=1.3fpsQ10=0.7cfs110+00
120+00115+00
125+00HEADSTONESWALLDISTURBDO NOT WALLEXISTINGSOIL36" WD36" WD36" CHL24" BKCEMETARYCONCCONCGRPUMP STATION48" ROPEBST
48" VINYL48" VINYL60" WDDK
CONCGR60" WD72" CHLGR36" CHLCONCCONCCONCORLANDO MEEKINS LN CONC36" CHL48" CHLBSTGRDKGRARBORSOI
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45.00'
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M COLINGTON POINT DEVELOPERS, LLCDB 1702 - PG 237PB G - PG 300STANLEY W. MOOREDB 898 - PG 262PB C - PG 122DMARK D. NUNEMAKERDB 1615 - PG 366PB C - PG 122DCEMETARYPB C - PG 122DPB C - PG 122DJUDY M. DEAVERDB 1615 - PG 364PB C - PG 122DCAROLINA TELEPHONEDB 1763 - PG 45PB C - PG 182EJAMES FRANKLIN MOOREDB 745 - PG 712PB C - PG 91CMILDRED B. BYRUMDB 1566 - PG 184MURRAY EUGENE BRIDGESDB 232 - PG 579CLAUDE H. EUREDB 1590 - PG 249WILLIAM WALTER LADOW, JR.DB 1907 - PG 271PB H - PG 65JAMES M. SMITHDB 1878 - PG 198DB 1473 - PG 41PB H - PG 65SANDRA JEAN LADOWJIMMIE D. SUMMERELLDB 12E - PG 172PB 8 - PG 14CHARLOTTE M. BEASLEYDB 142 - PG 189PB 8 - PG 14DAVIE L. FLOYDDB 1845 - PG 233DB 1669 - PG 363HHHHWATERSEDGE RD 19.5' BST7374717219.5' BSTMARSHY RIDGE RDPB C - PG 111CPB C - PG 91CDB 1900 - PG 487MARSHY RIDGE RETREAT75PB C - PG 122DDB 2034 - PG 987ROBERT SHANE MOOREWB 16E - PG -103JUDY M. DEAVERDB 1981 - PG 765COLLINGTON POINTE LLCDB 1948 - PG 114COLLINGTON RD LLCFIE
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COLINGTON RD 64666768697172737576807778798384818270747372717574CAMACAMACAMACAMAREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED11R-5014NAD 83/NA 2011
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2
" RCP-I
V
1
2
" RCP-I
V
12"
R
C
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V 18" RCP-IV 18" RCP-IV REQ SLOPE = 0.002 FT/FTDDE QTY = 2.9 CYSEE DETAIL 'D'STANDARD V DITCH18" RCP-IV 12"
R
C
P-I
V
18" RCP-IV SEE DETAIL 'C'SPECIAL CUT DITCHNATURAL GROUND ELEVATIONSTIE DITCH TO EXISTING BERM TIE PROPOSED BERM TO SEE DETAIL NBERM18" RCP-IV FILL SLOPE AT ELEV. 4.1'TIE PROPOSED BERM TO 3:1D ( Not to Scale)SPECIAL CUT DITCH W/ EARTHEN BERMDETAIL NSlopeDitchFrontGroundNaturalFROM -L- STA. 108+25 TO STA. 111+00 LT3:1GroundNaturalROWdVariable3:1
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F
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GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFHCHCCLEARINGDENOTES HANDR:\Hydraulics\PERMITS_Environmental\Drawings\With contours\R-5014_Hyd_prm_wet_con_psh11.dgncafreeman210/26/2017EEIN WETLANDDENOTES EXCAVATIONSHEET 22 OF 41PERMIT DRAWINGHCHCHAND CLEARINGV10=0.7fpsQ10=2.1cfsCAMA WETLANDEXCAVATION INCAMA WETLANDHAND CLEARING IN SITE 10SITE 11V10=0.7fpsQ10=2.0cfsV10=1.3fpsQ10=0.7cfs110+00
120+00115+00
125+00HEADSTONESWALLDISTURBDO NOT WALLEXISTINGSOIL36" WD36" WD36" CHL24" BKCEMETARYCONCCONCGRPUMP STATION48" ROPEBST
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M COLINGTON POINT DEVELOPERS, LLCDB 1702 - PG 237PB G - PG 300STANLEY W. MOOREDB 898 - PG 262PB C - PG 122DMARK D. NUNEMAKERDB 1615 - PG 366PB C - PG 122DCEMETARYPB C - PG 122DPB C - PG 122DJUDY M. DEAVERDB 1615 - PG 364PB C - PG 122DCAROLINA TELEPHONEDB 1763 - PG 45PB C - PG 182EJAMES FRANKLIN MOOREDB 745 - PG 712PB C - PG 91CMILDRED B. BYRUMDB 1566 - PG 184MURRAY EUGENE BRIDGESDB 232 - PG 579CLAUDE H. EUREDB 1590 - PG 249WILLIAM WALTER LADOW, JR.DB 1907 - PG 271PB H - PG 65JAMES M. SMITHDB 1878 - PG 198DB 1473 - PG 41PB H - PG 65SANDRA JEAN LADOWJIMMIE D. SUMMERELLDB 12E - PG 172PB 8 - PG 14CHARLOTTE M. BEASLEYDB 142 - PG 189PB 8 - PG 14DAVIE L. FLOYDDB 1845 - PG 233DB 1669 - PG 363HHHHWATERSEDGE RD 19.5' BST7374717219.5' BSTMARSHY RIDGE RDPB C - PG 111CPB C - PG 91CDB 1900 - PG 487MARSHY RIDGE RETREAT75PB C - PG 122DDB 2034 - PG 987ROBERT SHANE MOOREWB 16E - PG -103JUDY M. DEAVERDB 1981 - PG 765COLLINGTON POINTE LLCDB 1948 - PG 114COLLINGTON RD LLCFIE
L
D
D
R
AI
N FIELDDRAIN S
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22.3' BST
COLINGTON RD 64666768697172737576807778798384818270747372717574CAMACAMACAMACAMAREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED11R-5014NAD 83/NA 2011
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2
" RCP-I
V
1
2
" RCP-I
V
12"
R
C
P-I
V 18" RCP-IV 18" RCP-IV REQ SLOPE = 0.002 FT/FTDDE QTY = 2.9 CYSEE DETAIL 'D'STANDARD V DITCH18" RCP-IV 12"
R
C
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V
18" RCP-IV SEE DETAIL 'C'SPECIAL CUT DITCHNATURAL GROUND ELEVATIONSTIE DITCH TO EXISTING BERM TIE PROPOSED BERM TO SEE DETAIL NBERM18" RCP-IV FILL SLOPE AT ELEV. 4.1'TIE PROPOSED BERM TO 3:1D ( Not to Scale)SPECIAL CUT DITCH W/ EARTHEN BERMDETAIL NSlopeDitchFrontGroundNaturalFROM -L- STA. 108+25 TO STA. 111+00 LT3:1GroundNaturalROWdVariable3:1
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F
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C
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C
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-1-1-1-1-1-1-1 -1-1-1-1-10000
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000 00
0
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0
0
000
0
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2
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_48.dgncafreeman210/24/2017
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135+00
140+00
CONC
SOIL48" CHL36" WD48" CHL
SOIL72" CHLCRAB POTSWD PIERWD PIERWD PIERWD PIERCONC7
2
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S
TI
NG R/WEXI
S
TI
NG R/WEXISTING R/WEXISTING R/WACCESS EASEMENT PCE, SL 525DB 1845 - PG 233DB 1669 - PG 363 HAROLD E. GESSFORDDB 402 - PG 194PB 8 - PG 14JOBY LANE BEASLEYDB 772 - PG 743DB 454 - PG 461PB E - PG 525LARRY REID PARKERDB 656 - PG 343SANDRA BEASLEY NEALDB 1823 - PG 222DARRELL BEASLEYDB 1871 - PG 374PB H - PG 270JAMIE S. PARKER, SR.DB 1000 - PG 749DALE BEASLEYDB 668 - PG 52PB H - PG 270ADRIAN S. BRIDGESDB 1143 - PG 287PB F - PG 368DAVID C. CREECYDB 1826 - PG 39BILLY CONRAD BEASLEYDB 844 - PG 762JERRY M. CREEFDB 1286 - PG 836PB F - PG 368ANDREW R. OTTAVIODB 1928 - PG 281PB 1 - PG 97PB F - PG 368BILLY CONRAD BEASLEYDB 839 - PG 104PB 1 - PG 97CARSON LEE BEASLEYJAMIE SCOTT PARKERDB 769 - PG 658DB 647 - PG 105COLINGTON RD
COLINGTON RD23.8' BST8882PB 1 - PG 97DB 1359 - PG 315CHESTER W. SMITH, 3RDPB 1 - PG 97DB 1586 - PG 155COLINGTON MOBILE HOME PARKDB 866 - PG 816GEORGE THOMAS BEASLEYPB 8 - PG 14DB 142 - PG 189CHARLOTTE M. BEASLEYDB 1669 - PG 363DB 1845 - PG 233DAVIE L. FLOYD84101103KIMBERLY PAIGE MURRYWB E - PG 353FIELDDRAIN FI
ELDDRAI
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T
S
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MP82848586878889 90919293949596979899103100101102103888284101103CAMACAMACAMA404404404404404Mitigation SiteCollington CreekDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED12R-5014NAD

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V DICOLLAREX. 18"CMP RETAIN 12" RCP-IV EST. DDE= 1CYSLOPE= 0.2604%SEE DETAIL DSTANDARD 'V' DITCHSEE DETAIL 'E'SPECIAL LATERIAL DITCHSEE DETAIL 'E'SPECIAL LATERIAL DITCH12" RCP-IV 12" RCP-IV 12" RCP-IV 12" RCP-IV REMOVE EXIST. 8" HDPEAPPROX. 24' EXIST. 3@24"RCPCOLLAR AND EXTENDNATURAL GROUND ELEVATIONSTIE DITCH TO NATURAL GROUND ELEVATIONSTIE DITCH TO EXIST. 12" RCP RETAIN SEE DETAIL 'A'SPECIAL CUT DITCHSEE DETAIL 'F'SPECIAL CUT DITCH.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 135+50 TO STA. 137+32 RTDETAIL AMin. D=1.0 Ft.GroundNaturalSlopeDitchFrontGroundNatural3:13:1D ( Not to Scale)STANDARD 'V' DITCHFROM -L- STA. 137+32 TO STA. 137+65 RTMin. D=Var., 0-0.5 FTDETAIL DGroundNatural( Not to Scale)SPECIAL LATERAL 'V' DITCH3:1DFROM -L- STA. 131+40 TO STA. 134+70 LTFROM -L- STA. 127+64 TO STA. 129+10 LTMin. D=Var., 0-1 FTDETAIL EGroundNatural
3:1 SlopeFill.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 129+30 TO STA. 135+10 RTDETAIL FMin. D=Var., 0-1 FTGroundNaturalSlopeDitchFront12" RCP-IV 12" RCP-IV
.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 127+75 TO STA. 129+00 RTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFront12" RCP-IV RCP-IV 12"RCP-IV 12"SEE DETAIL 'C'SPECIAL CUT DITCHOF 18"CAAP.EX. 18"CMP WITH APROX. 8.5'COLLAR AND EXTEND RCP-IV 12" TB 2GI-DTBJBw/MHCONVERT to 130+00
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S
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P ACCESS EASEMENT PCE, SL 525DB 1845 - PG 233DB 1669 - PG 363 HAROLD E. GESSFORDDB 402 - PG 194PB 8 - PG 14JOBY LANE BEASLEYDB 772 - PG 743DB 454 - PG 461PB E - PG 525LARRY REID PARKERDB 656 - PG 343SANDRA BEASLEY NEALDB 1823 - PG 222DARRELL BEASLEYDB 1871 - PG 374PB H - PG 270JAMIE S. PARKER, SR.DB 1000 - PG 749DALE BEASLEYDB 668 - PG 52PB H - PG 270ADRIAN S. BRIDGESDB 1143 - PG 287PB F - PG 368DAVID C. CREECYDB 1826 - PG 39BILLY CONRAD BEASLEYDB 844 - PG 762JERRY M. CREEFDB 1286 - PG 836PB F - PG 368ANDREW R. OTTAVIODB 1928 - PG 281PB 1 - PG 97PB F - PG 368BILLY CONRAD BEASLEYDB 839 - PG 104PB 1 - PG 97CARSON LEE BEASLEYJAMIE SCOTT PARKERDB 769 - PG 658DB 647 - PG 1058882PB 1 - PG 97DB 1359 - PG 315CHESTER W. SMITH, 3RDPB 1 - PG 97DB 1586 - PG 155COLINGTON MOBILE HOME PARKDB 866 - PG 816GEORGE THOMAS BEASLEYPB 8 - PG 14DB 142 - PG 189CHARLOTTE M. BEASLEYDB 1669 - PG 363DB 1845 - PG 233DAVIE L. FLOYD84101103KIMBERLY PAIGE MURRYWB E - PG 353CFCF FF FFC C CC FC F
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GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFR:\Hydraulics\PERMITS_Environmental\Drawings\With contours\R-5014_Hyd_prm_wet_con_psh12.dgncafreeman21/8/2018SSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SHEET 26 OF 41PERMIT DRAWINGFOR ENLARGEMENTSEE SHEET 27 OF 41MITIGATION SITECOLINGTON CREEKHCHCCLEARINGDENOTES HANDV10=1.5fpsQ10=0.5cfs12" DRIVE PIPEV10=0.8fpsQ10=2.3cfsV10=1.2fpsQ10=2.3cfsFILL IN WETLANDFILL IN WETLANDFILL IN WETLANDSITE 12SITE 13SITE 14SITE 15WETLANDFILL IN CAMASURFACE WATER IMPACTSWATER IMPACTSTEMPORARY SURFACE V10=0.8fpsQ10=3.8cfsWATER IMPACTSTEMPORARY SURFACE CAMA WETLANDHAND CLEARING IN HAND CLEARINGHAND CLEARINGHAND CLEARING130+00
135+00
140+00
CONC
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NG R/WEXI
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NG R/WEXISTING R/WEXISTING R/WACCESS EASEMENT PCE, SL 525DB 1845 - PG 233DB 1669 - PG 363 HAROLD E. GESSFORDDB 402 - PG 194PB 8 - PG 14JOBY LANE BEASLEYDB 772 - PG 743DB 454 - PG 461PB E - PG 525LARRY REID PARKERDB 656 - PG 343SANDRA BEASLEY NEALDB 1823 - PG 222DARRELL BEASLEYDB 1871 - PG 374PB H - PG 270JAMIE S. PARKER, SR.DB 1000 - PG 749DALE BEASLEYDB 668 - PG 52PB H - PG 270ADRIAN S. BRIDGESDB 1143 - PG 287PB F - PG 368DAVID C. CREECYDB 1826 - PG 39BILLY CONRAD BEASLEYDB 844 - PG 762JERRY M. CREEFDB 1286 - PG 836PB F - PG 368ANDREW R. OTTAVIODB 1928 - PG 281PB 1 - PG 97PB F - PG 368BILLY CONRAD BEASLEYDB 839 - PG 104PB 1 - PG 97CARSON LEE BEASLEYJAMIE SCOTT PARKERDB 769 - PG 658DB 647 - PG 105COLINGTON RD
COLINGTON RD23.8' BST8882PB 1 - PG 97DB 1359 - PG 315CHESTER W. SMITH, 3RDPB 1 - PG 97DB 1586 - PG 155COLINGTON MOBILE HOME PARKDB 866 - PG 816GEORGE THOMAS BEASLEYPB 8 - PG 14DB 142 - PG 189CHARLOTTE M. BEASLEYDB 1669 - PG 363DB 1845 - PG 233DAVIE L. FLOYD84101103KIMBERLY PAIGE MURRYWB E - PG 353FIELDDRAIN FI
ELDDRAI
N FIELDDRAIN STS
T
S
T
18" CMP82848586878889 90919293949596979899103100101102103888284101103CAMACAMACAMA404404404404404Mitigation SiteCollington CreekDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED12R-5014NAD

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2
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1SEE SHEET 11MATCH LINE -L- STA. 125+50.00SEE SH EET 13
M ATCH LINE -L- STA. 142+00.00SEE SHEET 25 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUS.DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:12" RCP-
I
V DICOLLAREX. 18"CMP RETAIN 12" RCP-IV EST. DDE= 1CYSLOPE= 0.2604%SEE DETAIL DSTANDARD 'V' DITCHSEE DETAIL 'E'SPECIAL LATERIAL DITCHSEE DETAIL 'E'SPECIAL LATERIAL DITCH12" RCP-IV 12" RCP-IV 12" RCP-IV 12" RCP-IV REMOVE EXIST. 8" HDPEAPPROX. 24' EXIST. 3@24"RCPCOLLAR AND EXTENDNATURAL GROUND ELEVATIONSTIE DITCH TO NATURAL GROUND ELEVATIONSTIE DITCH TO EXIST. 12" RCP RETAIN SEE DETAIL 'A'SPECIAL CUT DITCHSEE DETAIL 'F'SPECIAL CUT DITCH.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 135+50 TO STA. 137+32 RTDETAIL AMin. D=1.0 Ft.GroundNaturalSlopeDitchFrontGroundNatural3:13:1D ( Not to Scale)STANDARD 'V' DITCHFROM -L- STA. 137+32 TO STA. 137+65 RTMin. D=Var., 0-0.5 FTDETAIL DGroundNatural( Not to Scale)SPECIAL LATERAL 'V' DITCH3:1DFROM -L- STA. 131+40 TO STA. 134+70 LTFROM -L- STA. 127+64 TO STA. 129+10 LTMin. D=Var., 0-1 FTDETAIL EGroundNatural
3:1 SlopeFill.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 129+30 TO STA. 135+10 RTDETAIL FMin. D=Var., 0-1 FTGroundNaturalSlopeDitchFront12" RCP-IV 12" RCP-IV
.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 127+75 TO STA. 129+00 RTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFront12" RCP-IV RCP-IV 12"RCP-IV 12"SEE DETAIL 'C'SPECIAL CUT DITCHOF 18"CAAP.EX. 18"CMP WITH APROX. 8.5'COLLAR AND EXTEND RCP-IV 12" TB 2GI-DTBJBw/MHCONVERT to 130+00
135+00
140+00828485868788 8990919293949596979899103100101102103888284101103PCF, SL 368POWER EASEMENT30.00'EI
P
EI
PCMFROM R/WCM 0.30'CMCMEIP
EXI
S
TI
NG R/WEXI
STI
NG R/WEXISTING R/WEXISTING R/WEI
PACCESS EASEMENT PCE, SL 525DB 1845 - PG 233DB 1669 - PG 363 HAROLD E. GESSFORDDB 402 - PG 194PB 8 - PG 14JOBY LANE BEASLEYDB 772 - PG 743DB 454 - PG 461PB E - PG 525LARRY REID PARKERDB 656 - PG 343SANDRA BEASLEY NEALDB 1823 - PG 222DARRELL BEASLEYDB 1871 - PG 374PB H - PG 270JAMIE S. PARKER, SR.DB 1000 - PG 749DALE BEASLEYDB 668 - PG 52PB H - PG 270ADRIAN S. BRIDGESDB 1143 - PG 287PB F - PG 368DAVID C. CREECYDB 1826 - PG 39BILLY CONRAD BEASLEYDB 844 - PG 762JERRY M. CREEFDB 1286 - PG 836PB F - PG 368ANDREW R. OTTAVIODB 1928 - PG 281PB 1 - PG 97PB F - PG 368BILLY CONRAD BEASLEYDB 839 - PG 104PB 1 - PG 97CARSON LEE BEASLEYJAMIE SCOTT PARKERDB 769 - PG 658DB 647 - PG 1058882PB 1 - PG 97DB 1359 - PG 315CHESTER W. SMITH, 3RDPB 1 - PG 97DB 1586 - PG 155COLINGTON MOBILE HOME PARKDB 866 - PG 816GEORGE THOMAS BEASLEYPB 8 - PG 14DB 142 - PG 189CHARLOTTE M. BEASLEYDB 1669 - PG 363DB 1845 - PG 233DAVIE L. FLOYD84101103KIMBERLY PAIGE MURRYWB E - PG 353CFCF FF FFC C CC FC F
F
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FCCCFFFFFFFFFFFFFFFFFFFFFFFFF
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F
CFCCCCCCCCCCCFCFCFCCCC
FCCCFFFFFFFFFFFFFFFFFFFFFFF-3-2-2-2
-1-1-1
-1-
1
-1-1-1-1-1
-1-1-1-100
0 00
0000 00000
0000000
000 00 000000
00000
000
0
0
000000
0
00000 0111111
1111111111111
1111111
111 111111
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11
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1
1
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2
2 222
22
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22
22 22
2
22 222222
22222 2222 2222
2
2
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2
2 222222222223
333333 33 3
3
3
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3 44
4 44444444
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GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY DARE COUNTYPROJECT: R-5014 (41162.1.1) SHEET 27 OF 41R:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_enlargment_psh12.dgncafreeman21/8/2018PLAN VIEWNCDOTDIVISION OF HIGHWAYS1/2/18HCHCCLEARINGDENOTES HANDV10=1.5fpsQ10=0.5cfs12" DRIVE PIPESITE 12WETLANDFILL IN CAMASURFACE WATER IMPACTSWATER IMPACTSTEMPORARY SURFACE V10=0.8fpsQ10=3.8cfsWATER IMPACTSTEMPORARY SURFACE CAMA WETLANDHAND CLEARING IN CONC 36" WDSOILCONC
CONCSOILSOIL
SOILSOILBEASLEY LANE SOILCOLINGTON RD 21.6' BST
SOILACCESS EASEMENT PCE, SL 525CHARLOTTE M. BEASLEY HAROLD E. GESSFORDDB 402 - PG 194PB 8 - PG 14JOBY LANE BEASLEYDB 772 - PG 743DB 454 - PG 461PB E - PG 525CARSON LEE BEASLEYKIMBERLY PAIGE MURRYWB E - PG 353FIELDDRAIN 828485868990CAMACAMA SEE SHEET 11MATCH LINE -L- STA. 125+50.00SEE DETAIL 'E'SPECIAL LATERIAL DITCH12" RCP-IV 12" RCP-IV APPROX. 24' EXIST. 3@24"RCPCOLLAR AND EXTEND12" RCP-IV 12" RCP-IV 12" RCP-IV
RCP-IV 12"SEE DETAIL 'C'SPECIAL CUT DITCH828485868990C
MEIP ACCESS EASEMENT PCE, SL 525HAROLD E. GESSFORDDB 402 - PG 194PB 8 - PG 14JOBY LANE BEASLEYDB 772 - PG 743DB 454 - PG 461PB E - PG 525CARSON LEE BEASLEYKIMBERLY PAIGE MURRYWB E - PG 353CFCF
F
F
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F C
C
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C
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C
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_57.dgncafreeman210/24/2017 WLBSITE 13SHEET 28 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-57R-50142.55128+50.00129+00.00129+50.00130+00.00130+50.00130+98.953:
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0.0600.0603:13:
13:12.092.243:
1
0.0600.0603:
1
0.0600.0603:13:
13:12.142.293:
1
0.0600.0603:
1
0.0600.0603:13:
11.273:1
3:
13:10.0600.0601.223:1
0.0600.0603:1
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_59.dgncafreeman210/24/2017 WLBSITE 14SHEET 29 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-59R-50142.55134+50.00135+00.00135+50.00136+00.00136+50.00133+95.793:
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3:
13:10.0600.0600.770.0600.0603:11.023:1
3:
13:10.0600.0600.783:1
0.0600.0603:
1
0.0600.0603:
1
0.0600.0603:13:
11.563:1
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_60.dgncafreeman210/24/2017 WLBSITE 15SHEET 30 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-60R-50142.55137+00.00137+50.00138+00.00138+50.00139+00.00137+08.694:10.0040.0041.173:13:
1 4:10.0000.0001.153:13:
1 3:14:10.0200.0203:10.0400.0404:14:10.0400.0404:10.0400.0408.6:1
GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFEEIN WETLANDDENOTES EXCAVATIONSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_psh14.dgncafreeman21/8/2018SHEET 31 OF 41PERMIT DRAWINGL STA. 163+08 TO 173+60 LT.2:1 SLOPES USING ROCK PLATING FROMHCHCCLEARINGDENOTES HANDV10=0.54fpsQ10=0.48cfsV10=2.0fpsQ10=1.9cfs15" DRIVE PIPEFILL IN CAMA WETLAND SURFACE WATER IMPACTSFILL IN SAVFILL IN SAVSURFACE WATER IMPACTSFILL IN SAVFILL IN SAVFILL IN WETLANDSITE 16SITE 16SITE 17FILL IN WETLANDSAVHAND CLEARINGWETLANDFILL IN CAMA155+00
160+00
165+0048" CHL48" CHL48" CHLCONCSOIL12" WD POSTSWD PIER WD PIERWD DOCK72" WD
72" WDCONC WD PIERWD PIER
CONCSOILSOI
LS
OI
LDKCONC
SOILSOILSOILSOILSOIL
SO
IL
SO
IL
COLINGTON RD 23.3' BSTCOLINGTON RD 23.9' BSTCREEKSIDE LANE SOIL
WALKABOUT LANE SOIL
PC2, SL 209UTILITY EASE5.00'CMEXISTING R/WEXISTI
NG R/WEXISTING R/WEXISTING R/WNC DEPARTMENT OF TRANSPORTATIONDB 357 - PG 709PB D - PG 328WALKABOUT, LLCDB 1781 - PG 7ARGIE SHULTZDB 1221 - PG 301PB 2 - PG 209FAY B. MAJORDB 1681 - PG 193PB 2 - PG 209ARGIE SHULTZDB 958 - PG 497PB 2 - PG 209DB 1041 - PG 743PB 2 - PG 209J. FRAZIER EDWARD TTEEDB 1790 - PG 117J. CARL HAYESDB 427 - PG 134PB C - PG 7BDARE COUNTYDB 922 - PG 519PB C - PG 7BHH12" CMPWILLENE P. SIMPSONDB 312 - PG 926SOILCONCCONCRALPH DEAN BEASLEY HEIRSWB 14E - PG 240DB 1964 - PG 309WALKABOUT LLCWB E - PG 125DABNEY & KIM SHORTWB E - PG 125DABNEY & KIM SHORTDB 1781 - PG 7WALKABOUT, LLCDB 2071 - PG 204TANYA N. HILLJASON B. HILLCHERYL M. JEFFERSW.E. BENNETTF
IELD
DRA
IN
FIELDDRAIN STST106107108110111112113114115116105109CAMACAMA4
0
4 Mitigation SiteCollington Creek
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED14R-5014NAD 83/NA 2011SEE SHEET 13MATCH LINE -L- STA. 154+50.00SEE SHEET 15MATCH LINE -L- STA. 168+00.00SEE SHEET 26 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUS AND HORIZONTAL SSDDESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:12" CMPRETAIN EXIST.EXIST. 12" CMP INVERTTIE DITCH TO SEE DETAIL 'G'SPECIAL CUT DITCH15" RCPREMOVE EXIST.15" RCP-
I
V SEE DETAIL 'F'SPECIAL CUT DITCHDITCHTIE PROP. CUT DITCH TO EXISTINGSEE DETAIL 'F'SPECIAL CUT DITCHGRADE TO DRAINSEE DETAIL 'C'SPECIAL CUT DITCH12" RCP-IV15" RCP-IV15" RCP-IVNATURAL GROUND ELEVATIONSTIE DITCH TO Flatter
4:1 orDFlatter6:1 or( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 155+57 TO STA. 156+14 RTDETAIL GMin. D= 0.5 Ft.SlopeDitchFrontGroundNaturalFlatter
4:1 orDFlatter3:1 or( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 161+80 TO STA. 163+61 RTFROM -L- STA. 158+00 TO STA. 161+41 RTDETAIL FMin. D=Var., 0-1 FTSlopeDitchFrontGroundNatural.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 161+20 TO STA. 162+88 LTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFrontFFFCCFFFFFFFCFCFCFFCFCCCCCCFFCFFFFFFFFFFFFFFFFFFFFFFFFFF
GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFEEIN WETLANDDENOTES EXCAVATIONSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\With contours\R-5014_Hyd_prm_wet_con_psh14.dgncafreeman21/8/2018SHEET 32 OF 41PERMIT DRAWINGL STA. 163+08 TO 173+60 LT.2:1 SLOPES USING ROCK PLATING FROMHCHCCLEARINGDENOTES HANDV10=0.54fpsQ10=0.48cfsV10=2.0fpsQ10=1.9cfs15" DRIVE PIPEFILL IN CAMA WETLAND SURFACE WATER IMPACTSFILL IN SAVFILL IN SAVSURFACE WATER IMPACTSFILL IN SAVFILL IN SAVFILL IN WETLANDSITE 16SITE 16SITE 17FILL IN WETLANDSAVHAND CLEARINGWETLANDFILL IN CAMA155+00
160+00
165+0048" CHL48" CHL48" CHLCONCSOIL12" WD POSTSWD PIER WD PIERWD DOCK72" WD
72" WDCONC WD PIERWD PIER
CONCSOILSOI
LS
OI
LDKCONC
SOILSOILSOILSOILSOIL
SO
IL
SO
IL
COLINGTON RD 23.3' BSTCOLINGTON RD 23.9' BSTCREEKSIDE LANE SOIL
WALKABOUT LANE SOIL
PC2, SL 209UTILITY EASE5.00'CMEXISTING R/WEXISTI
NG R/WEXISTING R/WEXISTING R/WNC DEPARTMENT OF TRANSPORTATIONDB 357 - PG 709PB D - PG 328WALKABOUT, LLCDB 1781 - PG 7ARGIE SHULTZDB 1221 - PG 301PB 2 - PG 209FAY B. MAJORDB 1681 - PG 193PB 2 - PG 209ARGIE SHULTZDB 958 - PG 497PB 2 - PG 209DB 1041 - PG 743PB 2 - PG 209J. FRAZIER EDWARD TTEEDB 1790 - PG 117J. CARL HAYESDB 427 - PG 134PB C - PG 7BDARE COUNTYDB 922 - PG 519PB C - PG 7BHH12" CMPWILLENE P. SIMPSONDB 312 - PG 926SOILCONCCONCRALPH DEAN BEASLEY HEIRSWB 14E - PG 240DB 1964 - PG 309WALKABOUT LLCWB E - PG 125DABNEY & KIM SHORTWB E - PG 125DABNEY & KIM SHORTDB 1781 - PG 7WALKABOUT, LLCDB 2071 - PG 204TANYA N. HILLJASON B. HILLCHERYL M. JEFFERSW.E. BENNETTF
IELD
DRA
IN
FIELDDRAIN STST106107108110111112113114115116105109CAMACAMA4
0
4 Mitigation SiteCollington Creek
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED14R-5014NAD 83/NA 2011SEE SHEET 13MATCH LINE -L- STA. 154+50.00SEE SHEET 15MATCH LINE -L- STA. 168+00.00SEE SHEET 26 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUS AND HORIZONTAL SSDDESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:12" CMPRETAIN EXIST.EXIST. 12" CMP INVERTTIE DITCH TO SEE DETAIL 'G'SPECIAL CUT DITCH15" RCPREMOVE EXIST.15" RCP-
I
V SEE DETAIL 'F'SPECIAL CUT DITCHDITCHTIE PROP. CUT DITCH TO EXISTINGSEE DETAIL 'F'SPECIAL CUT DITCHGRADE TO DRAINSEE DETAIL 'C'SPECIAL CUT DITCH12" RCP-IV15" RCP-IV15" RCP-IVNATURAL GROUND ELEVATIONSTIE DITCH TO Flatter
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4:1 orDFlatter3:1 or( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 161+80 TO STA. 163+61 RTFROM -L- STA. 158+00 TO STA. 161+41 RTDETAIL FMin. D=Var., 0-1 FTSlopeDitchFrontGroundNatural.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 161+20 TO STA. 162+88 LTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFrontFFFCCFFFFFFFCFCFCFFCFCCCCCCFFCFFFFFFFFFFFFFFFFFFFFFFFFFF-2-1-1-1-
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SITE 16WLBSAVSAVSITE 16SITE 16SAVR:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_69.dgncafreeman210/24/2017
SHEET 33 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-69R-50142.55163+00.00163+50.00164+00.00164+50.00165+00.00165+50.003:1
4:10.0200.0203:1
3:
10.0200.0201.723:
14:10.0200.0202.020.0200.0202:1ROCK PLATING3:10.0200.0203:10.0200.0202:1ROCK PLATING3:10.0200.0203:10.0200.0202:1ROCK PLATING3:10.0200.0203:10.0200.0202:1ROCK PLATING3:10.0200.0203:10.0200.0202:1ROCK PLATING
SITE 16SAVSITE 16SAVWLBSITE 18WLBWLBWLBWLBSITE 17SITE 17SITE 16R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_70.dgncafreeman210/24/2017
SHEET 34 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-70R-50142.55166+00.00166+50.00167+00.00167+50.00168+00.00167+30.600.0190.0203:10.0190.0202:1ROCK PLATING0.0040.0203:10.0040.0202:1ROCK PLATING3:10.0280.0283:10.0280.0282:1ROCK PLATING3:10.0430.0433:10.0430.0432:1ROCK PLATING3:10.0520.0523:10.0520.0522:1ROCK PLATING3:10.0600.0603:10.0600.0602:1ROCK PLATING
GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFR:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_psh15.dgncafreeman21/8/2018SHEET 35 OF 41PERMIT DRAWINGHCHCCLEARINGDENOTES HANDFILL IN WETLANDFILL IN WETLANDFILL IN WETLANDSITE 18SITE 19SITE 20SITE 21SAVCAMA WETLANDHAND CLEARING IN HAND CLEARING HAND CLEARING HAND CLEARING FILL IN WETLANDSITE 17FILL IN CAMA WETLANDWETLANDFILL IN CAMA170+00
175+00
1
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0
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0
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NG R/WDWIGHT H. WHELESSDB 607 - PG 357DB 322 - PG 967GEORGE GARDNERDB 1711 - PG 491JIMMIE D. SUMMERELLDB 1013 - PG 871D. S. E. INVESTMENT, LLCDB 1888 - PG 423DB 1711 - PG 490PB F - PG 300DB 1873 - PG 77PB G - PG 229COLINGTON CAFEDB 1315 - PG 360JEFFREY D. JACOBSONDB 848 - PG 693STACY NEIL LANCASTERDB 1758 - PG 44PB G - PG 229DOUGLAS E. STOVERDB 2052 - PG 534PB B - PG 70CONCDI15" H
DPEDARE COUNTYDB 922 - PG 519PB C - PG 7BCONC13113213311919.3' BSTDRIVEBAUM BAY116129122DB 78 PG 206UNITED STATES DEPARTMENT OF INTERIORDB 78 - PG 206UNITED STATES DEPARTMENT OF INTERIORDB 1734 - PG 2ROBERT CRAIG WHITTENPB B - PG 70DB 1207 - PG 586BAUM BAY HARBOR CIVIC ASSOCIATIONPB F - PG 300PB E - PG 23DB 1794 - PG 16ROBERT W. NUSBAUMPB A - PG 214PB A - PG 233DB 1828 - PG 2101085 COLLINGTON RD LLCPB C - PG 7B DB 922 - PG 519DARE COUNTYDANIEL P. PARSONS ETALDB 1923 - PG 435DAYSPRING FARMS LLCDAVID RANDOLPH PARSONS ETALDB 1734 - PG 2ROBERT CRAIG WHITTENFIELDDRAINNLNLROOTSVISIBLE BRI
CK PLANTERSI
GN WI
THAT BASE)
(APPROX. 21' CI
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INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED15R-5014NAD 83/NA 2011SEE SH EET 14MATCH LINE -L- STA. 168+00.00
SEE SHEET 16MATCH LINE -L- STA. 183+50.00GTD = GRADE TO DRAINSEE SHEET 26 AND 27 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUSDESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:NATURAL GROUND ELEVATIONSTIE DITCH TO SEE DETAIL 'F'SPECIAL CUT DITCHSEE DETAIL 'B'SPECIAL CUT DITCH15" RCP-IV 15" RCP-IV SEE DETAIL 'F'SPECIAL CUT DITCHNATURAL GROUND ELEVATIONSTIE DITCH TO EXIST. 15"RCPRETAIN EXIST. 15"RCPRETAIN EXIST. 15"CMPRETAINDI15" RCP-IV 15" RCP-IV 15" RCP-IV EXIST. 24" HDPEREMOVEEXIST. 12" HDPEREMOVE EXIST. 15" HDPEREMOVEEXIST. 15" CMPREMOVE1
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NG R/WDWIGHT H. WHELESSDB 607 - PG 357DB 322 - PG 967GEORGE GARDNERDB 1711 - PG 491JIMMIE D. SUMMERELLDB 1013 - PG 871D. S. E. INVESTMENT, LLCDB 1888 - PG 423DB 1711 - PG 490PB F - PG 300DB 1873 - PG 77PB G - PG 229COLINGTON CAFEDB 1315 - PG 360JEFFREY D. JACOBSONDB 848 - PG 693STACY NEIL LANCASTERDB 1758 - PG 44PB G - PG 229DOUGLAS E. STOVERDB 2052 - PG 534PB B - PG 70CONCDI15" H
DPEDARE COUNTYDB 922 - PG 519PB C - PG 7BCONC13113213311919.3' BSTDRIVEBAUM BAY116129122DB 78 PG 206UNITED STATES DEPARTMENT OF INTERIORDB 78 - PG 206UNITED STATES DEPARTMENT OF INTERIORDB 1734 - PG 2ROBERT CRAIG WHITTENPB B - PG 70DB 1207 - PG 586BAUM BAY HARBOR CIVIC ASSOCIATIONPB F - PG 300PB E - PG 23DB 1794 - PG 16ROBERT W. NUSBAUMPB A - PG 214PB A - PG 233DB 1828 - PG 2101085 COLLINGTON RD LLCPB C - PG 7B DB 922 - PG 519DARE COUNTYDANIEL P. PARSONS ETALDB 1923 - PG 435DAYSPRING FARMS LLCDAVID RANDOLPH PARSONS ETALDB 1734 - PG 2ROBERT CRAIG WHITTENFIELDDRAINNLNLROOTSVISIBLE BRI
CK PLANTERSI
GN WI
THAT BASE)
(APPROX. 21' CI
R. TREELARGE OAK 116117118119120121122123124125126127128130131132133131132133119116129129122CAMACAMA404404404DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED15R-5014NAD 83/NA 2011SEE SH EET 14MATCH LINE -L- STA. 168+00.00
SEE SHEET 16MATCH LINE -L- STA. 183+50.00GTD = GRADE TO DRAINSEE SHEET 26 AND 27 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUSDESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:NATURAL GROUND ELEVATIONSTIE DITCH TO SEE DETAIL 'F'SPECIAL CUT DITCHSEE DETAIL 'B'SPECIAL CUT DITCH15" RCP-IV 15" RCP-IV SEE DETAIL 'F'SPECIAL CUT DITCHNATURAL GROUND ELEVATIONSTIE DITCH TO EXIST. 15"RCPRETAIN EXIST. 15"RCPRETAIN EXIST. 15"CMPRETAINDI15" RCP-IV 15" RCP-IV 15" RCP-IV EXIST. 24" HDPEREMOVEEXIST. 12" HDPEREMOVE EXIST. 15" HDPEREMOVEEXIST. 15" CMPREMOVE1
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" RCP-I
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10:1 orDFlatter10:1 or( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 180+34 TO STA. 181+18 LTDETAIL PMin. D=Var., 0-0.5 FTSlopeDitchFrontGroundNaturalSEE DETAIL 'P'DITCHSPECIAL CUTIRON PIPE12" DUCTILERETAIN15" CMPREMOVE EXIST.RCP-
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V 15"SHEET 2-C2SEE SPEC. DET.DIRETAINEXIST. DIAPPROX. 13' 24"CAAPEXIST. 24"CMP WITHCOLLAR AND EXTEND WITH TRAFFIC BEARING JBREMOVE AND REPLACE WITH TRAFFIC BEARING JBREMOVE AND REPLACE 15" RCP-IV 15" RCP-IV FFFF FF FC FCC FC F
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_71.dgncafreeman210/24/2017SITE 18SITE 18WLBSITE 18WLBSITE 18WLBSITE 18WLBSITE 18WLBWLBSHEET 37 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-71R-50142.55168+50.00169+00.00169+50.00170+00.00170+50.00169+63.223:10.0600.0603:10.0600.0602:1ROCK PLATING3:10.0600.0603:10.0600.0602:1ROCK PLATING3:10.0490.0493:10.0490.0492:1ROCK PLATING3:10.0430.0433:10.0430.0432:1ROCK PLATING3:
13:10.0250.0250.460.0250.0252:1ROCK PLATING3:
13:10.0010.0200.0010.0200.402:1ROCK PLATING
R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_72.dgncafreeman210/24/2017SITE 18WLBSITE 18SITE 18SITE 18WLBSITE 18WLBSITE 18WLBWLBWLBSHEET 38 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-72R-50142.55171+00.00171+50.00172+00.00172+50.00173+50.00172+98.503:
13:10.0200.0200.340.0200.0202:1ROCK PLATING3:
13:10.0200.0200.280.0200.0202:1ROCK PLATING3:
13:10.0200.0040.220.0200.0042:1ROCK PLATING3:
13:10.0200.0200.160.0200.0202:1ROCK PLATING3:
13:10.0430.0430.110.0430.0432:1ROCK PLATING3:
13:10.0600.0600.290.0600.0602:1ROCK PLATING
R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_73.dgncafreeman210/24/2017 SITE 19WLBSITE 19WLBSITE 19WLBSITE 19WLBSITE 20WLBSHEET 39 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-73R-50142.55174+00.00174+50.00175+00.00175+50.00176+00.00176+50.003:
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SITE 21WLBSHEET 40 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010151555101015155510101515551010151555101015155510101515X-75R-50142.55182+00.00180+00.00180+50.00181+00.00181+50.00179+50.003:14:10.0600.0603:10.0600.0603:14:10.0600.0603:10.0600.06010:14:110:10.0600.0605.964:10.0600.0603:10.0600.0603:110:110:10.0600.0605.923:10.0600.0603:10.0600.0604:14:10.0480.0484:10.0480.048
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 L Sta 53+87 to 55+73 Lt Roadway fill 0.04 0.02
2 L Sta 56+26 to 56+50 Lt/Rt Culvert Extension < 0.01 < 0.01 < 0.01 0.02 0.02 4 8
3 L Sta 61+37 Rt Roadway fill < 0.01 < 0.01
4 L Sta 66+13 to 70+24 Lt Roadway fill 0.22 0.05
5 L Sta 71+55 to 73+86 Rt Roadway fill / Culvert 0.28 0.03
6 L Sta 75+16 TO 76+73 Rt Culvert / Roadway fill 0.02 0.03
7 L Sta 85+34 to 88+03 Rt Roadway fill 0.04 0.02
8 L Sta 93+00 to 96+16 Lt Roadway fill 0.07 0.04
9 L Sta 103+90 to104+62 Lt/Rt Culvert Extension < 0.01 < 0.01 0.02 0.02
10 L Sta 108+75 to 109+77 Rt Tail Ditch 0.02
11 L Sta 116+55 to 117+54 Lt Roadway Ditch / Tail Ditch < 0.01 < 0.01
12 L Sta 126+78 to 127+40 Lt Culvert Extension/Roadway fill < 0.01 < 0.01 0.02 0.01
13 L Sta 129+64 to 130+19 Lt Roadway fill < 0.01 < 0.01
14 L Sta 135+70 to 136+10 Lt Roadway fill < 0.01 < 0.01
15 L Sta. 139+07 Lt Roadway fill < 0.01 < 0.01
16 L Sta 163+08 to 167+40 Lt Roadway fill 0.02 < 0.01
17 L Sta 166+91 to 169+80 Rt Roadway fill < 0.01 0.03
18 L Sta. 167+81 to 173+51 Lt Roadway fill 0.07 0.03
19 L Sta 174+77 to 176+84 Lt Roadway fill 0.05 0.03
20 L Sta. 175+29 to 175+95 Rt Roadway fill < 0.01 0.01
21 L Sta 179+50 Rt Roadway fill < 0.01 < 0.01
TOTALS*:0.83 < 0.01 0.33 0.08 0.05 4 8 0
*Rounded totals are sum of actual impacts
SHEET 41 OF 41
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
6/13/2018
DARE
R-5014
41162.1.1
NOTES: ***Quantities shown below are included in the above totals***
Site 2: 4 sqft of fill in CAMA wetland due to roadway fill.
Site 5: 0.10 acre total take of wetlands per 4B comment
Site 8: 0.07 acre of fill and 0.04 acre of hand clearing in CAMA wetland due to roadway fill.
Site 11: 7 sqft of excavation in CAMA wetland due to Roadway ditch and 23 sqft of hand clearing in CAMA wetland for tail ditch construction.
Site 12: 7 sqft of fill and 348 sqft of hand clearing in CAMA wetland due to roadway fill.
Sites 14 & 15: 132 sqft of fill and 0.01 acre of hand clearing in CAMA wetland due to roadway fill.
Site 16: 188 sqft of permanent fill in SAV due to 2:1 rock plated roadway fill slope. 653 sqft of fill in CAMA wetland due to roadway fill.
Site 17: 55 sqft of fill and 0.01 acre of hand clearing in CAMA wetland due to roadway fill. 32 sqft of fill in 404 wetland due to roadway fill.
Site 18: 0.07 acre of fill and 0.03 acre of hand clearing in CAMA wetland due to roadway fill.

R-5014
PROPOSED UTILITY NARRATIVE
DARE COUNTY

Date: March 19, 2018

Power
Owner: Dominion Power

Contact info: James Pulley [phone]
[e-mail]

Dominion Power will install a new pole line over a JS mitigation stream from L line station 126+60 left
to 127+60 left. This aerial line will not require any poles to be set in wetlands and the minimum
attachment at the lowest sag will be 20’.
Dominion Power will install a new pole line over 404 and CAMA wetlands from L line station 166+00
right to 170+00 right. This new line will require a new pole to be set in a 404 wetland at L line station
167+50 right. All other poles are existing and to remain.

Wetland impacts

 Dominion will hand clear .03 acres of wetlands from L line station 86+18 left to 88+48 left.
 Dominion will hand clear .157 of wetlands from L line station 164+54 right to 168+42 right and
temp fill less than .01 acres to set a pole.

Phone
Owner: CenturyLink

Contact info: Bruce Herrington [phone]
[e-mail]

CenturyLink will be installing new underground cable by method of directional drill at the following
locations. The locations are 404 and CAMA wetland areas.

 L line station 65+10 left to 71+15 left (404 wetland)
 L line station 74+75 right to 77+10 right (404 wetland)
 L line station 94+00 right to 96+00 right (CAMA wetland)

CATV
Owner: Spectrum

Contact Info: Cindy Muscia [phone]
[e-mail]

Spectrum will be attached to the Dominion poles over the JS mitigation area wetland area described in
the Dominion section. They will also be installing underground cable by method of directional drill at L
line station 53+75 left to 58+00 left.

Water
Owner: Town of Kill Devil Hills

Contact Info: Steve Albright [phone]
[e-mail]

The Town of Kill Devil Hills will be replacing an existing 8” AC waterline with new 8” PVC C900 waterline from L
line Station. 210+00 right to 232+00 left. This new line will not impact or be constructed around any
environmental wetlands and should not need permitting.
This relocation work will not be done near or around any wetlands.

Water
Owner: Dare County Water

Contact Info: Ken Flatt [phone]
[e-mail]

Dare County Water has an existing 8” AC water line that will be abandoned and replaced with the NCDOT
contractor installing a new 12” PVC water line for most of the project and will need to directional bore sensitive
wetland areas at the following locations.
 L line station 88+52 to station 96+63 (CAMA wetland and JS stream)
 L line station 123+99 right to 127+97 right (CAMA wetland)
 L line station 174+30 right to 178+10 right (404 wetland)

TIP PROJECT:R-5014-Y2-
D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
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EN D TIP PRO JECT R-5014
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BEG IN EXIST. BRIDG E
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BEG IN EXIST. BRIDG E
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-LA- PO T STA. 120+03.07 (BK) =
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DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS 09/08/9903-APR-2018 16:55R:\Utilities\Engineering\NEU\Permit Plans and Narrative\R-5014FinalNEUPlans1803013\R-5014_Ut_tsh_UE1_psh.dgn$$$$USERNAME$$$$

INDEX OF SH EETS

SHEET NO.
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
T.I.P. NO.

CROATAN H IGH W AY IN KILL DEVIL H ILLS
LOCATION: SR 1217,COLINGTON RD. FROM DEAD END TO US 158
AND CATV
TYPE OF W ORK: RELOCATION OF W ATER, POW ER, PH ONE
DARE COUNTY
0
0
0
PRO FILE (HO RIZO N TAL)
GRAPH IC SCALES
PLAN S
PRO FILE (VERTICAL)
0
00
50 50
50 50
2010510
25 100
25 100

XX
DEPART
ME
NT OF TRA NSPORTATION STATE OF NORTH CAROLI
NAUTILITIES REGIONAL ENGINEER
UTILITIES ENGINEER
UTILITIES COORDINATOR

UTILITY OW NERS W ITH CONFLICTS
FAX [phone]
PHONE [phone]
RALEIGH NC 27699-1555
1555 M AIL SERVICES CENTER
DIVISION OF HIGHW AYS
UTILITIES UNIT

UTILITIES AREA COORDINATOR
R-5014 UE-1
NEU ENVIRONM ENTAL PERM IT PLANS
(E) CATV - CHARTER
(D) TELEPH ONE - CENTURYLINK
(C) POW ER - DOM INION POW ER
(B) W ATER - KILL DEVIL HILLS
(A) W ATER - DARE COUNTY W ATER
BO H EM PHILL P.E.
KYLE PLEASANT
LARRY JAM ES JR.
KELVIN M ARTIN
SHEET NO.:
UE-1
UE-2 THRU UE-7 NEU PLAN SH EETS
NEU TITLE SH EET
DESCRIPTION:
UE-8 THRU UE-16 NEU PROFILE SH EETS NA 2011NAD 83/
1SFD1SFDS2SFD
CONC
CONC
60" WD1SFBUS72" WD72" VINYL 72" VINYL GRGR1SM
TLBUS72" CHLW
A
T
E
R

T
OW
E
RELECTRIC BLD 72" CHL72" CHLH
T
R
BU
S
W
D
R
A
M
PCO
N
C8’WDPOND1SFD
SGRS1SFD
CONCCONCHT
R
2SFD2SFD
GRGRSFLAG POLE
GENERATOR CONC1SFBUS SWD RAMP
SWD BULKHEADWD BULKHEAD1SBUS
WD
RAM
PINV=-2.30’INV=-1.80’36" CMP
INV=-1.42’INV=-1.84’SOIL
SOIL
CONC
CONC
CONC
CONC
CONCTOWER LANE 18.8’ BSTGR GRGR
GR
COLI
N
G
TON RD 36.0’ BSTCOL
INGTON
RD
21
.9
’ BST
COLINGTON RD 21.9’ BST
45
.00
’
50
.00
’PCG
, SL
213
BUFFER
OPEN
SPACE
2
.50
’PCG
, SL
213
BUFFER
OPEN
SPACE
2
.50
’CM
CM
MARKER
OPTIC
FIBER
MARKER
WATER
MARKER
WATER
MARKER
WATER
MARKER
WATER
MARKER
WATER
MARKER
WATER
FIELD
DRAIN FIELDDRAIN ST FIELDDRAINFIELDDRAINSTST
HDPE(2) 8"
INV.=6.00’
INV.=6.09’
INV.=10.47’
INV.=10.65’INV=0.54INV=0.62HDPE(2) 12" INV=-0.04INV=-0.01CAMACAMACAMACAMA404CAMA404404PB C - PG 167A
PB C - PG 167A
GARY LEE KENNEDY
DB 158 - PG 88
PB C - PG 178I
NANCY K. BALONIS
DB 1074 - PG 81
TERRY BEASLEY
DB 864 - PG 210
PB C - PG 111A
WILLIAM T. CAROON
DB 1417 - PG 101
PB C - PG 111A
JANE C. BALDWIN
DB 124 - PG 651
DB 36 - PG 299
JASON B. HILL
DB 38 - PG 99
DB 1695 - PG 27
DB 1570 - PG 152
PB G - PG 212
SHINGLE LANDING OF COLINGTON CORP.
GARLAND H. DUNSTAN, JR.
DB 1727 - PG 90 SHI
NGLE LANDI
NG OF COLI
NGTON CORPDB 1614
-
PG 72EDWARD G. COLLIER
DB 1703 - PG 256
PB G - PG 188
HARBRINGER LAND & TIMBER, LLC
DB 1932 - PG 176
PB I - PG 72
ISABEL LOPEZ
BLANDINA LOPEZ
RICHARD A. COHEN
DB 1935 - PG 43
PB C - PG 167A
DB 2110 - PG 24
MONIKA C. TTEE PIRRONE
ALAIN J. TTEE PIRRONE
DB 1936 - PG 351
JUNE E. BEASLEY
LEWIS R. BEASLEY
DB 2114 - PG 735
JOSEPH JONES JR.
US CELLULAR
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS 3/29/2018P:\JOBS\0659\082\R-5014\Utilities\permits\R5014_UE2_psh.dgn1:42:23 PM8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD
83/NA 2011
SEE S
HEET 6MATC
H LINE -L- ST
A. 53+00.00 SEE SHEET 8MATCH LINE -L- STA. 66+50.00SHEET NO.PROJECT REFERENCE NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
PLANS ONLY
UTILITY CONSTRUCTION
REVISED:
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
R-5014 UE-2
KSM
KSM
BH
BH
55+0060+0065+00GREU, TL-2

GREU, TL-2GREU, TL-2
GREU, TL-2
23
24
25
26
27
30
31
32
33
34
35
36
28
29
40
37
PARKING LOT
LIGHTS FOR IN CONDUITIN CONDUIT
IN CONDUIT
I
N CONDUI
TIN CONDUIT
8" UNK
12" UNK
12" UNK
8" UNK
8" UNK1
2" UNK12" UNK8" UNK6" UNK6" UNK6" UNK6" UNK8" UNKCCCCCCCCEOI
EOI
12" UNK
8" UNK
EOI
EOI
BOX
CABLE
EOI
BOX
POWER EO
IBOXPOWERWATER MAIN
PROPOSED 12 INCH
REM
REM
REM
ADJUST CABLES
CENTURYLINK TO
REM
REM
REM
REM
ABANDONED
REM
REM
CABLES AND FIBER
SPECTRUM UNDERGROUND
TEL PED
ABANDONED
TELEPHONE PED
CENTURYLINK
APPROX STA. 65+10
BEGIN BORE
SP-1 STA. 10+00
-L- STA. 53+75
BEGIN BORE
SP-1 STA. 53+43
-L- STA. 58+00
END BORE
11+00
10+50
11+50
12+00
13+00
12+50
14+00
13+50
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
F
F
C
C
F
C
F
F FFFFFFFCFFFFFFFFFFC
F
F
F
CCFCCCC
C
MTLMTL
RIP RAPRI
P RAP
RIP RAPRIP RAP
WD BULKHEAD
MTL
MTL
RIP RAP
BLK BULKHEAD
BL
K B
UL
K
HE
A
D
1SFD
BST
BST
C
O
LIN
GT
O
N FIRE
DEPT
S
B
1S
F
D1S
F
D GRMTL BST PATHSDK
S
OI
L4
8
" WD48" WD
S
2SF
D
2
S
F
DCONCDKSTAIRS
36" WD
72" WD
S
DK
CONC
1S
F
D1SF
D
DK36" WD2SF
D
SSS
SOI
LCONCCONCBSTBSTLOVER LN 18.7’ BST
B
S
TGR
GRGRCURB
CURB CONCGR
SOIL
SOIL
GRCURB
BST
COLINGTON RD 26.4’ BST
60.00’
MARKER
WATER
MARKER
WATER
MARKER
WATER
MARKER
WATER
MARKER
OPTIC
FIBER
WILLIAMS DR 18.0’ BST
RD
18.0’ BS
T
S
CHOOL HOUS
E
FUNNEL DRAIN
DIR. ONLY
FUNNEL DRAIN
DIR. ONLY
FUNNEL DRAIN
DIR. ONLY
45
MTL
RIP RAP
MTLBST PATH
CURB
COLINGTON RD 26.4’ BST
JLS PROPERTIES, LLC
DB 1716 - PG 87
GARY D. CRANE, JR.
DB 1588 - PG 286
DB 1244 - PG 276
EVELYN G. CARLISLE
DB 1678 - PG 235
PB G - PG 202
EVELYN G. CARLISLE
DB 1678 - PG 235
PB G - PG 202
ROCKY D. MIDGETTE
DB 1560 - PG 261
DB 1652 - PG 275
TANYA TILLETT CROW
DB 786 - PG 561
PB C - PG 198D
COUNTY OF DARE
DB 1673 - PG 406
PB G - PG 190 LGI LAND NC,
LLCDB 1673
-
PG 409PB G
-
PG 190COLINGTON CREEK, LLC
DB 1545 - PG 196
DAVID A. SHAW
DB 1851 - PG 354
PB G - PG 264
DB 2111 - PG 614
LIBERTY CHRISTIAN FELLOWSHIP
DB 2111 - PG 614
LIBERTY CHRISTIAN FELLOWSHIP
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 8
MATCH LINE -L- STA. 80+00.00
SEE S
H
EET 10MAT
C
H
LI
N
E -L- ST
A. 93+00.00NAD 83/NA 2011REVISIONS 4/5/2018P:\JOBS\0659\082\R-5014\Utilities\permits\R5014_UE3_psh.dgn11:51:26 AM8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
PLANS ONLY
UTILITY CONSTRUCTION
REVISED:
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
R-5014 UE-3
KSM
KSM
BH
BH
85+0090+00GREU, TL-3
GREU, TL-3
44
45
46
47
48
49
44A
F
C F
C
C
C
F
FCFCFCC
C
C
C
FF F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
C
C
F
F
F
F
F
FFFF18" RCP-IV
18" RCP-IV
CURB CUT
PROPOSED 404404404404404404404C
A
M
A
CAMA
CAMA
404
M
i
t
i
gat
i
on Si
t
eC
ol
l
i
ngt
on
C
ut
GREU, TL-3
F F
F
F
F
CAMA
REM
IN CONDUIT
IN CONDUIT
8" UNK
12"
U
N
K
8" UNK
12" UNK
12" UNK
8"
U
N
K
8" UNK
6" UNK
6" UNK
6" UNK12" UNK
12" UNK
H
H
C
C
EOI
EOI
EOI
EOI
EOI
EOI
EOI
12" UNK
L
-S
T
A. 88+52B
E
G
IN
B
O
R
E
A
T
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+504+004+50
SEE S
H
EET 10MAT
C
H
LI
N
E -L- ST
A. 93+00.00
SEE SHEET 8
MATCH LINE -L- STA. 80+00.00
PROPOSED 12" WATER MAIN
BEGIN BORE AT L-88+52
SITE 1
HANDCLEARING IN WETLAND =0.03 ACRES
HC HC
CLEARING
DENOTES HAND
WATER MAIN
PROPOSED 12 INCH
L
-S
T
A. 88+52B
E
G
IN
B
O
R
E
A
T
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+504+004+50
SEE S
H
EET 10MAT
C
H
LI
N
E -L- ST
A. 93+00.00
SEE SHEET 8
MATCH LINE -L- STA. 80+00.00
PROPOSED 12" WATER MAIN
BEGIN BORE AT L-88+52
SITE 1
HANDCLEARING IN WETLAND =0.03 ACRES
HC HC
CLEARING
DENOTES HAND
WATER MAIN
PROPOSED 12 INCH
REM
REM
TEL PED
REM
TEL PED
TEL PED
TEL PED
ABANDONED
TEL PED
TELEPHONE PED
CENTURYLINK
JOINT OVERHEAD LINE
DOMINION AND SPECTRUM
REM
ABANDONEDTELEPHONE CABLES
CENTURYLINK UNDERGROUND
GR
36" WD
1SBUS
S
1SFD
1SFD
1SFD
HTR
S
WD
PIER
36" WD
36" WDS
SFLOWER
BED
FLOWER
BED
C
O
NCBST
4
8" ROPEFI
SH HOUSE36" WDWD PIERHTR72" WD
48" CHL
2SFDGHTRMTLM
TLS
MTL
MTL
1SFD
DKGR36" ROPE36" ROPE
CONCGR7
2
" WDSWD
PI
E
R
CONC CRABPOTSS
CONC
MTL DKDKDKARBORS BST1SFD 48" CM
PINV =-3.82’INV=-3.15’CONCSOIL
BSTBS
TBST
B
S
T
GRGRGRGR GRGRGRGR GR
GRGR
CURBCURBCURB
COLINGTON RD 22.1’ BST
CONC C&GCONC C&G60.00’CM
1
5
’ EASEMENT
P
CC, SL1
9
7
A10’
E
AS
E
ME
N
T
P
C
C, S
L19
7
A
ACCESS EASEMENT PCE, SL34550.00’
MARKER
WATER
MARKER
WATER
MARKER
WATER
MARKER
OPTIC
FIBER
MARKER
WATER
MARKER
WATER
MARKER
WATER
MARKER
POWER
INV=-4.02’INV=-3.22’19.0’ BST
COLINGTON POINT
FIELDDRAIN
6
0
" CMP
CAM
AC
A
MA
C
A
MA
C
A
MA
C
A
MA
C
A
MA
C
A
MA
404
404
C
A
MA
DAVID A. SHAW
DB 1851 - PG 354
PB G - PG 264
COLINGTON CREEK, LLC
DB 1545 - PG 196
COLINGTON CREEK, LLC
DB 1545 - PG 196
PB E - PG 345
REGINA OUTLAW ZEINER
DB 1810 - PG 242
PB E - PG 345
WILLIAM JOSEPH MEYERS, JR.
DB 1875 - PG 89
PB C - PG 197A
CODY JACOB HUDOCK
DB 1798 - PG 164
GARY GENE BEASLEY
DB 1071 - PG 37
DB 1591 - PG 86
MARK D. NUNEMAKER
DB 1615 - PG 366
PB C - PG 197A
DB 1539 - PG 223
COLINGTON VENTURES
DB 1880 - PG 59
PB C - PG 197A
PB C - PG 122D
BRANDON BEASLEY
DB 1832 - PG 450
PB G - PG 399
DUNSTAN, JR.
GARLAND H.
59
58
65
66
53
PB G - PG 300
DB 1702 - PG 237
DEVELOPERS, LLC
COLINGTON POINT
PB G - PG 300
DB 1677 - PG 203
DEVELOPERS, LLC
COLINGTON POINT
PB D - PG 398
DB 1390 - PG 278
MAYNARD R. OUTLAW
PB D - PG 398
DB 1164 - PG 389
JASPER DONNIE GAMIEL
DB 365 - PG 842
JANICE WILLIAMS O’NEAL
PB G - PG 264
DB 1673 - PG 409
LGI LAND NC, LLC
50
K. ARCHER
CHRISTOPHER
DB 2018 - PG 531
AVA COL SOL JOHNSON
DB 2034 - PG 987
ROBERT SHANE MOORE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/NA 2011
SEE SHEET 9MATCH LINE -L- STA. 93+00.00SEE SHEET 11
MATCH LINE -L- STA. 107+50.00REVISIONS
3/29/2018P:\JOBS\0659\082\R-5014\Utilities\permits\R5014_UE4_psh.dgn1:44:23 PM8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
PLANS ONLY
UTILITY CONSTRUCTION
REVISED:
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
R-5014 UE-4
KSM
KSM
BH
BH
10
0
+
0
0 105+0095+00AT-1
AT-1
AT-
1
TYPE IIICURVED
TYPE IIICURVED
GREU, TL-3
GREU, TL-3
49
50
51
52
54
59
55
56
57
60
61
62
63
64
65
66
53
58
59
58
65
66
53
50
48" CMP
EXTEND EXISTING
15" RCP-IV
RCP-IV 15"
LIGHT
IN CONDUIT
IN CONDUIT
IN CONDUIT
I
N CONDUI
T
8" UNK
8" DI
P8" UNK
8" UNK
8" UNK
6" UNK
6
" UNK6" UNK2"
UNK
2" UNKC
C
C
C
C
EOI
EOI EOI
C
ATTACHED TO BRI
DGE5+00 5+50 6+00 6+50
7+00
7+50
8+00SEE
SHEET 10MATCH LINE -L- STA. 93+00.00END BORE AT L-STA. 96+63
WATER MAIN
PROPOSED 12 INCH
REM
REM
TEL PED
TELEPHONE CABLES
CENTURYLINK UNDERGROUND
ABANDONED
CL-1 STA. 10+00
L STA. 94+00
BEGIN BORE
CL-1 STA. 30+09
L STA. 96+00
END BORE
11+00
10+50
12+00
11+50
5+00 5+50 6+00 6+50
7+00
7+50
8+00SEE
SHEET 10MATCH LINE -L- STA. 93+00.00END BORE AT L-STA. 96+63
WATER MAIN
PROPOSED 12 INCH
F
F
F
F
F
F
F
F
F
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F C
C
F
C
C
C
C
F
F FFF
F
F
F F
F
F
FFCF
F
F
F
F
1SFB
US
1SFD
1SFD
1SFD
1SFD
CONC
SOI
LS
S
S
HTR HTR1SFD
HTR
48" C
HL
36" WD48" CHL
1SFD
S
S
1SFD
2SFD
2S
F
D
GSOILHTR
HTR
S72" CHLCRAB
POTS
MTL
H
T
R
HTR
HTR
1SBKBUS
WD
PIER
WD
PIER
WD
PIER
WD
P
IER
CONC
72" WD
1SFBUS
G
S
SS SOILS
OI
LS
1SM
T
LWD PIERSO
IL
MTL
SOIL
SOILC
ONC
C
O
NC
CONC
C
O
N
C
BSTS
OI
LSOILSOIL
SOIL
SOIL
SOIL
SOI
LS
OI
LBEASLEY LANE SOIL
SOI
LS
OI
LCOLI
NGTON RD
2
2.0’ BSTCOLINGTON RD 21.6’ BST
SOIL
PCF, SL 368POWER EASEMENT30.00’
CM
F
ROM R/WCM
0.
3
0
’
CM
CM
ACCESS EASE
MENT PCE, SL 525
MARKER
WATER
COLINGTON RDCOLINGTON RD23.8’ BST
FIELDDRAIN FIELDDRAIN FI
ELDDRAI
N
S
TST
ST
18" CMP
INV=-0.15
INV=-1.06
C
A
M
A CA
M
A
C
A
M
A
404404404404404M
it
i
gati
on Sit
eC
olli
ngt
on
C
reekDB 1845 - PG 233
DB 1669 - PG 363
HAROLD E. GESSFORD
DB 402 - PG 194
PB 8 - PG 14
JOBY LANE BEASLEY
DB 772 - PG 743
DB 454 - PG 461
PB E - PG 525
LARRY REID PARKER
DB 656 - PG 343
SANDRA BEASLEY NEAL
DB 1823 - PG 222
DARRELL BEASLEY
DB 1871 - PG 374
PB H - PG 270
JAMIE S. PARKER, SR.
DB 1000 - PG 749
DALE BEASLEY
DB 668 - PG 52
PB H - PG 270
ADRIAN S. BRIDGES
DB 1143 - PG 287
PB F - PG 368
DAVID C. CREECY
DB 1826 - PG 39
BILLY CONRAD BEASLEY
DB 844 - PG 762
JERRY M. CREEF
DB 1286 - PG 836
PB F - PG 368
ANDREW R. OTTAVIO
DB 1928 - PG 281
PB 1 - PG 97
PB F - PG 368
BILLY CONRAD BEASLEY
DB 839 - PG 104
PB 1 - PG 97
CARSON LEE BEASLEY
JAMIE SCOTT PARKER
DB 769 - PG 658
DB 647 - PG 105
88
82
PB 1 - PG 97
DB 1359 - PG 315
CHESTER W. SMITH, 3RD
PB 1 - PG 97
DB 1586 - PG 155
COLINGTON MOBILE HOME PARK
DB 866 - PG 816
GEORGE THOMAS BEASLEY
PB 8 - PG 14
DB 142 - PG 189
CHARLOTTE M. BEASLEY
DB 1669 - PG 363
DB 1845 - PG 233
DAVIE L. FLOYD
84
101
103
KIMBERLY PAIGE MURRY
WB E - PG 353
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83/NA 2011S
EE
S
HEET UO-09MATCH LI
NE -L-
S
TA. 125
+
50.00
SEE SHEET UO-11MATCH LINE -L- STA. 142+00.00SHEET NO.PROJECT REFERENCE NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
PLANS ONLY
UTILITY CONSTRUCTION
REVISED:
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
R-5014 UE-5
KSM
KSM
BH
BH130+00135+00
140+00GREU, TL-2
GREU, TL-2GREU, TL-2
GREU, TL-2GREU, TL-3
82
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
103
100
101
102
103
88
82
84
101
103
IN CONDUIT
IN CONDUIT
I
N
C
ONDUI
T
8" UNK
8" UNK
8" UNK2"
U
N
K
C
C
EOI
C
C
C
M
ETERPO
W
ER
EOIUNK SIZE/TYPE
UNK8
"
0+50 1+001+502+002+503+003+50
END BORE AT 127+97
WATER MAIN
PROPOSED 12 INCH
REM
REM
REM
JOINT OVERHEAD LINE
DOMINION AND SPECTRUM
REM
JOINT OVERHEAD LINE
DOMINION AND SPECTRUM
TELEPHONE CABLES
CENTURYLINK UNDERGROUND
ABANDONED
REM
REM
0+50 1+001+502+002+503+003+50
END BORE AT 127+97
WATER MAIN
PROPOSED 12 INCH
CFCFF
F
F
F
C
C
C
C
F
C
F
F
C
F
C
C
C
C
C
C
C CCC
C
F
C F
C
F
CCCC
FCCCFF
F
F
F
F
F
F
F
F
F
F
F
FF
FFFFFF
F
F
48" CHL
1SFD
2SFD
S
48" CHL
48" CHL
HTR
S
3SFD
S
S
1SFD
1SFD
CONC
G
1S
FD SOIL1SFD
12
" WD
PO
S
T
SWD PIERWD PIER
WD DOCK
1SFBUS
CONC
72" WD7
2
" WD
S
CONCWD PIER
WD PIERHTR
2SBLKD
S
CONC
SOIL
SOIL
SOIL DKCONC
SOIL
SOIL
SOIL
SO
IL
SOIL
SOILSOILCOL
INGTON
RD
23
.3
’ BST
COLINGTON RD 23.9’ BST
CREEKSIDE LANE SOILWALKABOUT LANE SOILPC2, SL 209
UTILITY EASE
5.00’
CM
12" CMP
SOI
LCONCCONCFIELDDRAIN FIELDDRAIN ST
ST
NC DEPARTMENT OF TRANSPORTATION
DB 357 - PG 709
PB D - PG 328
WALKABOUT, LLC
DB 1781 - PG 7
ARGIE SHULTZ
DB 1221 - PG 301
PB 2 - PG 209
FAY B. MAJOR
DB 1681 - PG 193
PB 2 - PG 209
ARGIE SHULTZ
DB 958 - PG 497
PB 2 - PG 209
DB 1041 - PG 743
PB 2 - PG 209
J. FRAZIER EDWARD TTEE
DB 1790 - PG 117
J. CARL HAYES
DB 427 - PG 134
PB C - PG 7B
DARE COUNTY
DB 922 - PG 519
PB C - PG 7B
WILLENE P. SIMPSON
DB 312 - PG 926
RALPH DEAN BEASLEY HEIRS
WB 14E - PG 240
DB 1964 - PG 309
WALKABOUT LLC
WB E - PG 125
DABNEY & KIM SHORT
WB E - PG 125
DABNEY & KIM SHORT
DB 1781 - PG 7
WALKABOUT, LLC
DB 2071 - PG 204
TANYA N. HILL
JASON B. HILL
CHERYL M. JEFFERS
W.E. BENNETT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/NA 2011SEE SHEET UO-13MATCH LINE -L- STA. 168+00.00SEE SHEET UO-11MATCH LI
NE
-L- STA. 154+50.00SHEET NO.PROJECT REFERENCE NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
PLANS ONLY
UTILITY CONSTRUCTION
REVISED:
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
R-5014 UE-6
KSM
KSM
BH
BH
155+00160+00165+008:1GREU, TL-3
GREU
, TL
-3
106
107
108
110
111
112
113
114
115 116
105
109
F
F
F
C
C
F
F
F
F
F
F
F
C
F
C
F
C
F F
C
F
C
C
C
C
C
C
F
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
15" RCP-IV
15" RCP-IV
15" RCP-IVWD PIERCAMA
CAMA 404
Mitigation Site
Collington Creek
REM
REM
ADJUST CABLE
CENTURYLINK TO
JOINT OVERHEAD LINE
AND SPECTRUMDOMINION
F
F
F
F F404
REM
IN CONDUIT
IN CONDUIT IN
CONDU
IT
8" UNK
8
" UNK
HH
C
C
C
C
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
SITE 2
FILL IN WETLAND < 0.01
HAND CLEARING IN WETLAND = 0.16 ACRES
WATER MAIN
PROPOSED 12 INCH
REM
REM
ADJUST CABLE
CENTURYLINK TO
JOINT OVERHEAD LINE
AND SPECTRUMDOMINION
1SBLK
1SMTL
1S
MT
L
1SMTL
1SMTLBUS 2SFBUSS
BST
BST
S
BST
SOILSOILSOILFLAG POLE
FLAG POLE
CONC
CURB1SFBUS
RIP RAP SOILSOIL2SFD
DI 1SBKD1
SBKD2SFD
2SBKD
72" PLASTIC 24" WD POST’SBST72" PLASTIC
2SFD
1SBKD
24" WD
CONC
CONC
S 48" WW48" WW 48" WWCONC
CONC
CONC
C
ONC
CONC
CONCCONC
CONC
CONCCONCCONCCONC
CONC
SOIL
SOIL
SOIL
PIRATES MOOR DR
DI
60.00’
CM
MARKER
OPTIC
FIBER
MARKER
WATER
MARKER
WATER
CONC
D
I15" HDPE12" HDPE
12" HDPE
C
O
N
C
19.3’
B
S
T
D
RI
V
E
B
A
U
M
B
A
Y
FIELD
DRAIN
ROOTS
VISIBLE
BRICK PLANTERSIGN WITHAT BASE)(APPROX. 21’ CIR. TREELARGE OAK
BH WALLWD RAIL /
RIP RAP
DWIGHT H. WHELESS
DB 607 - PG 357
DB 322 - PG 967
GEORGE GARDNER
DB 1711 - PG 491
JIMMIE D. SUMMERELL
DB 1013 - PG 871
D. S. E. INVESTMENT, LLC
DB 1888 - PG 423
DB 1711 - PG 490
PB F - PG 300
DB 1873 - PG 77
PB G - PG 229
COLINGTON CAFE
DB 1315 - PG 360
JEFFREY D. JACOBSON
DB 848 - PG 693
STACY NEIL LANCASTER
DB 1758 - PG 44
PB G - PG 229
DOUGLAS E. STOVER
DB 2052 - PG 534
PB B - PG 70
DARE COUNTY
DB 922 - PG 519
PB C - PG 7B
131
132
133
119
116
129
122
DB 78 PG 206
UNITED STATES DEPARTMENT OF INTERIOR
DB 78 - PG 206
UNITED STATES DEPARTMENT OF INTERIOR
DB 1734 - PG 2
ROBERT CRAIG WHITTEN
PB B - PG 70
DB 1207 - PG 586
BAUM BAY HARBOR CIVIC ASSOCIATION
PB F - PG 300
PB E - PG 23
DB 1794 - PG 16
ROBERT W. NUSBAUM
PB A - PG 214
PB A - PG 233
DB 1828 - PG 210
1085 COLLINGTON RD LLC
PB C - PG 7B
DB 922 - PG 519
DARE COUNTY
DANIEL P. PARSONS ETAL
DB 1923 - PG 435
DAYSPRING FARMS LLC
DAVID RANDOLPH PARSONS ETAL
DB 1734 - PG 2
ROBERT CRAIG WHITTEN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/NA 2011SEE SHEET UO-12MATCH LINE -L- STA. 168+00.00SEE SHEET UO-14MATCH LI
NE
-L- STA. 183+50.00SHEET NO.PROJECT REFERENCE NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
PLANS ONLY
UTILITY CONSTRUCTION
REVISED:
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
R-5014 UE-7
KSM
KSM
BH
BH
170+00175+00180+00GREU, TL-3
116
117
118
119
120
121
122
123
124
125
126
127
128
130
131
132
133
131
132
133
119
116
129
129
122
F
F
F
F
F
F
F
C
F
C
C
F
C
F
C
F
C
F
C
F F
C
F
F FFFFF
C
C
C
C
C
F
C
F F
F CFC
F
F
F
F
C
C
F
F
F F FFF
F
FF
F
FF
15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-I
V
15" RCP-IV
15" RCP-IV
15" RCP-IV
IRON PIPE
12" DUCTILE
RCP-IV 15"
15" RCP-IV
15" RCP-IV CAMA
CAMA
404
404
404
F
F
F
F
F
F
CAMA
IN CONDUIT
IN CONDUIT
IN CONDUIT
I
N
C
O
N
D
UIT
8" UNK
8" UNK
8" UNK12" UNK6" U
N
K
6" UNK
6
" UNK12" UNK
C
C
C
EOI
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
SITE 2
FILL IN WETLAND < 0.01
BEGIN BORE
END BORE
WATER MAIN
PROPOSED 12 INCH
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
SITE 2
FILL IN WETLAND < 0.01
BEGIN BORE
END BORE
WATER MAIN
PROPOSED 12 INCH
REM
REM
REM
REM
JOINT OVERHEAD LINE
DOMINION AND SPECTRUM
REM
REM
REM
TEL PED
TEL PED
TEL PED
ABANDONED
JOINT OVERHEAD LINE
DOMINION AND SPECTRUM
122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00
-30
-10
30
136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/993/23/2018P:\JOBS\0659\082\R-5014\Utilities\permits\dom\R5014_uo_pfl_25_power.dgn9:51:21 AMDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEETS 11 & 12 FOR -L- PLAN
SEE SHEETS 12 & 13 FOR -L- PLAN
LEFT DITCH
RIGHT DITCH
UNDERCUT
34.5 KV PHASE TO PHASE
POWER POLENEW DOMINION POWER POLENEW DOMINION STREAM BANK
EXISTING JS20’ MINSHEET NO.PROJECT REFERENCE NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
PLANS ONLY
UTILITY CONSTRUCTION
REVISED:
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
R-5014 UE-8
KSM
KSM
BH
BH
POWER
POWER
150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00
-30
-10
30
164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/993/23/2018P:\JOBS\0659\082\R-5014\Utilities\permits\dom\R5014_rdy_pfl_26_power.dgn9:53:52 AMDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEETS 13 & 14 FOR -L- PLAN
SEE SHEETS 14 & 15 FOR -L- PLAN
LEFT DITCH
RIGHT DITCH
UNDERCUT
34.5 KV PHASE TO PHASE
POWER POLEEXISTING DOMINION POWER POLENEW DOMINION POWER POLENEW DOMINION POWER POLEEXISTING DOMINION WETLANDS 20’ MIN20’ MIN20’ MINPOWER
POWER
SHEET NO.PROJECT REFERENCE NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
PLANS ONLY
UTILITY CONSTRUCTION
REVISED:
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
R-5014 UE-9
KSM
KSM
BH
BH
-20
-10
5/28/993/23/2018P:\JOBS\0659\082\R-5014\Utilities\permits\spectrum\R-5014_UT_PR_01.dgn10:03:33 AMSHEET NO.PROJECT REFERENCE NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
UTILITY CONSTRUCTION
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
PLANS ONLY
UTILITY CONSTRUCTION
REVISED:
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
0
10
20
30
-10
-20
10+00 11+00 12+00 13+00 14+00
-30
-40
-50
0
10
20
30
-10
-20
-30
-40
-50
10+00 11+00 12+00 13+00 14+00
30
20
0
10
-10
-20
-30
-40
-50
0
10
20
30
-10
-20
-30
-40
-50
-SP-1-
-CL-1-
R-5014
WAW
WAW
BH
BH
EXISTING GROUND
BOUNDARY
JS BOUNDARY
JS
EXISTING GROUND
CATV 4" CABLE
TELEPHONE 4" CABLE
BOUNDARY
JS
BOUNDARY
JS
EXISTING GROUND
UE-10
10’ MIN10’ MIN10’ MIN10’ MIN10’ MINL-STA. 58+00END BORE AT L-STA. 53+75BEGIN BORE AT L-STA. 96+00END BORE AT L-STA. 96+00END BORE AT
5/14/995/30/2018P:\JOBS\0659\082\R-5014\Utilities\permits\W-12.dgn8:46:18 AMSHEET NO.PROJECT REFERENCE NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
UTILITY CONSTRUCTION
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
PLANS ONLY
UTILITY CONSTRUCTION
REVISED:
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
12" Water Line
R-5014
80
70
60
50
40
30
20
10
0
-10
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
60
50
40
30
20
10
0
-10
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
KSM
KSM
BH
BH
2+75 3+00 3+50 4+00 4+50 5+00 5+50
UE-12
L-STA. 91+20JS
BOUNDARY
EXISTING GROUND
PROPOSED GROUND
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
Util 1 -L-86+18 to 88+48 Overhead Power,CATV ,Poles 0.03
Util 2 L-164+56 to 168+42 Overhead Power,CATV ,Poles >0.01 0.16
TOTALS*:0.00 >0.01 0.00 0.00 0.19 0.00 0.00 0.00 0.00 0.00
*Rounded totals are sum of actual impacts
NOTES:
Revised 2013 10 24 SHEET 12 OF 12
41162.1.1
14 March 2018
Dare County
NC DEPARTMENT OF TRANSPORTATION
R-5014
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
DIVISION OF HIGHWAYS
-Y2-
TO NC 12
-Y3--
Y4--Y
5
--Y1-
END
DEAD
M
AR
SHY
R
IDG
E
RD
WA
T
E
RS
E
D
G
E
D
R US
1
5
8 CROAT
AN HWY-L- POT STA. 11+00.00
BEGIN TIP PROJECT R-5014-Y3A-SCHOOL HOUSE RD-Y3B--Y3C-COLINGTON POINT-L- POT STA. 240+00.00
END TIP PROJECT R-5014
-L- POC STA. 90+00.64
BEGIN EXIST. BRIDGE
-L- POC STA. 91+89.27
END EXIST. BRIDGE
TOWER LN
COLINGWOOD LN
-L- POC STA. 147+22.84
BEGIN EXIST. BRIDGE
END EXIST. BRIDGE
-L- POC STA. 152+34.13
-Y1A-
SUNRISE CROSSING DR
SANDPIPER RD-Y5- POT STA. 10+70.00
BEGIN CONSTRUCTION
-Y4- POT STA. 10+15.00
BEGIN CONSTRUCTION
-Y3C- POC STA. 11+00.00
END CONSTRUCTION
-Y3B- POT STA. 11+92.00
BEGIN CONSTRUCTION
-Y3A- POT STA. 11+60.00
BEGIN CONSTRUCTION
-Y3- POC STA. 11+00.00
BEGIN CONSTRUCTION
-Y2- POT STA. 10+15.00
BEGIN CONSTRUCTION
-Y1A- POT STA. 11+70.00
BEGIN CONSTRUCTION
-L- COLINGTON RD.KILL DEVIL HILLS
VE
T
E
RANS DRMU
S
T
AI
N AVE
BERMUDA BAY BLVDBAUM BAY DRKING CTKNIGHT CT
QUEEN CT
IS LAND DRSABER CT
R-5014
PROJECT
OF TIP
NOT PART
R-5014PROJECTOF TIPNOT PART
-LA- POT STA. 111+67.50 (AH)
-L- PC STA. 111+67.50 (BK) =
-L- PT STA. 120+05.14 (AH)
-LA- POT STA. 120+03.07 (BK) =
DHV
D
T
V
=
=
=
=
=
%
%
MPH
ADT
% *
0
0
0
PROFILE (HORIZONTAL)
PE
PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
LOCATION: 09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
9/18/2017R:\Roadway\Proj\R5014_Rdy_TSH.dgntestCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NA50 100
1005050
50 25
25
10 20510 NA 2011NAD 83/TYPE OF WORK:
2018 13,970
11
65
STATEWIDE TIER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DARE COUNTY
R-5014
41162.1.1
4
5
67
89
1 0
1 1
12 13
141
5
161718
19
20R-5014ROADWAY DESIGN - PROJECT ENGINEER
LETTING DATE:
JOHNNY BANKS
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
RIGHT OF WAY DATE:
NCDOT CONTACT:
NOVEMBER 20, 2018
Prepared in the Office of:
PROJECT MANAGER
CALYX E & C
ENGINEER
ROADWAY DESIGN
PROJECT DESIGN ENGINEER
CALYX E & C
GARY LOVERING, PE
CROATAN HIGHWAY IN KILL DEVIL HILLS
ADT 2038 =19,300
40
STEPHEN C. BROWDE, PE
TOTAL LENGTH ROADWAY TIP PROJECT R-5014 = 4.204 MILES
FUNC CLASS = LOCAL
* TTST =1% DUAL 2%
3
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF KILL DEVIL HILLS.
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
THERE IS A DESIGN EXCEPTION FOR HORIZONTAL CURVE RADIUS AND ASSOCIATED HORIZONTAL STOPPING SIGHT DISTANCE.
BAY
HAWK KITTY
BAYKITTY HAW K
STP-1217(6)
SR 1217 (COLINGTON RD.) FROM DEAD END TO US 158
KI
LL DEVI
L HI
LLS CI
TY LI
MI
TS
See Sheet 1A For Index of Sheets
ROW PLANS 41162.2.1 R/W, UTL. STP-1217(6)
2018 STANDARD SPECIFICATIONS
GRADING, DRAINAGE, PAVING & RESURFACING
SEPTEMBER 18, 2017
P
ON
DNL
NL
45
VICINITY MAP
12
Coli
ngt
on RdOcean Bay Blvd
Williams DrSchool House Rd
1217
1217
1490
1491
1219
1217
1534
1535
Kill Devil Hills
Pop. 6,282
Colington
STATE NATURAL AREA
RUN HILL
Airport
Flight
First
158
KITTY HAWK WOODS COASTAL RESERVE
PROJECT
BEGIN
NATIONAL MEMORIAL
WRIGHT BROTHERS
PROJECT
END N Virginia Dare
Trl
S Croata
n HwyN Cr
o
ata
n Hwy
Coli
ngt
onRd
Wat
e
r’s Ed
g
e Rd
M
ar
shyRi
dge RdBaum Bay Dr1452
BUZZARD BAY
SOUND
ALBEMARLE
BAY
KITTY HAWK
SHEET NO.PROJECT REFERENCE NO.
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
INDEX OF SHEETS LIST OF STANDARD DRAWINGS STANDARD SPECIFICATIONS
R-5014 1A
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
;zvW
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 Pedestal
U/G Telephone Cable Hand Hole
R
}Tp
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I
]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
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
?
CONC
CONC WW
vvDrainage 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
W
W
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
*S.U.E. = Subsurface Utility Engineering
WLB
EIP BECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
SHEET NO.PROJECT REFERENCE NO.
1BR-5014
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 JS04/06/15Buffer 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
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
Concrete or Granite R/W Marker
Proposed Right of Way Line with
C
A Concrete C/A Marker
Proposed Control of Access Line with
HPBExisting Historic Property Boundary
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
P
U/G Telephone Cable LOS B (S.U.E.*)
U/G Telephone Cable LOS C (S.U.E.*)
U/G Telephone Cable LOS D (S.U.E.*)
T
U/G Telephone Conduit LOS B (S.U.E.*)
U/G Telephone Conduit LOS C (S.U.E.*)
U/G Telephone Conduit LOS D (S.U.E.*)
TC
U/G Fiber Optics Cable LOS B (S.U.E.*)
U/G Fiber Optics Cable LOS C (S.U.E.*)
U/G Fiber Optics Cable LOS D (S.U.E.*)
T FO
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
-L-
-L-
-L--L--L--L-
-L-
-L-
-L-
-L-
-L--L--L--L--L--L--L-
-L-
-Y5--Y4-NOTE: DRAWING NOT TO SCALE
INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
NOTES:
PROJECT CONTROL DATA AT:
THE FILES TO BE FOUND ARE AS FOLLOWS:
SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER
INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
HTTP://WWW.NCDOT.GOV/DOH/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/
THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
TIP R5014_LS_CONTROL.TXT
SHEET NO.PROJECT REFERENCE NO.
LOCATION AND SURVEYS
R-5014
SURVEY CONTROL SHEET R-5014
1C-1
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
VERTICAL DATUM USED IS NAVD 88
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
>
-L-
-Y3-
-Y2-
-Y3B
--Y3A-
-Y1A--Y3B- STA. 11+92.00BEGIN CONSTRUCTION-Y5- STA. 10+70.00BEGIN CONSTRUCTION-Y3A- STA. 11+60.00
BEGIN CONSTRUCTION
-Y1A- STA. 11+70.00
BEGIN CONSTRUCTION
-Y3- STA. 11+00.00
BEGIN CONSTRUCTION
-Y2- STA. 10+15.00
BEGIN CONSTRUCTION -Y4- STA. 10+15.00BEGIN CONSTRUCTION -Y3C- STA. 11+00.00END CONSTRUCTIONE= 2,971,957.317
N= 841,988.169
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-8"
E= 2,971,582.261
N= 841,504.527
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-7"
E= 2,973,118.726
N= 839,364.923
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-9"
E= 2,973,499.421
N= 838,983.511
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-10"
E= 2,973,638.848
N= 838,235.759
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-5"
E= 2,972,311.705
N= 837,674.227
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-6"
E= 2,975,224.230
N= 838,189.588
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-11"
E= 2,975,781.285
N= 838,416.480
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-12"
E= 2,977,220.541
N= 839,614.440
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-14"
E= 2,977,562.949
N= 840,209.704
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-15"
E= 2,976,469.215
N= 839,740.307
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-13"
E= 2,977,711.549
N= 840,717.158
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-16"
BEGIN CONSTRUCTION
-L- STA 11+00
E= 2,971,970.4073
N= 842,691.635
LOCALIZED PROJECT COORDINATES
>
>
>
>
>
>
>
>
>>
>
>
E= 2,977,711.549
N= 840,717.158
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-16"
NCGS FOR MONUMENT "CENTROID1"
NORTHING: 840,300.00(ft) EASTING: 2,980,000.00(ft)
(GROUND TO GRID) IS: 1.0000332483
ELEVATION: 6.00(ft)
N 73 24’ 49.23" E 8,378.2025
"CENTROID1" TO -L- STATION 11+00 IS
R501414 GPS MON R5014-14 839614.4400 2977220.5410 4.59 113+00.79 15.03 RT
R501413 GPS MON R5014-13 839740.3070 2976469.2150 2.43 105+32.14 8.54 LT
R501412 GPS MON R5014-12 838416.4800 2975781.2850 13.80 89+85.54 19.71 RT
R501411 GPS MON R5014-11 838189.5880 2975224.2300 3.78 83+86.56 13.71 RT
R50148 GPS MON R5014-8 841988.1690 2971957.3170 14.73 17+80.89 354.45 RT
R50147 GPS MON R5014-7 841504.5270 2971582.2610 14.42 23+64.60 743.79 RT
R50146 GPS MON R5014-6 837674.2270 2972311.7050 21.59 66+12.30 1513.14 RT
R50145 GPS MON R5014-5 838235.7590 2973638.8480 7.45 66+98.94 84.72 RT
R501416 GPS MON R5014-16 840717.1580 2977711.5490 2.67 128+20.54 15.94 LT
R501415 GPS MON R5014-15 840209.7040 2977562.9490 5.08 122+95.93 16.82 LT
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET
BL
R501410 GPS MON R5014-10 838983.5110 2973499.4210 4.29 59+57.61 17.37 RT
R50149 GPS MON R5014-9 839364.9230 2973118.7260 1.96 54+14.84 17.83 LT
CONTROL DATA
NC GRID
NAD 83 NA 2011
MATCHLINE

-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L--Y1--Y1-
-L-
-L--L
--L--L-
-L-
NOTE: DRAWING NOT TO SCALE
INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
NOTES:
PROJECT CONTROL DATA AT:
THE FILES TO BE FOUND ARE AS FOLLOWS:
SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER
INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
HTTP://WWW.NCDOT.GOV/DOH/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/
THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
TIP R5014_LS_CONTROL.TXT
SHEET NO.PROJECT REFERENCE NO.
LOCATION AND SURVEYS
R-5014
SURVEY CONTROL SHEET R-5014
1C-2
>-L PC Sta. 146+66.99-Y1- POT Sta. 10+00.00
-MUP- POT Sta. 10+00.00
-MUP-
-MUP-
-
M
UP-
-MUP-
-MUP- STA. 10+11.33
BEGIN CONSTRUCTION
-MUP- POT Sta. 37+55.60
END CONSTRUCTION
-MUP-
END CONSTRUCTION
-L- STA 240+00
E= 2,987,724.6954
N= 840,566.837
LOCALIZED PROJECT COORDINATES
E= 2,979,090.807
N= 840,718.607
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-4"
E= 2,979,912.511
N= 840,851.362
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-3"
E= 2,981,789.103
N= 840,550.147
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-18"
E= 2,980,939.748
N= 840,649.796
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-17"
E= 2,987,475.393
N= 840,401.002
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-2"
E= 2,988,176.179
N= 840,782.732
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "R5014 GPS-1"
>
>>
>
>
>
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
VERTICAL DATUM USED IS NAVD 88
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
NCGS FOR MONUMENT "CENTROID1"
NORTHING: 840,300.00(ft) EASTING: 2,980,000.00(ft)
(GROUND TO GRID) IS: 1.0000332483
ELEVATION: 6.00(ft)
N 73 24’ 49.23" E 8,378.2025
"CENTROID1" TO -L- STATION 11+00 IS
R50141 GPS MON R5014-1 840782.7320 2988176.1790 6.93 119+21.95 10544.96 RT
R50142 GPS MON R5014-2 840401.0020 2987475.3930 7.61 237+01.84 27.50 RT
R50143 GPS MON R5014-3 840851.3620 2979912.5110 12.78 152+54.83 21.58 RT
R50144 GPS MON R5014-4 840718.6070 2979090.8070 2.78 144+16.88 36.72 RT
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET
BL
R501418 GPS MON R5014-18 840550.1470 2981789.1030 3.26 172+45.69 28.48 RT
R501417 GPS MON R5014-17 840649.7960 2980939.7480 2.30 163+33.17 18.50 RT
CONTROL DATA
NC GRID
NAD 83 NA 2011MATCHLINE
NOTE: DRAWING NOT TO SCALE
INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
NOTES:
PROJECT CONTROL DATA AT:
THE FILES TO BE FOUND ARE AS FOLLOWS:
SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER
INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
HTTP://WWW.NCDOT.GOV/DOH/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/
THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
TIP R5014_LS_CONTROL.TXT
SHEET NO.PROJECT REFERENCE NO.
LOCATION AND SURVEYS
R-5014
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
VERTICAL DATUM USED IS NAVD 88
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
>
NCGS FOR MONUMENT "CENTROID1"
NORTHING: 840,300.00(ft) EASTING: 2,980,000.00(ft)
(GROUND TO GRID) IS: 1.0000332483
ELEVATION: 6.00(ft)
N 73 24’ 49.23" E 8,378.2025
"CENTROID1" TO -L- STATION 11+00 IS
ALIGN STATION OFFSET NORTH EAST
L 42+30.33 -30.29 839794.30620 2972350.13244
L 42+30.35 -40.00 839791.39633 2972359.39405
L 42+66.10 -40.00 839757.27363 2972348.75285
L 42+95.09 40.00 839749.78581 2972264.06399
L 45+06.63 40.00 839518.17853 2972285.91430
L 46+88.38 40.00 839361.15369 2972410.94088
L 46+96.11 40.00 839356.13324 2972417.97748
L 46+96.11 -40.00 839421.78108 2972463.69795
L 47+92.93 40.00 839300.80054 2972497.42706
L 47+92.93 -40.00 839366.44838 2972543.14753
L 48+55.96 40.00 839267.29193 2972563.08088
L 49+70.63 45.00 839250.74782 2972696.52389
L 50+52.64 45.00 839283.11206 2972788.47468
L 50+52.64 -40.00 839357.04682 2972746.53841
L 50+61.32 -40.00 839361.32689 2972754.08429
L 50+85.31 45.00 839299.23071 2972816.89229
L 51+21.91 -40.00 839391.39098 2972811.54421
L 52+18.07 -40.00 839419.64476 2972914.86934
L 52+70.33 -45.00 839427.48032 2972973.29793
L 53+93.00 45.00 839315.59501 2973074.31547
L 53+93.00 -45.00 839398.87137 2973108.44825
L 56+98.52 45.00 839154.55706 2973308.40585
L 56+98.52 -45.00 839216.20851 2973373.97336
L 58+94.19 45.00 839012.00704 2973442.44199
L 58+94.19 -40.00 839070.23341 2973504.36686
L 61+21.58 45.00 838835.28172 2973520.78828
L 61+21.58 -40.00 838842.07007 2973605.51677
L 62+57.15 45.00 838700.14321 2973531.61541
L 62+57.15 -40.00 838706.93156 2973616.34391
L 63+83.95 -40.00 838587.38436 2973634.64063
L 63+83.95 45.00 838568.52016 2973551.76034
L 64+10.00 45.00 838543.12121 2973557.54134
L 64+47.56 67.05 838501.60969 2973544.37970
L 64+92.60 -45.00 838482.55042 2973663.62953
L 64+94.91 63.44 838455.94786 2973558.48056
L 65+20.00 45.00 838433.58903 2973583.33862
L 66+08.27 45.00 838343.82790 2973618.28569
L 74+57.05 -45.00 838227.68343 2974355.96618
L 75+52.05 45.00 838225.42838 2974486.40403
L 75+74.60 45.00 838244.11424 2974502.46915
L 78+34.34 -45.00 838394.22320 2974712.03108
L 78+92.44 45.00 838290.10504 2974734.15543
L 78+92.44 -45.00 838369.42989 2974776.67093
L 80+18.96 -45.00 838309.66499 2974888.17947
L 80+18.96 45.00 838230.34014 2974845.66397
L 80+52.92 45.00 838214.01116 2974878.31764
L 81+10.73 45.00 838190.55191 2974935.84315
L 81+25.00 -34.61 838261.30650 2974975.04811
L 84+48.00 45.00 838169.81606 2975293.04788
L 84+83.18 67.20 838157.93838 2975335.83429
L 86+97.47 40.00 838272.08759 2975530.74175
L 89+73.08 40.00 838392.53007 2975778.73693
L 92+08.44 40.00 838535.98800 2975980.27814
L 94+69.40 40.00 838761.25486 2976136.28544
L 95+16.80 45.00 838805.50594 2976159.92596
L 97+22.56 -40.00 839028.04729 2976153.67806
L 97+92.01 -40.00 839092.95449 2976178.38212
L 97+92.01 45.00 839062.71893 2976257.82273
L 99+76.92 45.00 839251.81356 2976305.43928
L 99+76.92 -40.00 839262.80658 2976221.15314
L 102+37.06 45.00 839509.76419 2976339.08247
L 102+37.06 -40.00 839520.75720 2976254.79633
L 104+97.62 45.00 839678.65055 2976459.98581
L 105+28.89 45.00 839688.72831 2976483.89765
L 107+19.81 45.00 839685.56834 2976638.96132
L 107+19.81 -40.00 839764.48569 2976670.53747
L 107+90.36 -45.00 839742.92018 2976737.89505
L 107+90.36 45.00 839659.36064 2976704.46149
L 109+68.37 -45.00 839707.13166 2976896.90625
L 109+68.37 45.00 839617.30544 2976891.31603
L 111+67.50 -45.00 839694.76306 2977095.65032
L 111+67.50 45.00 839604.93684 2977090.06009
L 113+43.98 -45.00 839659.71344 2977279.67105
L 113+43.98 45.00 839574.12141 2977251.85013
L 114+28.56 -45.00 839633.56799 2977360.10845
L 114+28.56 45.00 839547.97596 2977332.28754
L 116+00.00 45.00 839553.65031 2977530.56454
L 116+14.68 56.50 839549.95299 2977551.30632
L 116+55.79 60.64 839571.20908 2977597.50066
L 116+75.00 45.00 839597.57343 2977607.01349
L 117+01.47 -45.00 839682.41331 2977567.26847
L 117+18.00 45.00 839632.39392 2977643.83387
L 117+36.67 54.51 839643.60346 2977665.40741
L 117+78.76 61.50 839683.50337 2977699.16486
L 118+00.00 45.00 839713.83770 2977695.27093
L 120+05.14 45.00 839949.15195 2977692.68971
L 120+52.13 45.00 839992.03861 2977673.47368
L 120+80.95 -45.00 839983.78666 2977579.36007
L 124+78.95 -45.00 840403.37110 2977561.09222
L 124+78.95 45.00 840377.94192 2977647.42505
L 126+29.10 -45.00 840547.40484 2977603.51710
L 126+29.10 45.00 840521.97566 2977689.84992
L 127+25.00 -45.00 840643.03011 2977638.95997
L 127+63.00 -40.00 840677.13315 2977661.01062
L 130+98.95 45.00 840872.59533 2977941.24749
L 130+98.95 -40.00 840942.11204 2977892.33504
L 131+55.98 -45.00 840979.02247 2977936.10491
L 131+55.98 45.00 840905.41655 2977987.89456
L 133+88.11 45.00 840940.51547 2978172.63614
L 133+88.11 -45.00 841027.98615 2978193.82296
L 133+95.79 45.00 840938.70806 2978180.09812
L 133+95.79 -45.00 841026.17874 2978201.28494
L 137+08.69 45.00 840775.38565 2978391.34420
L 137+08.69 -45.00 840817.91215 2978470.66316
L 137+43.69 -45.00 840793.91166 2978485.88051
L 138+20.15 -40.00 840746.60935 2978527.25509
L 139+70.22 40.00 840630.07010 2978645.62577
L 139+70.69 45.00 840625.07703 2978646.23021
L 140+15.58 40.00 840635.63832 2978698.16841
L 140+15.58 -40.00 840714.04248 2978682.26912
L 141+85.12 40.00 840669.33269 2978864.32548
L 145+81.40 -40.00 840826.49331 2979236.79798
L 156+05.69 45.00 840822.80620 2980259.97825
L 156+83.47 -30.00 840892.43392 2980342.43004
L 156+86.20 -45.00 840907.16739 2980346.37778
L 158+45.30 45.00 840801.15871 2980495.24766
L 158+45.30 -45.00 840890.41846 2980506.76706
L 159+00.77 45.00 840794.05852 2980550.26452
L 159+00.77 -45.00 840883.31827 2980561.78392
L 161+20.13 45.00 840730.90281 2980740.98451
L 161+20.13 -45.00 840809.39653 2980785.01560
L 161+59.79 -35.00 840781.27291 2980814.71115
L 161+65.38 45.00 840708.76808 2980780.44385
L 161+83.79 45.00 840699.76253 2980796.49794
L 163+30.42 -35.00 840697.79729 2980963.52219
L 163+31.53 -30.00 840692.89295 2980962.04504
L 167+30.60 45.00 840432.24139 2981273.40483
L 169+63.22 45.00 840420.07424 2981537.81459
L 170+84.60 -30.00 840537.99029 2981618.15497
L 170+91.00 -45.00 840554.29594 2981617.89343
L 172+98.50 45.35 840556.23921 2981844.20483
L 172+98.50 -45.00 840638.76399 2981807.42560
L 177+36.46 -45.00 840498.10496 2982245.50158
L 177+36.46 45.00 840452.59289 2982167.85719
L 179+38.79 -45.00 840323.54851 2982347.81967
L 179+38.79 45.00 840278.03644 2982270.17527
L 181+92.00 45.00 840132.73969 2982516.80283
L 182+22.35 65.00 840114.15126 2982554.54524
L 182+37.96 -45.00 840225.27153 2982556.49513
L 182+59.11 -45.00 840228.64850 2982577.37725
L 182+61.70 -30.00 840214.25428 2982582.32826
L 231+50.00 -47.80 840205.10860 2986954.02174
L 231+66.29 70.00 840109.18544 2987024.32165
L 231+72.40 -60.00 840226.47934 2986967.93555
L 231+95.00 50.00 840140.42218 2987040.08204
L 232+20.12 -60.00 840249.15242 2987009.93380
L 232+45.00 -50.00 840252.17055 2987036.57472
ALIGN STATION OFFSET NORTH EAST
L 45+11.00 -40.00 839546.17802 2972360.97999
L 46+05.00 -48.00 839481.08471 2972410.78071
L 47+21.00 -47.00 839413.30176 2972488.12134
L 48+44.00 -40.00 839346.32690 2972580.17287
L 51+19.05 -61.93 839410.16276 2972799.74490
L 52+22.84 -47.00 839427.23217 2972919.39018
L 52+72.21 -52.00 839434.41067 2972975.65364
L 53+93.00 -58.00 839410.90018 2973113.37854
L 53+93.00 -45.00 839398.87137 2973108.44825
L 56+10.00 45.00 839211.32548 2973247.99019
L 56+10.00 65.00 839195.93113 2973235.22249
L 56+37.00 -54.00 839268.57232 2973333.18656
L 56+37.00 -45.00 839261.86664 2973327.18374
L 56+50.00 65.00 839171.94602 2973262.54949
L 56+50.00 45.00 839186.60262 2973276.15773
L 56+62.00 -54.00 839250.29242 2973352.90233
L 56+62.00 -45.00 839243.80062 2973346.66883
L 84+33.00 59.00 838152.71948 2975280.03433
L 84+33.00 45.00 838166.44575 2975277.27946
L 84+83.18 67.20 838157.93838 2975335.83429
L 103+90.00 53.00 839618.98983 2976396.02463
L 103+90.00 45.00 839624.18523 2976389.94123
L 104+20.00 -40.00 839704.31863 2976349.16536
L 104+24.00 -55.00 839718.55453 2976342.48886
L 104+25.00 45.00 839644.97210 2976410.21352
L 104+25.00 53.00 839639.02082 2976415.55975
L 104+44.00 -40.00 839722.22295 2976370.18735
L 104+44.00 -50.00 839730.12169 2976364.05465
L 107+50.00 60.00 839660.42753 2976661.41645
L 107+50.00 45.00 839674.35412 2976666.98871
L 109+69.00 56.00 839606.28762 2976891.26048
L 112+04.00 51.00 839595.96700 2977123.39301
L 113+97.00 45.00 839557.73191 2977302.27299
L 114+99.00 45.00 839533.68351 2977413.88953
L 115+17.00 50.00 839528.76152 2977435.32222
L 116+14.79 76.50 839531.83791 2977559.78338
L 122+47.00 -45.00 840156.74425 2977537.80268
L 123+22.00 -55.00 840237.49831 2977524.91005
L 123+75.00 -51.00 840294.71538 2977532.93653
L 124+32.00 -50.00 840355.50265 2977543.84230
L 125+45.00 -53.00 840468.98936 2977572.08014
L 126+45.00 -45.00 840563.57900 2977608.48144
L 126+70.00 -55.00 840592.15553 2977607.61649
L 126+70.00 -45.00 840588.77477 2977617.02767
L 126+95.00 -45.00 840613.64931 2977626.46811
L 126+95.00 -55.00 840617.36396 2977617.18365
L 127+15.00 -45.00 840633.29633 2977634.65624
L 127+71.00 -50.00 840689.31988 2977656.11445
L 127+71.00 -40.00 840684.62105 2977664.94174
L 129+84.00 45.00 840803.77403 2977858.74741
L 129+84.00 52.00 840798.78462 2977863.65717
L 130+32.00 45.00 840834.15482 2977891.81568
L 138+25.00 45.00 840673.87226 2978483.01005
L 138+58.00 84.00 840619.23141 2978499.69630
L 139+71.00 54.00 840616.08305 2978646.73232
L 141+78.00 47.00 840661.05756 2978858.74007
L 141+78.00 40.00 840667.91793 2978857.34888
L 166+06.00 45.00 840493.20073 2981164.73331
L 166+06.00 50.00 840488.83997 2981162.28713
L 167+55.00 47.00 840417.57153 2981298.35734
L 168+61.00 70.00 840369.54359 2981421.05122
L 172+35.00 61.00 840516.09524 2981792.57493
L 173+72.00 45.00 840574.78089 2981903.65760
L 180+81.00 45.00 840164.51170 2982390.77633
L 180+85.00 65.00 840144.43117 2982386.23857
L 182+05.00 52.70 840125.07519 2982532.36502
ALIGN STATION OFFSET NORTH EAST
PRELIMINARY RIGHT OF WAY TABLES
SURVEY CONTROL SHEET R-5014
1C-3
EXISTINGEXISTING
EXIST.EXIST.
EXIST.
SHLDR.
EXIST.
SHLDR.
(2’ MIN)(2’ MIN)
7’
STRIPING
1’ PAINT
EOT1’
THIS LINE
GRADE TO EOT11’11’5.5’EOTEOT11’11’11’EOTEOT5.5’
(FINAL PAVEMENT DESIGN)MAY 23, 2016
THIS LINE
GRADE TO EOT7’ PS
APPROX. 24’
EXISTING EOT8’
FDPS
11’ W/GR
EOT2’
FDPS
4’
WALL
RETAINING
9.5"
9.5"
9.5"
9.5"
9.5"
9.5"
THIS LINE
GRADE TO
THIS LINE
GRADE TO THIS LINE
GRADE TO
THIS LINE
GRADE TO
THIS LINE
GRADE TO
VAR.VAR.
6%
ROLLOVER
MAX
6%
ROLLOVER
MAX
1:1
1:1
1:11:1 9.5"
*
8’ POSTS WITH 6’-3" SPACING*
R-5014
-L- SR 1217 (COLINGTON RD)CL
POINT
SURVEY
2A-1
USE TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 1
GROUND
ORIGINAL
GROUND
ORIGINAL
-L- STA. 11+00.00 TO -L- STA. 43+10.00
-L- STA. 209+96.72 TO -L- STA. 229+00.00
DETAIL NO. 1
TYPICAL SECTIONS 2 & 3
USE DETAIL NO. 1 WITH
*
T
U
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
D1
V
W
TRANSITION FROM 2 TO 3 LANES.
NOTE:
C2 C2
E1 AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
C3C2
/// /// /// ///
MIN.
U
E2
MIN.MIN.
MIN.
Detail Showing Method of Wedging
L
D2 D1

E2
-L- SR 1217 (COLINGTON RD)C
-L- STA. 182+12.50 TO 183+00.00.
TRANSITION FROM TYP. 2 TO TYP. 1
-L- STA. 41+98.74 TO 43+10.00.
TRANSITION FROM TYP. 1 TO TYP. 2
2.5"2.5"
3"3"
C1D1E1
L
DETAIL NO. 2
CL
DETAIL NO. 4
CL
DETAIL NO. 3
COLINGTON RD / TOWER LN INTERSECTION
COLINGTON RD / COLINGWOOD LN INTERSECTION
COLINGTON RD / BAUM BAY DR INTERSECTION
TYPICAL SECTIONS 2 AND 3 AT
USE DETAIL NO. 4 WITH
SUNRISE CROSSING DR INTERSECTION
AT COLINGTON RD /
TYPICAL SECTIONS 2 AND 3
USE DETAIL NO. 3 WITH
C3
R1 5" MONOLITHIC ISLAND (KEYED IN)
VARIABLE DEPTH MILLING - 0" TO 3"
VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL)
C1
C2
PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
PROP. APPROX. 3.0" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B,
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B,
TYPE I19.0B, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
L
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
R2
D2
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE TYPE B25.0B,
E2
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B,
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH TO
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I19.0B,
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO
BE PLACED IN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE TYPE B25.0B,
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" IN DEPTH TO
BE PLACED IN LAYERS NOT GREATER THAN 5.5" IN DEPTH OR LESS THAN 3"
EARTH MATERIAL
EXISTING PAVEMENT
2’-6" CURB & GUTTER
PROP. APPROX. 3" CLASS IV AGGREGATE STABILIZATION
BE PLACED IN LAYERS NOT LESS THAN 1.5" OR GREATER THAN 2" DEPTH.
PAVEMENT SCHEDULE
S 4" CONCRETE WITH WELDED WIRE MESH
C4
PROP. APPROX. 2.5" ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5A,
AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
C6
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5A,
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH TO
BE PLACED IN LAYERS NOT LESS THAN 1" OR GREATER THAN 1.5" DEPTH.
C1 D1 E1
DETAIL NO. 5
C1 D1 E1
-L- STA. 86+04.00 LT
-L- STA. 84+46.00 TO
TYPICAL SECTION NO. 2
USE DETAIL NO. 5 WITHSTOP BLOCKSPAVE TO EX.REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/18/2017R:\Roadway\Proj\R5014_Rdy_typ.dgntest8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
C6C5
U
E2
MIN.MIN.
Detail Showing Method of Wedging
L

E2
C
3"3"
C5
C5
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5A,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
-Y1A- (TOWER LANE)
-Y2- (COLLINGWOOD LANE)
-Y3B- (SUNRISE CROSSING DRIVE)
-Y3C- (COLLINGTON POINT)
-Y4- (WATERSEDGE DRIVE)
-Y5- (MARSHY RIDGE ROAD)
-Y3- (SANDPIPER DRIVE)
-Y3A- (SCHOOL HOUSE ROAD)
DETAIL NO. 6**
DETAIL NO. 7***
TO -L- STA. 107+27.22 LT
-Y3C- STA. 10+53.74 RT
TO -Y3C- STA. 10+58.63 LT
-Y3C- STA. 10+34.71 LT
USE DETAIL NO. 7:
C1
C1
C1
E1
D1
E1
D1
E1 C1 D1
E1
C1
D1
E1
T
T
T SEE XSC’SVAR.SEE XSC’SVAR.SEE XSC’SVAR.
D1
T
TYPICAL SECTIONS 2, 3, 6 & 7
USE DETAIL NO. 6 WITH
THE ENGINEER
AT THE DISCRETION OF
TYPICAL SECTIONS 2, 3, 6, & 7
USE DETAIL NO. 2 WITH
FDPS
11’11’
7’
FDPS
7’
10’10’
0.08 0.080.02 0.02 0.02 0.02
8’
FDPS
11’11’
7’
FDPS
7’
10’10’
0.08 0.080.02 0.02 0.02 0.02
8’
GRADE TO THIS LINE
GRADE TO THIS LINE
9.5"9.5"
9.5"
0.02
8’EXISTING
0.02
EXISTING
0.08
8’
1:1
1:1
1:11:1
FDPS
7’
10’
0.081:1
9.5"
GRADE TO THIS LINE
0.02
8’ (11’ w/GR)
8’ (11’ w/GR)REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/18/2017R:\Roadway\Proj\R5014_Rdy_typ.dgntest8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5014
-L- SR 1217 (COLINGTON RD)CL
HINGE POINTFOR CUTSPOINT
GRADE
4:13:13:12A-2
USE TYPICAL SECTION NO. 2
NOTE:
SEE PLANS FOR TURN LANES AND TAPERS.
TYPICAL SECTION NO. 2
-L- SR 1217 (COLINGTON RD)CL
HINGE POINTFOR CUTSPOINT
GRADE
4:13:13:1 TYPICAL SECTION NO. 3
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
**
**
USE TYPICAL SECTION NO. 3
W V W
U
NOTE:
SEE PLANS FOR TURN LANES AND TAPERS.
MILL AS NEEDED.
T T
C2C1 C2 C1
D1 D1
TT
D1D1
C1C1
E1E1
E1 E1
W WEDGING
V VAR. MILL 0"-3"
U EX. PAV’T
T EARTH MAT.
PAV’T SCHEDULE
R1 MON. ISLAND
C1 3" S9.5B
C2 1" S9.5B
C3 VAR. S9.5B
D1 2" I19.0B
L 3" STAB. AGG.
R2 2’-6" C&G
E1 4" B25.0B
D2 VAR. I19.0B
E2 VAR. B25.0B
-L- SR 1217 (COLINGTON RD)CL
HINGE POINTFOR CUTSPOINT
GRADE
4:13:1 TYPICAL SECTION NO. 4
GROUND
ORIGINAL
V W
U
C2WC2
T
3:1
GROUND
ORIGINAL
-L- STA. 182+57.16 TO -L- STA. 183+00.00
USE TYPICAL SECTION NO. 4
MILL AS NEEDED.
USE DETAILS NO. 1 THRU 5 WITH TYPICAL NO. 2
S 4" CONC.
C4 2" SF9.5A
C6 VAR. SF9.5A
C5 1" SF9.5A
**
*SEE DETAIL NO. 1
***
**
***SEE DETAIL NO. 7
*SEE DETAIL NO. 1
**
**
**
## 2:1# 2:1#
AND SAV PRESENT
2:1 FILL SLOPES USED WHERE ROCK PLATING REQUIRED
AND SAV PRESENT
2:1 FILL SLOPES USED WHERE ROCK PLATING REQUIRED
-L- STA. 120+05.14 (EQUALITY) TO -L- STA. 121+00.00
-LA- STA. 117+34.00 TO -LA- STA. 120+03.07 (EQUALITY)
-L- STA. 66+00.00 TO -L- STA. 75+25.00
-L- STA. 48+50.00 TO -L- STA. 50+00.00
USE DETAILS NO. 1, 2 & 4 WITH TYPICAL NO. 3
3:1GROUND
ORIGINAL
*
C1
TE1D1 NOTE:
SEE DETAIL NO. 1*
-L- STA. 152+34.13 (EXISTING BRIDGE) TO -L- STA. 182+57.16
-L- STA. 121+00.00 TO -L- STA. 147+22.84 (EXISTING BRIDGE)
-LA- STA. 111+67.50 (EQUALITY) TO -LA- STA. 117+34.00
-L- STA. 91+89.27 (EXISTING BRIDGE) TO -L- STA. 111+67.50 (EQUALITY)
-L- STA. 75+25.00 TO -L- STA. 90+00.64 (EXISTING BRIDGE)
-L- STA. 50+00.00 TO -L- STA. 66+00.00
-L- STA. 43+10.00 TO -L- STA. 48+50.00
**
SEE DETAIL NO. 6 WHERE PROP. GUARDRAIL PRESENT
SEE DETAIL NO. 6 WHERE PROP. GUARDRAIL PRESENT
SEE DETAIL NO. 6 WHERE PROP. GUARDRAIL PRESENT
3’2’4’
0.08 0.08
1’
10’ EXISTING
MULTI-USE
PATH
VAR.
3.8’ TO 6’
7.5’ TO 16.5’
VARIABLE 10’ EXISTING
MULTI-USE
PATH
0.02
11’
FDPS
0.08
4’
8’11’11’11’11’
FDPS
11’
FDPS
4’
8’
4’
8’
0.02 0.02 0.02
0.02 0.02 0.02 0.02
8’
8’
GRADE TO THIS LINE
0.02
GRADE TO THIS LINE
6"
9.5"9.5"
9.5"9.5"
EXISTING
EXIST.EXIST.
EXIST.
SHLDR.
(2’ MIN)
9’-15’
EXISTING
VARIABLE
13.3’ TO 26’
11’11’
1:1
1:1
1:1
1:1
VAR.
6%
ROLLOVER
MAX
FDPS
7’
10’
0.081:1
GRADE TO THIS LINE
9.5"
EXIST.
-L- SR 1217 (COLINGTON RD)
-L- SR 1217 (COLINGTON RD)CL
POINT
GRADE
CL
POINT
GRADE
HINGE POINTFOR CUTS4:13:1HINGE POINTFOR CUTS4:13:1GROUND
ORIGINAL
GROUND
ORIGINAL
TYPICAL SECTION NO. 6
V W
U
W
T T
USE TYPICAL SECTION NO. 6
NOTE:
SEE PLANS FOR TURN LANES AND TAPERS.
MILL AS NEEDED.
-L- STA. 229+00.00 TO -L- STA. 233+32.00
TYPICAL SECTION NO. 7
USE TYPICAL SECTION NO. 7
NOTE:
SEE PLANS FOR TURN LANES AND TAPERS.
MILL AS NEEDED.
-L- STA. 233+32.00 TO -L- STA. 235+77.02
U
WV
TT
R2
R1REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/18/2017R:\Roadway\Proj\R5014_Rdy_typ.dgntest8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5014 2A-3
D1
C1 C2 C1C2
D1
D1C1D1
C1 C2 C2
E1E1
E1 E1 E2
W WEDGING
V VAR. MILL 0"-3"
U EX. PAV’T
T EARTH MAT.
PAV’T SCHEDULE
R1 MON. ISLAND
C1 3" S9.5B
C2 1" S9.5B
C3 VAR. S9.5B
D1 2" I19.0B
L 3" STAB. AGG.
R2 2’-6" C&G
-L- SR 1217 (COLINGTON RD)CL
POINT
SURVEY
TYPICAL SECTION NO. 5
GROUND
ORIGINAL
C2 C2
-L- STA. 183+00.00 TO -L- STA. 209+96.72
USE TYPICAL SECTION NO. 5
3:1
*
*
TRANSITION FROM 0’ TO 11’
-L- STA. 229+00.00 TO -L- STA. 230+00.00
C4 2" SF9.5A
C6 VAR. SF9.5A
S 4" CONC.
GROUND
ORIGINAL
C5 1" SF9.5A
E1 4" B25.0B
E2 VAR. B25.0B
D2 VAR. B25.0B
**
**3:1VAR.
EXIST.
**
**
3:1
GROUND
ORIGINAL
3:1
GROUND
ORIGINAL 3:1GROUND
ORIGINAL
*
C1
TE1D1
NOTE:
SEE DETAIL NO. 1*
SEE DETAIL NO. 6 WHERE PROP. GUARDRAIL
SEE DETAIL NO. 6 WHERE PROP. GUARDRAIL
10’10’
0.08 0.08
11’11’
8’
GRADE TO THIS LINE
GRADE TO THIS LINE
6.5"6.5’
9.5"9.5"
0.02 0.02
3’3’
13’ TO 21’12’ TO 13’
EXIST EXIST
0’ TO 15’
VARIABLE
EXIST
EXISTINGEXISTING
EXIST.EXIST.
EXIST.
SHLDR.
EXIST.
SHLDR.
(2’ MIN)(2’ MIN)
EXISTINGEXISTING EXISTING
10’10’
0.08 0.08
8’
GRADE TO THIS LINE
6.5’
0.02 0.02
3’3’
1:1
1:1
1:1
1:11:11:1
8’ +/-8’ +/-
VAR.VAR.
6%
ROLLOVER
MAX
6%
ROLLOVER
MAX
6%
ROLLOVER
MAX
6%
ROLLOVER
MAX
VAR.VAR.
CL
3:1POINT
GRADE
CL
4:1FOR CUTSHINGE POINT3:1GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
-L- SR 1217 (OCEAN BAY BLVD)
TYPICAL SECTION NO. 8
U
TT
USE TYPICAL SECTION NO. 8
NOTE:
SEE PLANS FOR TURN LANES AND TAPERS.
-L- STA. 237+87.00 TO -L- STA. 240+00.00
C1
E1
USE TYPICAL SECTION NO. 9
NOTE:
MILL AS NEEDED.
T
T
E1
C2 C1
SEE PLANS FOR TAPERS.
-Y3- STA. 11+00.00 TO -Y3- STA. 12+31.39
D1 D1C2
TYPICAL SECTION NO. 9
V
V
W
W
UU
-Y1A- STA. 11+70.00 TO -Y1A- STA. 13+39.82
-Y2- STA. 10+15.00 TO -Y2- STA. 11+34.31
-Y3B- STA. 11+92.00 TO -Y3B- STA. 12+03.27
-Y3C- STA. 10+11.01 TO -Y3C- STA. 11+00.00
-Y4- STA. 10+15.00 TO -Y4- STA. 11+56.10
-Y5- STA. 10+70.00 TO -Y5- STA. 12+55.03
-Y1A- (TOWER LANE)
-Y2- (COLLINGWOOD LANE)
-Y3B- (SUNRISE CROSSING DRIVE)
-Y3C- (COLLINGTON POINT)
-Y4- (WATERSEDGE DRIVE)
-Y5- (MARSHY RIDGE ROAD)
-Y3- (SANDPIPER DRIVE)***-Y3A- (SCHOOL HOUSE ROAD)
-Y3A- STA. 11+60.00 TO -Y3A- STA. 12+63.62*POINT
SURVEY
C4 C4C5C5
E1E1REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/18/2017R:\Roadway\Proj\R5014_Rdy_typ.dgntest8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5014 2A-4
W WEDGING
V VAR. MILL 0"-3"
U EX. PAV’T
T EARTH MAT.
PAV’T SCHEDULE
R1 MON. ISLAND
C1 3" S9.5B
C2 1" S9.5B
C3 VAR. S9.5B
D1 2" I19.0B
L 3" STAB. AGG.
R2 2’-6" C&G
C4 2" SF9.5A
C6 VAR. SF9.5A
S 4" CONC.
CL
POINT
SURVEY
TYPICAL SECTION NO. 11 GROUND
ORIGINAL
GROUND
ORIGINAL
C2 C2
-Y1- STA. 12+16.76 TO -Y1- STA. 13+87.34
USE TYPICAL SECTION NO. 11
-Y1- US 158 (CROATAN HWY)**NOTE:
MILL AS NEEDED.
SEE PLANS FOR TAPERS.
EXCLUSIVE RIGHT TURN LANE ON SOUTHBOUND US 158
C5 1" SF9.5A
D2 VAR. B25.0B
E2 VAR. B25.0B
E1 4" B25.0B
***
***
***SEE DETAIL NO. 7
CL
3:1POINT
GRADE
4:1FOR CUTSHINGE POINT3:1GROUND
ORIGINAL
GROUND
ORIGINAL
USE TYPICAL SECTION NO. 10
NOTE:
T T
SEE PLANS FOR TAPERS.
-Y3- STA. 12+31.39 TO -Y3- STA. 12+59.93
-Y3- (SANDPIPER DRIVE)
C4 C4
E1E1
TYPICAL SECTION NO. 10
EXIST.EXI
ST.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
30’30’30’
R 20’R 20’11’11’11’11’11’P.S.4’2’-6" C&G
+00.00200’ LANE TRANSITION RT+00.00+00.0011’+00.00432’ LANE TRANSITION LT
+32.00+82.00150’ LANE TAPER
+32.00420’ LANE TRANSITION LT
+75.00150’ LANE TRANSITION RT
200’ FULL LEFT TURN LANES
50’
TAPER
+32.00100’ LANE TAPER
4’PS R 30’+50.00R 2’
R 10’R 10’R 10’R 10’
SIDEWALK
TIE TO EX.+55.00R 2’4’R 1’
R 102’4’+70.0080’+50.0011’11’11’-L--L--Y1--Y1-2’-6" C&G
TIE TO EX.
R 55’+05.00R 55’
R 55’
R 50’
2’-6" C&G
SIDEWALK &
TIE TO EX.
SIDEWALK
TIE TO EX.US 158 CROATAN HWYUS 158 CROATAN HWYCOLINGTON RD OCEAN BAY BLVD
MONOLITHIC ISLAND11’13.3’11’-L- (COLINGTON RD / OCEAN BAY BLVD.) & -Y1- (US 158 CROATAN HWY)
INTERSECTION DETAIL
E XBEGIN 2’-6" CURB AND GUTTER
BEGIN 2’-6" CURB AND GUTTER
PARK DR
AVE
MUSTAIN
SIDEWALK
TIE TO EX.REVISIONS ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/18/2017R:\Roadway\Proj\R5014_rdy_psh_2B-1.dgntest8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5014
NAD 83/NA 2011SIDEWALK / CONCRETE ISLAND
EXISTING TRAFFIC SIGNAL
SEE SHEETS 19 AND 20 ROADWAY PLANS
DRIVEWAY RADII ARE 5’ UNLESS OTHERWISE NOTED
NOTES:
2B-1
235+00230+00240+0015+00
10+00
CR CR
CR CR
CR
PROPOSED RETAINING WALLS -WALL1- AND -WALL2-
RETAINING WALL #1 (-WALL1-) LENGTH = 42.18’
RETAINING WALL #2 (-WALL2-) LENGTH = 99.90’-L
- CO
L
INGTON
RDPOINTE DR-Y3C- COLINGTON LEXINGTON LNFDPS
EOT2’4’
1:1 WALL
RETAINING
8’ POSTS WITH 6’-3" SPACING
*
*
FOR PLANS SEE SHEET 10
105
106
107
108
109
-WALL2
--WALL1--WALL1--WALL2-
RETAINING WALL
REMOVE EX
RETAINING WALL
REMOVE EX
-Y3C- STA. 10+69.88 (41.66’ RT)
-WALL2- PC STA. 10+00.00
BEGIN RETAINING WALL #2
-L- STA. 107+38.88 (35.00’ LT)
-WALL2- POT STA. 10+99.90
END RETAINING WALL #2
-Y3C- STA. 10+67.06 (16.00’ LT)
-WALL1- POT STA. 10+00.00
BEGIN RETAINING WALL #1
-Y3C- STA. 10+28.84 (21.33’ LT)
-WALL1- PC STA. 10+42.18
END RETAINING WALL #1
ELEVATION = 0.32’
WATER
TOP OF 9/18/2017R:\Roadway\Proj\R5014_rdy_wall envelopes.dgntestDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
2B-2R-5014
0’
(ENGLISH)
20’40’20’
10’
10+00
AT-1
AT-1GRAU
350
TL
-3 NAD 83/NA 2011-8
-4
0
4
8 ELEV. = 4.87’
-Y3C- STA. 10+35.32, 17.23’ LT
-WALL1- STA. 10+34.46 = ELEV. = 4.87’-Y3C- STA. 10+36.77, 16.72’ LT-WALL1- STA. 10+32.93 = TOP OF WALL
(+)0.0000%
10+00 10+50
TOP OF WALL
ELEV. = 4.66’-Y3C- STA. 10+36.77, 25.87’ RT-WALL2- STA. 10+46.50 = ELEV. = 4.66’
-Y3C- STA. 10+66.85, 34.16’ RT
-WALL2- STA. 10+08.09 =
ELEV. = 5.74’
-L- STA. 107+27.22, 35.00’ LT
-WALL2- STA. 10+88.24 =
-8
-4
0
4
8
-8
-4
0
4
8ELEV. = 5.74’-L- STA. 107+00.00, 35.07’ LT-WALL2- STA. 10+58.40 = ELEV. = 5.74’
-L- STA. 107+19.81, 35.00’ LT
-WALL2- STA. 10+80.83 =
ELEV. = 4.66’
-Y3C- STA. 10+50.00, 18.57’ RT
-WALL2- STA. 10+33.70 =
ELEV. = 0.87’
-Y3C- STA. 10+66.85, 34.16’ RT
-WALL2- STA. 10+08.09 =
ELEV. = -0.49’
-Y3C- STA. 10+50.00, 18.57’ RT
-WALL2- STA. 10+33.70 =
ELEV. = 0.28’
-L- STA. 107+27.22, 35.00’ LT
-WALL2- STA. 10+88.24 =
ELEV. = -1.26’
-L- STA. 107+19.81, 35.00’ LT
-WALL2- STA. 10+80.83 = ELEV. = -1.23’-Y3C- STA. 10+36.77, 25.87’ RT-WALL2- STA. 10+46.50 = ELEV. = -1.89’-L- STA. 107+00.00, 35.07’ LT-WALL2- STA. 10+58.40 = WALL 1
WALL 2
ELEV. = 1.85’
-L- STA. 107+38.88, 35.00’ LT
-WALL2- STA. 10+99.90 =
ELEV. = 2.29’
-Y3C- STA. 10+67.06, 16.00’ LT
-WALL1- STA. 10+00.00 =
ELEV. = 2.30’
-Y3C- STA. 10+28.84, 21.33’ LT
-WALL1- STA. 10+42.18 =
10+50(+)33.3333%(-)3
3.3
3
3
3
%ELEV. = 4.87’-Y3C- STA. 10+50.00, 16.00’ LT-WALL1- STA. 10+17.49ELEV. = 4.87’
-Y3C- STA. 10+59.31, 16.00’ LT
-WALL1- STA. 10+07.75 = ELEV. = 2.62’-Y3C- STA. 10+50.00, 16.00’ LT-WALL1- STA. 10+17.49ELEV. = 3.01’-Y3C- STA. 10+36.77, 16.72’ LT-WALL1- STA. 10+32.93 = ELEV. = 3.18’
-Y3C- STA. 10+35.32, 17.23’ LT
-WALL1- STA. 10+34.46 =
ELEV. = 2.81’
-Y3C- STA. 10+59.31, 16.00’ LT
-WALL1- STA. 10+07.75 =
PI Sta 10+20.71
D
L = 12.77’
T = 6.39’
R = 117.29’
PI Sta 10+35.01
D
L = 15.09’
T = 7.92’
R = 20.03’
ELEV. = 1.96’
-Y3C- STA. 10+69.88, 41.66’ RT
-WALL2- STA. 10+00.00 =
D
L = 17.43’
T = 11.88’
R = 10.00’
PI Sta 10+49.21
D
L = 24.04’
T = 13.14’
R = 24.00’
PI Sta 10+70.46
D
L = 20.68’
T = 10.35’
R = 298.92’
PI Sta 10+30.53
EXISTING GROUND
EXISTING GROUND
6 LF OF 60" CAAP
EXISTING 60" CMP WITH
COLLAR AND EXTEND
60" CMP
INVERT = -2.79’
TOP = 2.19’
60" CMP
(+)33.3333%(+)9.1059%
(+)0.0000%(-)3
3.3
3
3
3
%(+)0.0000%
INVERT = -3.00’
TOP = 2.02’
60" CMP105+00
STRUCTURE ANCHOR UNITTYPE III - SHOP CURVEDDIRECTED BY ENGINEER
SEE ROADWAY PLANS OR AS
SHOP CURVED GUARDRAIL
STRUCTURE ANCHOR UNITTYPE III - SHOP CURVEDPLAN VIEW
END SHOE
10 GA
ELEVATION
GRADE
FINISH
(ONE RAIL INSIDE ANOTHER)
THRIE BEAM GUARDRAIL ’NESTED’
SEE STRUCTURE PLANS
POINT FOR END SHOE ANCHORAGE,
VERTICAL PLANE AT THE ATTACHMENT
-SEE STANDARD 862.03 SHEET 4 FOR POST SECTIONS 1 THRU 9.
-LAP JOINTS IN THE DIRECTION OF TRAFFIC FLOW.
-USE NO STEEL POSTS WITHIN THE GUARDRAIL ANCHOR UNIT LIMITS.
-MEASURE GUARDRAIL HEIGHT FROM THE TOP OF ADJACENT SURFACE (SHOULDER, BERM, OR GUTTER).
TO AN APPROACH SLAB.
-SHOULDER BERM GUTTER MUST BE INSTALLED TO THE LIMITS 8" x 4" LIP CURB IS SHOWN IF ANCHOR UNIT IS NOT ADJACENT
IS NOT PRESENT.
*THE DISTANCE FROM END OF BRIDGE RAIL TO CENTER LINE OF THE FIRST POST SHOULD BE 11 " IF CONCRETE BACKWALL
**POST NOT REQUIRED FOR SKEW ANGLES GREATER THAN 150 OR LESS THAN 30 UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
NOTE:
FOR ATTACHMENT TO RAIL ON BRIDGE
GUARDRAIL ANCHOR UNIT, TYPE III - SHOP CURVEDRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH DETAIL DRAWING FORENGLISH DETAIL DRAWING FORT.S.Spell
E.E.Ward
5-29-09
EOP
PAVED SHOULDER
ADDITIONAL
4" x 8" APPROACH SLAB LIP CURB
CHECKED BY:
FILE SPEC.:
DATE:
DATE:
FAX [phone]Office 919-707-6950
AND DEVELOPMENT UNIT
CONTRACT STANDARDS
DATE:ORIGINAL BY:
MODIFIED BY:5/14/99SHEET NO .PRO JECT REFEREN CE NO .$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$SKEW
1 1 1 1
SEE PLATE FOR TITLE
4 SPACES

VAR. (MAX. 1’-6 ")

SHOULDER BREAK PO
@ 1’-6 "
ward:\usr\details\stand\862stds\typeiiisc.dgn
TYPE III SCTYPE III SC
1’-10"
APPROACH SLAB
11 "
3 SPACES
@ 3’-1 "
PAY LIMITS FOR GUARDRAIL ANCHOR UNIT,
TYPE III - SHO P CU RV ED 1’-10"
FINISH GRADE
CONCRETE BACKWALL
FILL FACE1’-11"1 2 3 4 5 6 7 8 9
PAY LIMITS
WTR SECTION
APPROACH SLAB
CONCRETE BACKWALL
1"
BRIDGE RAIL
4-4-02
SEE ROADWAY PLANS FOR END TREATMENT
SEE PLANS
INT
PROFESSION
A
LE
NG INE ERNORTHCAROLINA
SEAL
notrewoH .S
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2C-1
D O CU M EN T N O T C O N SID ER ED FIN A L
U N LESS ALL SIG N A TU RES C O M PLETED
R-5014
CHECKED BY:
FILE SPEC.:
DATE:
DATE:
FAX [phone]Office 919-707-6950
AND DEVELOPMENT UNIT
CONTRACT STANDARDS
DATE:ORIGINAL BY:
MODIFIED BY:5/14/99SHEET NO .PRO JECT REFEREN CE NO .$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$WITH GRATE & FRAME REMOVED
6"6"4"SEE NOTE
6"6"6"3"6"12"#4 BAR
GENERAL NOTES:
12" CENTERS AS DIRECTED BY THE ENGINEER.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
USE CLASS "B" CONCRETE THROUGHOUT.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
DRAWING NOT TO SCALE.
DOWEL(SEE NOTE)4"TOP ELEVATION
rnbritt 09-27-2016
E.E. WARD
details/nbritt/english/rural/r5014 840d14min.dgn
3-4-02
DOWEL(SEE NOTE)
TOP ELEVATION
2" WEEP HOLE2" WEEP HOLE
12"DUCTILE IRON PIPE
12"DUCTILE IRON PIPE
12"DUCTILE IRON PIPE
12"DUCTILE IRON PIPE
STD.840.16 FRAME & GRATE
3'-0"1'-5"1'-5"2'-0"
12"DUCTILE IRON PIPE
STD.840.16 FRAME & GRATESPECIAL CONCRETE DROP INLETSPECIAL CONCRETE DROP INLET DROP INLET
SPECIAL CONCRETE
X
Y
Y
PLAN
SECTION X-X6"DOWEL
840D14 840D14
1 1
SECTION Y-YRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH DETAIL DRAWING FORENGLISH DETAIL DRAWING FORR-5014 2C-2
X
12" DUCTILE IRON PIPE12" DUCTILE IRON PIPEPROFESSION
A
LE
NG INE ER
N ORTH CARO
LINA
SEAL
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D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
840D02840D02840D02840D022'-0"2'-3"2'-6"3'-1"3'-10"4'-6"4'-11"5'-6"6'-0"CONCRETE CATCH BASIN
MINIMUM DEPTH CONCRETE CATCH BASINMINIMUM DEPTHCONCRETE CATCH BASIN
MINIMUM DEPTH CONCRETE CATCH BASINMINIMUM DEPTH12" THRU 84" PIPE12" THRU 84" PIPE6'-6"7'-0"7'-6"8'-6"8'-0"60"66"72"78"84"6'-3"6'-3"6'-11"6'-11"7'-6"7'-6"8'-1"8'-1"8'-9"8'-9"4'-1"2'-2"2'-10"3'-5"4'-9"5'-3"5'-11"6'-7"4'-4"4'-10"5'-5"6'-0"6'-7"7'-3"7'-11"8'-6"9'-1"9'-9"55667788445566772'-5"3'-1"3'-8"4'-4"5'-0"5'-6"6'-2"6'-10"4'-1"4'-7"5'-2"5'-9"6'-4"7'-0"7'-8"8'-3"8'-10"9'-6"4'-1"4'-7"5'-2"5'-9"6'-4"7'-0"7'-8"8'-3"8'-10"9'-6"47515661667278840.2000.2350.2890.3400.3910.4420.4930.5440.3470.5430.4320.6670.8020.9731.1601.3401.5301.7602.7223.0573.3923.7274.0620.3630.4400.5240.6150.7130.5460.6550.7740.8931.010B6"6"6"3"ABXXYY†"BACK OF CURBSEE STD.NO. 840.03FRAME, GRATE AND HOODDABABMMJJ6"6"A6"D8"6"6"GENERAL NOTES:USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.1 21 2HHUSE CLASS "B" CONCRETE THROUGHOUT.USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.CONSTRUCT WITH PIPE CROWNS MATCHING.CHAMFER ALL EXPOSED CORNERS 1".QUANTITIES ACCORDINGLY.8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUSTFOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVERTOP ELEVATIONTOP ELEVATIONSEE NOTEB6"6"6"3"1'-0"SEE STD.NO. 840.03FRAME, GRATE AND HOOD6"ECDSTEPS - STD. NO. 840.66HTOP ELEVATIONSEE NOTE6"3"A6"VARIESRISER HT.6"A6"6"6"EGDSTEPS - STD. NO. 840.66HTOP ELEVATIONVARIESRISER HT.1'-0"12" CENTERS AS DIRECTED BY THE ENGINEER.OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS ATAS SHOWN ON STD. NO. 840.00.IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLABON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" PLANSECTION X-XSECTION Y-YSECTION J-JSECTION M-MPLANPLANDETAIL SHOWING METHODOF RISER CONSTRUCTION3"1'-0"F#4 BARS "U"3"3"E6"1•"RRSS3"6"E6"6"1•"#4 BARS "U"#4 BARS "V"#4 BARS "V"F#4 BARS "U"3"3"6"1•"EXPANSION JOINTEXPANSION JOINTDEPRESSED GUTTER LINEGRATE & HOODEXPANSION JOINTS6'-0"CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES4'-6"4'-6"6"3'-0"3'-0"8"NORMAL CURB AND GUTTER ON LIGHT GRADESEXPANSION JOINTEXPANSION JOINTDEPRESSED GUTTER LINE6"8"USE ON GRADES OVER 2%1'-0"NORMAL GUTTER LINE6'-0"NORMAL CURB AND GUTTER ON STEEP GRADESONE PIPEDEDUCTIONSSLABTOPBARS-WLENGTHLENGTHLENGTHNO.NO.NO.BARS-UBARS-VLBS.TOTALDIMENSIONCOVEREFPIPEDASPANWIDTHWIDTHSPANBCGDIMENSIONS OF BOX AND PIPE12"15"18"54"48"42"36"30"24"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"2'-2"2'-2"2'-2"2'-2"2'-2"2'-2"2'-2"2'-2"2'-2"3'-4"3'-10"4'-5"5'-0"5'-7"------------------------441'-11"1'-5"233333339430.1610.1230.2350.2350.2350.2350.7720.8290.8871.0011.4331.7141.7382.0522.3870.0150.0230.0330.0590.0920.1320.1800.2350.2970.4010.3170.2430.1780.1270.0850.0490.0360.026R.C.C.M.1'-2"1'-8"#8 "W" BARS2 22 2@ EQUAL SPACES@ EQUAL SPACESMIN. HEIGHTHTOT. CONC. HEIGHT, H@ EQUAL SPACESSTD. 840.03 FRAME,6"12"#4 BARTOPELEV.ELEV.TOP@ EQUAL SPACESMINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) * * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHTFOR MINIMUMGRADES 2% AND UNDERUSE ON FLATSLABBOTTOMPLANSECTION S-SPLAN OF TOP SLABSECTION R-RDOWELELEVATIONELEVATIONCU.YDS. CONC. IN BOXMAX.10" 4'-5"5'-0"5'-7"3'-4"3'-10"RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OFSHEET OFENGLISH DETAIL DRAWING FOR ENGLISH DETAIL DRAWING FORRALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OFSHEET OFENGLISH DETAIL DRAWING FOR ENGLISH DETAIL DRAWING FORE.E. WARD
2002 Std.840.01
SEE PLATE FOR TITLE
3-1-02
CHECKED BY:
FILE SPEC.:
DATE:
DATE:
FAX [phone]Office 919-707-6950
AND DEVELOPMENT UNIT
CONTRACT STANDARDS
DATE:ORIGINAL BY:
MODIFIED BY:5/14/99SHEET NO .PRO JECT REFEREN CE NO .$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$12" THRU 84" PIPE 12" THRU 84" PIPE******** MAKE THE TOP SLAB 8" THICK.** FOR STRUCTURES WITH PIPE LARGER THAN 54", MAKE THE TOP SLAB 8" THICK.** FOR STRUCTURES WITH PIPE LARGER THAN 54",3'-0"2'-2"33'-0"2'-2"33'-0"2'-2"33'-0"2'-2"33'-0"2'-2"3PROFESSION
A
LE
NG INEER
N ORTH CARO
LINA
SEAL
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D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS ALL SIG N A TU R ES C O M PLETED
2C-3R-5014
COMPUTED BY: CALYX E+C DATE: 09-08-2017 PROJECT NO. SHEET NO.
CHECKED BY: ________________ DATE: __________STATE OF NORTH CAROLINA DIVISION OF HIGHWAYSNote: Earthwork quantities are calculated by the Roadway Design Unit. These earthwork quantities are based in part on subsurface data provided by the Geotechnical Engineering Unit.3B-1R-5014
Station Station Uncl. Undercut Embank. Borrow WasteExcav.+%-L- 11+00.00 -L- 43+10.00 41 0 0 0 41SUBTOTALS:41 0 0 0 41-L- 43+10.00 -L- 73+10.00 1,772 2,358 7,918 6,146 2,358-Y1A- 11+70.00 -Y1A- 13+39.82 23 181 158-Y2- 10+15.00 -Y2- 11+34.31 1 35 34-Y3- 11+00.00 -Y3- 12+59.93 3 172 169SUBTOTALS:1,799 2,358 8,306 6,507 2,358-L- 73+10.00 -L- 90+00.64 (BRIDGE) 636 581 3,245 2,609 581-Y3A- 11+60.00 -Y3A- 12+63.62 4 49 45SUBTOTALS:640 581 3,294 2,654 581-L- 91+89.27 (BRIDGE) -L- 111+67.50 (EQUALITY) 1,101 2,998 1,937 40-Y3B- 11+92.00-Y3B- 12+10.2728127-Y3C- 10+18.02-Y3C- 11+00.0023634SUBTOTALS:1,131 0 3,035 1,971 67-LA- 111+67.50 (EQUALITY)-LA- 120+03.07 (EQUALITY)98310749244-Y4- 10+15.00-Y4- 11+54.9234643-Y5- 10+70.00 -Y5- 12+55.65 7 117 110SUBTOTALS:993 10 912 153 244-L- 120+05.14 (EQUALITY) -L- 147+22.84 (BRIDGE) 870 179 2,571 1,761 239SUBTOTALS:870 179 2,571 1,761 239-L- 152+34.13 (BRIDGE) -L- 183+00.00 1,213 44 3,541 2,328 44SUBTOTALS:1,213 44 3,541 2,328 44-L- 183+00.00 -L- 209+96.72 354 459 105 0SUBTOTALS:354 0 459 105 0-L- 209+96.72 -L- 235+77.02 263 696 433SUBTOTALS:263 0 696 433 0-L- 236+49.02 -L- 240+00.00 16 0 0 16SUBTOTALS:16 0 0 0 16PROJECT TOTALS:7,320 3,172 22,814 15,912 3,590MATERIAL FOR SHOULDER CONSTRUCTION1,612 1,612LOSS DUE TO CLEARING & GRUBBINGADDITIONAL UNDERCUT6,0007,8007,8006,000LESS SELECT GRANULAR MATERIAL-4,124-4,124WASTE IN LIEU OF BORROW-318-318PROJECT TOTALS:7,3209,17228,10220,8829,272EST. 5% TO REPLACE TOP SOIL ON BORROW PIT1,044GRAND TOTALS:7,32021,926SAY:7,35021,950SUMMARY OF EARTHWORK SUMMARY OF EARTHWORK SUMMARY OF EARTHWORK SUMMARY OF EARTHWORK (IN CUBIC YARDS)(IN CUBIC YARDS)(IN CUBIC YARDS)(IN CUBIC YARDS)
COMPUTED BY: CALYX E+C DATE: 01-18-2017 PROJECT NO. SHEET NO.
CHECKED BY: _____________ DATE: __________
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
3B-2R-5014
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.
LENGTH "N" TOTAL
IMPACT
ATTENUATOR REMOVE
SURVEY LINE BEG. STA. END STA. LOCATION
WARRANT POINT DIST. FROM SHOULDER
FLARE LENGTH W TYPE 350 EXISTING REMARKS
STRAIGHT SHOP CURVED
DOUBLE
FACED APPROACH END TRAILING END
E.O.L. WIDTH
APPROACH
END
TRAILING
END
APPROACH
END
TRAILING
END
GREU, TL-2 GREU, TL-3 AT-1 EA G NG
GUARDRAIL
-L- 56+06.00 56+93.50 LT 87.50 56+44.00 8 11 25 25 0.5 0.5 2
-L- 55+95.00 56+95.00 RT 100 56+35.00 8 11 25 25 0.5 0.5 2
-L- 86+95.46 89+95.46 (BRG) LT 300 89+95.46 (BRG) 6 9 100 2 1 339.23
-L- 86+95.46 89+95.46 (BRG) RT 300 89+95.46 (BRG) 4.5 7.5 175 3.5 1 324.07
-L- 91+94.55 (BRG) 96+19.55 LT 425 91+94.55 (BRG)5 8 150 3 1 430.79
-L- 91+94.55 (BRG) 94+57.05 RT 262.50 91+94.55 (BRG) 5.5 8.5 125 2.5 305.15
-L- 94+93.23 95+93.23 RT 100 94+93.23 (BRG)8 11 50 1 1 86.71
-L- / -Y3C- -L-103+99.56 -Y3C- 10+65.25 LT 262.50 50 104+28.00 8 11 2
-Y3C-/-L- -Y3C- 10+77.00 -L- 108+15.00 LT 118.75 62.5 107+39.00 2 6 50 1 1 1
-L- 126+59.75 127+59.75 LT 100 126+78.00 8 11 25 25 0.5 0.5 2
-L- 126+11.25 127+56.00 RT 143.75 126+75.00 8 11 25 25 0.5 0.5 2
-L- 140+41.35 147+16.35 (BRG) LT 675 147+16.35 (BRG) 5 8 150 3 1 692.52
-L- 144+91.35 147+16.35 (BRG) RT 225 147+16.35 (BRG) 5 8 150 3 1 243.25
-L- 152+38.00 (BRG) 156+38.00 LT 400 152+40.27 (BRG) 5 8 150 3 1 418.09
-L- 152+40.27 (BRG) 153+52.77 RT 112.5 152+40.27 (BRG) 5 8 100 2 1 37.79
-L- 162+87.50 171+75.00 LT 887.5 171+00.00 8 11 50 50 1 1 2
SUBTOTALS:4500 112.5
8 11 3 2877.60
LESS ANCHOR DEDUCTIONS:
GREU, TL-2 8 @ 25ft 200.00
GREU, TL-3 11 @ 50ft 550.00
AT-1 3 @ 6.25ft 18.75
ANCHOR TOTALS:806.25
3806.25 112.5
3,825 125
ADDITIONAL GUARDRAIL POSTS=5 EA
GUARDRAIL TOTAL:
SAY:
GUARDRAIL SUMMARYGUARDRAIL SUMMARYGUARDRAIL SUMMARYGUARDRAIL SUMMARY
SHOP CURVED TYPE
III 2 @ 18.75ft 37.50
ANCHORS
SHOP CURVED TYPE III
1
1
2
SURVEY Station Station LOCATION ASPHALT
LINE LT/RT/CL REMOVAL
-L- 48+50.00 50+00.00 CL 237.12
-L- 66+00.00 75+25.00 CL 2031.36
-LA- 116+96.64 120+03.07 CL 653.51
-L- 120+05.14 121+00.00 CL 252.21
-L- 11+00.00 111+67.50 LT 1005.74
-LA- 111+67.50 120+03.07 LT 247.43
-L- 120+05.14 240+00.00 LT 970.17
-L- 11+00.00 111+67.50 RT 1371.52
-L- 120+05.14 240+00.00 RT 945.21
TOTAL:7,714.28
SAY:7,720
PAVEMENT REMOVAL SUMMARYPAVEMENT REMOVAL SUMMARYPAVEMENT REMOVAL SUMMARYPAVEMENT REMOVAL SUMMARY
SURVEY Station Station LOCATION ASPHALT
LINE LT/RT/CL BREAKUP
-L- 48+50.00 50+00.00 CL 267.56
-L- 66+00.00 66+83.22 LT 117.31
-LA- 116+96.64 117+34.00 LT 18.07
TOTAL:402.94
SAY:410
PAVEMENT BREAKING SUMMARYPAVEMENT BREAKING SUMMARYPAVEMENT BREAKING SUMMARYPAVEMENT BREAKING SUMMARY
CPARKER7,11/14/2016,R:\Roadway\Proj\R5014_rdy_Parcel Index_3P-1.xlsPROJ. REFERENCE NO.PROJ. REFERENCE NO.PROJ. REFERENCE NO.PROJ. REFERENCE NO. SHEET NO.SHEET NO.SHEET NO.SHEET NO.R-5014 3P-1 PARCEL INDEX SHEETPARCEL No. SHEET No. PROPERTY OWNER NAMEPARCEL No. SHEET No. PROPERTY OWNER NAME1 6 JEANNE M. LAURO60 10 WILLIAM JOSEPH MEYERS, JR.2 6 CYNTHIA STEVENS61 10 MARK D. NUNEMAKER3 6 THOMAS P. MAGNANELLI, SR.62 10 COLINGTON VENTURES4 6 DEBORAH H. STOKES CLINKSCALES63 10 BRANDON BEASLEY5 6 DEBORAH STOKES CLINKSCALES64 10 & 11 ROBERT SHANE MOORE6 6 STEVE P. KING65 10 COLINGTON POINT DEVELOPERS, LLC7 6 JOAN E. CASTEEL66 10 & 11 COLINGTON POINT DEVELOPERS, LLC8 6 COLINGTON HARBOUR ASSOCIATION INC67 11 STANLEY W. MOORE9 6 STEVEN R. HAMM68 11 MARK D. NUNEMAKER10 6 JOYCE L. JORDAN69 11 CEMETERY11 6 JOHN W. DEMPEWOLF70 11 JUDY M. DEAVER12 6 HOLLISTYNE CREECY BLUITT71 11 JUDY M. DEAVER13 6 WILLIAM A. WILLFORD72 11 CAROLINA TELEPHONE14 6 CARLYN ANN LAUGHLIN73 11 JAMES FRANKLIN MOORE15 6 ROBBIE PAETOW74 11 MARSHY RIDGE RETREAT16 6 JEFFREY JUSTIN MITCHELL & NATALIE KAYLIN MITCHELL 75 11 MILDRED B. BYRUM17 6 MARGARETTE M. UMPHLETT76 11 MURRAY EUGENE BRIDGES18 6 CARL E. WORSLEY, JR.77 11 COLLINGTON RD LLC19 6 BEASLEY BEASLEY & BEASLEY78 11 CLAUDE H. EURE20 6 BJ DEVELOPMENTS79 11 JAMES M. SMITH21 6 WILLIAM J. WEATHERLY - NO CLAIM80 11 WILLIAM WALTER LADOW, JR.22 6 BJ DEVELOPMENTS81 11 SANDRA JEAN LADOW23 6 & 7 ALAIN J. TTEE PIRRONE & MONIKA C. TTEE PIRRONE 82 11 & 12 DAVIE L. FLOYD24 7 LEWIS R. BEASLEY & JUNE E. BEASLEY83 11 JIMMIE D. SUMMERELL25 7 NANCY K. BALONIS84 11 & 12 CHARLOTTE M. BEASLEY26 7 TERRY BEASLEY85 12 JOBY LANE BEASLEY27 7 WILLIAM T. CAROON86 12 KIMBERLY PAIGE MURRY28 6 & 7 RICHARD A. COHEN87 12 LARRY REID PARKER29 7 JOSEPH JONES JR. 88 12 GEORGE THOMAS BEASLEY30 7 GARY LEE KENNEDY89 12 HAROLD E. GESSFORD31 7 JANE C. BALDWIN90 12 CARSON LEE BEASLEY32 7 JASON B. HILL91 12 SANDRA BEASLEY NEAL33 7 GARLAND H. DUNSTAN, JR.92 12 DARRELL BEASLEY34 7 SHINGLE LANDING OF COLINGTON CORP93 12 DALE BEASLEY35 7 US CELLULAR94 12 ADRIAN S. BRIDGES36 7 & 8 EDWARD G. COLLIER95 12 JAMIE S. PARKER, SR.37 7 ISABEL LOPEZ AND BLANDINA LOPEZ96 12 DAVID C. CREECY38 8 LUIS RODRIGEZ JR.97 12 JERRY M. CREEF98 12 BILLY CONRAD BEASLEY40 7 & 8 HARBRINGER LAND & TIMBER, LLC99 12 &13 JAMIE SCOTT PARKER41 8 COLINGTON HARBOUR ASSOC.100 12 ANDREW R. OTTAVIO42 8 NANCY Z. ROTEN101 12 COLINGTON MOBILE HOME PARK43 8 COLINGTON UNITED CHURCH102 12 BILLY CONRAD BEASLEY44 8 & 9 LIBERTY CHRISTIAN FELLOWSHIP103 12 &13 CHESTER W. SMITH, 3RD44A 9 GARY D. CRANE, JR.104 13 ROBERT J. LUNDEN45 8 & 9 LIBERTY CHRISTIAN FELLOWSHIP105 14 RALPH DEAN BEASLEY HEIRS46 9 JLS PROPERTIES, LLC106 14 WALKABOUT LLC47 9 EVELYN G. CARLISLE107 14 DABNEY & KIM SHORT, WALKABOUT LLC48 9 TANYA TILLETT CROW108 14 DABNEY & KIM SHORT, WALKABOUT LLC49 9 & 10 DAVID A. SHAW109 14 ARGIE SHULTZ50 10 LGI LAND NC, LLC110 14 ARGIE SHULTZ51 10 AVA COL SOL JOHNSON111 14 J. FRAZIER EDWARD TTEE52 10 REGINA OUTLAW ZEINER112 14 FAY B. MAJOR53 10 JANICE WILLIAMS O'NEAL113 14 W.E. BENNETT & CHERYL M. JEFFERS54 10 CODY JACOB HUDOCK114 14 JASON B. HILL & TANYA N. HILL55 10 GARY GENE BEASLEY115 14 J. CARL HAYES56 10 CHRISTOPHER K. ARCHER116 14 &15 DARE COUNTY57 10 GARLAND H. DUNSTAN, JR.117 15 DWIGHT H. WHELESS58 10 JASPER DONNIE GAMIEL118 15 GEORGE GARDNER5910MAYNARD R. OUTLAW119151085 COLLINGTON RD LLCSTATE OF NORTH CAROLINADIVISION OF HIGHWAYS
CPARKER7,11/14/2016,R:\Roadway\Proj\R5014_rdy_Parcel Index_3P-1.xlsPROJ. REFERENCE NO.PROJ. REFERENCE NO.PROJ. REFERENCE NO.PROJ. REFERENCE NO. SHEET NO.SHEET NO.SHEET NO.SHEET NO.R-5014 3P-2 PARCEL INDEX SHEETPARCEL No. SHEET No. PROPERTY OWNER NAMEPARCEL No. SHEET No. PROPERTY OWNER NAME120 15 JIMMIE D. SUMMERELL121 15 D. S. E. INVESTMENT, LLC122 15 ROBERT W. NUSBAUM123 15 DANIEL P. PARSONS ETAL124 15 DAVID RANDOLPH PARSONS ETAL125 15 COLINGTON CAFE126 15 STACY NEIL LANCASTER127 15 DAYSPRING FARMS LLC128 15 DOUGLAS E. STOVER129 15 BAUM BAY HARBOR CIVIC ASSOCIATION130 15 JEFFREY D. JACOBSON131 15 ROBERT CRAIG WHITTEN13215, 16, 17, 18 & 19UNITED STATES DEPARTMENT OF INTERIOR133 15, 16 & 17 UNITED STATES DEPARTMENT OF INTERIOR134 19 LOI NGOC TRAN135 19 JOSEPH ANDREW LIVERMAN136 19 MICHAEL A. MCVAUGH137 20 CHRISTOPHER ALLEN HEDGEPETH138 20 JOEY O. FERGUSON139 20 JOEY FERGUSON140 19 & 20 WADDINGTON CORP.STATE OF NORTH CAROLINADIVISION OF HIGHWAYS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5".A BFT. FT. FT.%CY CY CY EACHE F GCY CY CY12" DUCTILE IRON PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'CONVERT EXISTING J.B. TO D.I.BERM DITCH OUTLET STD. 850.10 (PER EACH)T.B.D.I. FOR STEEL GRATES STD. 840.36FRAME, GRATES,AND HOODSTD. 840.03STEEL FRAME WITH TWO GRATES STD. 840.37G.D.I.(N.S. SAG) FRAME W/ 2 GRATES STD. 840.24G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28G.D.I.(W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27CONCRETE BRIDGE APPROACH D.I. STD. 840.13C.B. STD. 840.01 OR STD. 840.02OPEN THROAT C.B. STD. 840.04 OR STD. 840.05CONCRETETRANSITIONALSECTIOND.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPEG.D.I.(W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20G.D.I.(N.S. SAG) FRAME W/ GRATE STD. 840.24G.D.I.(N.S. FLAT) FRAME W/ GRATE STD. 840.29G.D.I.(W.S. SAG) FRAME W/ GRATE STD. 840.22T.B.J.B. STD. 840.34M.H. FRAME AND COVER STD. 840.54TEMP STEEL PLATE COVER MASONRY DRAINAGECONVERT EXISTING D.I. TO T.B.J.B.3D-1R-5014REINFORCED ENDWALLSC.A.A. PIPEG.D.I.D.I.M.H.W.S.T.B.D.I.H.D.P.E.T.B.J.B.EMARTIN-7J.B.R.C.PIPE REMOVALADJUST D.I.ADJUST C.B.CONCRETE AND BRICK PIPE PLUG STD. 840.7118" C.S. ELBOWG.D.I.(N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29G.D.I.(W.S. SAG) FRAME W/ 2 GRATES STD. 840.22363030 60 12 24 48C.A.A.ABBREVIATIONSP.V.C.FLOWABLE FILLN.S.C.B.REMARKSC.S.CONCRETE COLLARS CL. "B" STD. 840.7254544212601515" C.S. ELBOWT.B.D.I. STD. 840.35 (TYPE D)BERM DITCH OUTLET STD. 850.11 (PER EACH)D.I. STD. 840.14 OR STD. 840.15THICKNESSOR GAUGEMINIMUM REQUIRED SLOPEOFFSETSTRUCTURE NUMBER FROM TOLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)482448LINE &STATIONSIZE INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPECLASS IV3615 1842361815 18 24G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)R. C. PIPECLASS IIIJ.B. STD. 840.31 OR STD. 840.32M.H. STD. 840.51, STD. 840.52, OR STD. 840.5312COMPUTED BY:CHECKED BY:C. F. - NCDOTDATE:DATE:A.E.V. - CALYX11-14-1609-06-17SHEET TOTALS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5".A BFT. FT. FT.%CY CY CY EACHE F GCY CY CY12" DUCTILE IRON PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'CONVERT EXISTING J.B. TO D.I.BERM DITCH OUTLET STD. 850.10 (PER EACH)T.B.D.I. FOR STEEL GRATES STD. 840.36FRAME, GRATES,AND HOODSTD. 840.03STEEL FRAME WITH TWO GRATES STD. 840.37G.D.I.(N.S. SAG) FRAME W/ 2 GRATES STD. 840.24G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28G.D.I.(W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27CONCRETE BRIDGE APPROACH D.I. STD. 840.13C.B. STD. 840.01 OR STD. 840.02OPEN THROAT C.B. STD. 840.04 OR STD. 840.05CONCRETETRANSITIONALSECTIOND.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPEG.D.I.(W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20G.D.I.(N.S. SAG) FRAME W/ GRATE STD. 840.24G.D.I.(N.S. FLAT) FRAME W/ GRATE STD. 840.29G.D.I.(W.S. SAG) FRAME W/ GRATE STD. 840.22T.B.J.B. STD. 840.34M.H. FRAME AND COVER STD. 840.54TEMP STEEL PLATE COVER MASONRY DRAINAGECONVERT EXISTING D.I. TO T.B.J.B.3D-2R-5014REINFORCED ENDWALLSC.A.A. PIPEG.D.I.D.I.M.H.W.S.T.B.D.I.H.D.P.E.T.B.J.B.EMARTIN-7J.B.R.C.PIPE REMOVALADJUST D.I.ADJUST C.B.CONCRETE AND BRICK PIPE PLUG STD. 840.7118" C.S. ELBOWG.D.I.(N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29G.D.I.(W.S. SAG) FRAME W/ 2 GRATES STD. 840.22363030 60 12 24 48C.A.A.ABBREVIATIONSP.V.C.FLOWABLE FILLN.S.C.B.REMARKSC.S.CONCRETE COLLARS CL. "B" STD. 840.7254544212601515" C.S. ELBOWT.B.D.I. STD. 840.35 (TYPE D)BERM DITCH OUTLET STD. 850.11 (PER EACH)D.I. STD. 840.14 OR STD. 840.15THICKNESSOR GAUGEMINIMUM REQUIRED SLOPEOFFSETSTRUCTURE NUMBER FROM TOLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)482448LINE &STATIONSIZE INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPECLASS IV3615 1842361815 18 24G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)R. C. PIPECLASS IIIJ.B. STD. 840.31 OR STD. 840.32M.H. STD. 840.51, STD. 840.52, OR STD. 840.5312COMPUTED BY:CHECKED BY:C. F. - NCDOTDATE:DATE:A.E.V. - CALYX11-14-1609-06-17SHEET TOTALS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5".A BFT. FT. FT.%CY CY CY EACHE F GCY CY CY12" DUCTILE IRON PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'CONVERT EXISTING J.B. TO D.I.BERM DITCH OUTLET STD. 850.10 (PER EACH)T.B.D.I. FOR STEEL GRATES STD. 840.36FRAME, GRATES,AND HOODSTD. 840.03STEEL FRAME WITH TWO GRATES STD. 840.37G.D.I.(N.S. SAG) FRAME W/ 2 GRATES STD. 840.24G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28G.D.I.(W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27CONCRETE BRIDGE APPROACH D.I. STD. 840.13C.B. STD. 840.01 OR STD. 840.02OPEN THROAT C.B. STD. 840.04 OR STD. 840.05CONCRETETRANSITIONALSECTIOND.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPEG.D.I.(W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20G.D.I.(N.S. SAG) FRAME W/ GRATE STD. 840.24G.D.I.(N.S. FLAT) FRAME W/ GRATE STD. 840.29G.D.I.(W.S. SAG) FRAME W/ GRATE STD. 840.22T.B.J.B. STD. 840.34M.H. FRAME AND COVER STD. 840.54TEMP STEEL PLATE COVER MASONRY DRAINAGECONVERT EXISTING D.I. TO T.B.J.B.3D-3R-5014REINFORCED ENDWALLSC.A.A. PIPEG.D.I.D.I.M.H.W.S.T.B.D.I.H.D.P.E.T.B.J.B.EMARTIN-7J.B.R.C.PIPE REMOVALADJUST D.I.ADJUST C.B.CONCRETE AND BRICK PIPE PLUG STD. 840.7118" C.S. ELBOWG.D.I.(N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29G.D.I.(W.S. SAG) FRAME W/ 2 GRATES STD. 840.22363030 60 12 24 48C.A.A.ABBREVIATIONSP.V.C.FLOWABLE FILLN.S.C.B.REMARKSC.S.CONCRETE COLLARS CL. "B" STD. 840.7254544212601515" C.S. ELBOWT.B.D.I. STD. 840.35 (TYPE D)BERM DITCH OUTLET STD. 850.11 (PER EACH)D.I. STD. 840.14 OR STD. 840.15THICKNESSOR GAUGEMINIMUM REQUIRED SLOPEOFFSETSTRUCTURE NUMBER FROM TOLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)482448LINE &STATIONSIZE INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPECLASS IV3615 1842361815 18 24G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)R. C. PIPECLASS IIIJ.B. STD. 840.31 OR STD. 840.32M.H. STD. 840.51, STD. 840.52, OR STD. 840.5312COMPUTED BY:CHECKED BY:C. F. - NCDOTDATE:DATE:A.E.V. - CALYX11-14-1609-06-17SHEET TOTALS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5".A BFT. FT. FT.%CY CY CY EACHE F GCY CY CY12" DUCTILE IRON PIPEMASONRY DRAINAGE STRUCTUREENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)0' THRU 5'5' THRU 10'CONVERT EXISTING J.B. TO D.I.BERM DITCH OUTLET STD. 850.10 (PER EACH)T.B.D.I. FOR STEEL GRATES STD. 840.36FRAME, GRATES,AND HOODSTD. 840.03STEEL FRAME WITH TWO GRATES STD. 840.37G.D.I.(N.S. SAG) FRAME W/ 2 GRATES STD. 840.24G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28G.D.I.(W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27CONCRETE BRIDGE APPROACH D.I. STD. 840.13C.B. STD. 840.01 OR STD. 840.02OPEN THROAT C.B. STD. 840.04 OR STD. 840.05CONCRETETRANSITIONALSECTIOND.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIESFOR DRAINAGESTRUCTURES10' AND ABOVEGRATETYPEG.D.I.(W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20G.D.I.(N.S. SAG) FRAME W/ GRATE STD. 840.24G.D.I.(N.S. FLAT) FRAME W/ GRATE STD. 840.29G.D.I.(W.S. SAG) FRAME W/ GRATE STD. 840.22T.B.J.B. STD. 840.34M.H. FRAME AND COVER STD. 840.54TEMP STEEL PLATE COVER MASONRY DRAINAGECONVERT EXISTING D.I. TO T.B.J.B.3D-4R-5014REINFORCED ENDWALLSC.A.A. PIPEG.D.I.D.I.M.H.W.S.T.B.D.I.H.D.P.E.T.B.J.B.EMARTIN-7J.B.R.C.PIPE REMOVALADJUST D.I.ADJUST C.B.CONCRETE AND BRICK PIPE PLUG STD. 840.7118" C.S. ELBOWG.D.I.(N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29G.D.I.(W.S. SAG) FRAME W/ 2 GRATES STD. 840.22363030 60 12 24 48C.A.A.ABBREVIATIONSP.V.C.FLOWABLE FILLN.S.C.B.REMARKSC.S.CONCRETE COLLARS CL. "B" STD. 840.7254544212601515" C.S. ELBOWT.B.D.I. STD. 840.35 (TYPE D)BERM DITCH OUTLET STD. 850.11 (PER EACH)D.I. STD. 840.14 OR STD. 840.15THICKNESSOR GAUGEMINIMUM REQUIRED SLOPEOFFSETSTRUCTURE NUMBER FROM TOLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)482448LINE &STATIONSIZE INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPECLASS IV3615 1842361815 18 24G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:TOTAL LIN. FT.FOR PAYQUANTITYSHALL BEA + (1.3 X B)R. C. PIPECLASS IIIJ.B. STD. 840.31 OR STD. 840.32M.H. STD. 840.51, STD. 840.52, OR STD. 840.5312COMPUTED BY:CHECKED BY:C. F. - NCDOTDATE:DATE:A.E.V. - CALYX11-14-1609-06-17SHEET TOTALS PROJECT TOTALS
N 4903’34" E215.90’N 6208’06" E156.35’0.50’ R/W - EIPEIP
PL=WATER’S EDGE
EXISTING R/W
PCG, SL 325
PRIVATE R/W40.00’60.00’CM CM
CMPL=WATER’S EDGE
S 3853’06" W178.00’S 3842’48" W32.97’S 2940’41" E
97.20’S 4423’50" W142.50’S 4423’50" W265.07’PL=WATER’S EDGE
PL=
WATER’S EDGE
N 6102’54" E202.36’0.11’ R/W
-
CM5.99’ R/W - EIPPL=W
A
T
ER
’S
E
D
G
E
PL=WATER’S EDGE
S 6401’50" W178.22’EIP
E
IP0 .71’ EIP - R/WEI
P1.01’ R/W - EIPN 6449’47" E176.03’EI
PEIP-R/W6.40’S 7741’12" W37.01’N
1942
’54
" W38
.38
’
S
2111’57" E
137
.50’S 6429’23" W111.49’0.05’ CM-R/WS 6314’40" W168.27’N
3
9
1
2
’
5
2
" E4
5
1.
3
3
’
PL=WATER’S EDGE
PL=WATER’S EDGE
EI
PEIP
S 4855’18" E166.20’N 2759’42" W
430.50’
S 2759’42" E
117.20’S 6152’44" W66.43’S 3905’18" W75.01’S 3905’18" W57.70’S 3905’18" W55.22’N 5054’42" W
163.47’S 3905’18" W846.47’S 3904’18" W891.29’S 3942’29" W6
8.
4
9
’S 3942’29" W54.80’EIPEIPEIP-R/W0.15’E
IP0.29’ EI
P-R/WN
3
85
8
’
1
8
" E1
5
1.
8
9’N
3
8
5
8
’
1
8
" E7
9
3.
9
4
’
N 1142’43" W
103.47’CM4.
0
3
’ R/W-CMS
3
8
4
8
’
2
9
" W1
5
0.
8
6
’S
3
8
4
8
’
2
9
" W7
4
0.
9
4
’R/W-EIP0.24’N 8746’04" E41.73’N
3
9
3
5
’
3
1" E7
5
7.
0
8
’
EXISTING R/W
EXI
STI
NG R/WEXI
STI
NG R/WLARRY WARD OSTRANDER
DB 1358 - PG 465
DB 1372 - PG 281
MIKEY BUCK HAYWOOD
DB 1290 - PG 576
DB 187 - PG 812
DB 946 - PG 712
PB G - PG 325
DONALD DOUGH
DB 68 - PG 97
DB 45 - PG 496
DB 1362 - PG 489
PB G - PG 325
LARS S. OSTRANDER
DB 1312 - PG 401
MARK A. KASTEN
DB 935 - PG 878 NIGEL M. BLACKMORE
DB 1745 - PG 26
DB 2026 - PG 398
DB 1355 - PG 380
PB C - PG 50A
CEMETERY
MICHAEL B. MIDGETTE
DB 1355 - PG 380
DB 1580 - PG 475
PB C - PG 50A
WILLIAM S. FRASCA
DB 1201 - PG 205
PHIL RAY HAYWOOD
PHIL RAY HAYWOOD30.01’+79.3730.00’
+42.35
31
.02
’
+52
.77
33.11’+12.3130.01’+58.753
7.
9
1’+0
8.
9
732.20’+85.27ADRIAN S. BRIDGES
TAMARA L. RESPASS &
ADRIAN S. BRIDGES ETAL
LINDA W. HERRON WB 14E- PG 334
ELOUISE M. PERRY
CONC
CONC
1
S
F
DGR3SFD
S1
S
BKD36" WD1SFD36" WDSOI
LCEMETERYB
1 1/2 SFD
48" WDBK PATIOS
60" WD60" WD1SBKD
1SFD
2SB
S
SOILHTR
HTR
HTR
HTR
HTR
HTR
HTR
72" WD72" WD
SOIL
SOIL
SOIL
GR
SOIL
DK
36" WD36" WDDK
FENCE1SBKD
SOILGR2SBKDB36" WD36" WD
36" WD
1SFD
2SFD
SSARBOR
SOIL CONCC
O
N
C
C
O
N
C
CONC
COLI
NGTON RDGR
SOILSOILSOIL
GPS MON R5014-8
8" UNK
8" UNK
8" UNK4" UNKTTTCCCEOI
TPRIVATE WATER SYSTEMCOLINGTON RD 16.0’ BST
I
SLAND DR
1
9.
0
’ BST30.01’+79.3730.00’
+42.35
31
.02
’
+52
.77
33.11’+12.3130.01’+58.753
7.
9
1’+0
8.
9
732.20’+85.27R=40’EXEXEXEXEXEXE XE XDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/11/2017R:\Roadway\Proj\R5014_rdy_psh_04.dgntest8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
4R-5014
NAD
8
3/NA
2
0
1
1
SEE SHEET 5MATCH LINE -L- STA. 23+00.00 SEE SHEET 21 FOR -L- PROFILE
DRIVEWAY RADII ARE 10’ UNLESS OTHERWISE NOTED
NOTES:POT Sta. 10+00.00-L- PT Sta. 19+44.30-L- PC Sta. 16+61.82-L-
-L-
PI Sta 18+06.15
D
L = 282.48’
T = 144.32’
R = 558.98’
BEGIN TIP PROJECT R-5014
-L-
SE = EXIST.
V = EXIST.20+0015+00-L- POT STA. 11+00.00
BEGIN OVERLAY
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F FFFFFFFFFFFFFFFFFFFFFF
CM - R/W0.19’60.00’CMS 4052’48" E
111.87’
N 2723’14" W
156.02’N 5242’51" E45.19’S 2356’27" E
38.00’27.00’N 5303’52" E40.93’
S 2356’27" E
151.00’
N 6603’33" E
20.14’
EIP
EIP EIP
S 2356’55" E
150.43’
S 2359’33" E
31.14’
S 2359’18" E
28.86’
S 6600’27" W
21.84’
S 2141’36" E
150.33’
S 16 48’11" E
141.00’N 8555’38" W79.33’R/W-
EIP
1.73’EIP
N 6513’58" E114.67’N 6922’04" E118.54’N 8551’20" E115.12’S 7739’25" E107.88’46
.40’
26
.98’
S16 28’14"E
S16 29’04"E
30
.71’
S16 27’46"E
44.63’S1942’51"W2.38’ R/W-EIPS
3
9
4
0’
0
1" W14
9.
5
0’
S
3
9
3
9’
0
5
" W9
0.
0
0’S 3940’01" W120.00’S 5019’59" E
69.73’
S 5020’04" E
55.81’
S 2915’44" E
50.22’
S 2916’09" E
50.22’
S 2916’19" E
53.58’
S 2916’26" E
50.00’
S 2916’31" E
50.00’S 2916’24" E
50.00’
S 2916’19" E
50.00’
S 2916’25" E
50.00’
S 2916’25" E
56.20’
S 4318’58" E
51.00’
S 4318’51" E
51.00’
S 4319’11" E
51.00’S 6415’44" W131.82’EIP
R/W-EIP2.14’1.95’ R/W-EIPEIP
S 6304’49" W166.16’S 6333’50" W148.98’EIP EIP EIP
S 6512’10" W171.35’S 6511’34" W176.17’EIPEIP
1.56’ R/W-EIP1.53’ R/W-EIP1.33’ R/W-EIP0.99’ R/W-EIP0.77’ R/W-EIPN 7050’44" E268.69’S 6602’47" W235.07’S 6603’41" W210.24’S 6602’11" W205.41’S 6557’35" W200.58’S 6503’23" W195.46’S 6503’33" W190.64’S 6508’47" W180.99’EIP
EIP
EIP
EIP
S 8003’28" W174.41’0.42’ R/W-EIP0.02’ R/W-EIP1.53’ EIP-R/W3.75’ EIP-R/WE
XI
S
TI
NG R/WE
XI
S
TI
NG R/WEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXI
STI
NG R/WEXI
STI
NG R/
WEXISTING R/WEXISTING R/WANGELA C. NEWSOME
DB 1570 - PG 224
PB 4 - PG 40
ROBERT M. LUCAS
DB 1714 - PG 55
PB 3 - PG 55
LINDA SORENSEN DONOHUE
DB 1228 - PG 403
PB 4 - PG 40
CHARLES A. SMITH
PB 3 - PG 55
SCOTT L. BUCHANAN
DB 995 - PG 717
PB 3 - PG 55
JIMMIE D. SUMMERELL
DB 562 - PG 46
PB 3 - PG 55
CHARLES F. HORN
DB 342 - PG 147
PB 4 - PG 40
DAVID J. MCCOMBS
DB 1792 - PG 49
PB 3 - PG 55
RONALD C. CANTWELL
DB 1777 - PG 175
PB 3 - PG 55
RODNEY MIDGETT
DB 487 - PG 118
PB 3 - PG 55
SHANE FRANCIS
DB 1901 - PG 37
PB 3 - PG 55
STOKES D. SEEGERS, JR.
DB 1228 - PG 49
PB 3 - PG 55
JAN C. VAN BEELAN DCBV
DB 1778 - PG 298
PB 4 - PG 40
E. MARIE SCHAUB
DB 373 - PG 557
PB 3 - PG 55
RODNEY L. BELL
DB 1745 - PG 342
PB 3 - PG 55
ALFREDA B. STANLEY
DB 1486 - PG 115
PB 3 - PG 55
F. LEE RAYMOND
DB 656 - PG 247
PB 4 - PG 40
HUNTER E. WILL
DB 1538 - PG 75
PB 3 - PG 55
JOHN RETTE
DB 930 - PG 185
PB 3 - PG 55
STEVE A. MACDONALD
DB 800 - PG 798
PB 3 - PG 55
STEVE A. MACDONALD
DB 800 - PG 800
PB 3 - PG 55
DB 1941 - PG 206
PB 4 - PG 40
DB 08EO - PG 119
MARGARET WHELAN
DB 1894 - PG 229
PB 3 - PG 55
WILLIAM S. FRASCA
DB 1201 - PG 205
TOREN E. SIDWELL
DB 1265 - PG 789
PB 3 - PG 55
DB 1201 - PG 207
DB 451 - PG 140
PERRY
VERNON ARTHUR
30.00’
+52.20
30.00’
+75.99
30.22’+08.06
30.02’+37.7330.00’+03.9330.00’+78.0030.03’+76.0630.01’+76.7830.01’+76.8630.01’+26.9230.00’+27.4330.07’+27.4230.07’+60.60DB 1957 - PG 296
DALIA FRESCA
H & C LAND DEVELOPMENT
GR
PIERBULKHEAD2SFD
2SFD
2SFD
2SFD
2SFD
1SFD
1SFD
2SFD
2SFD
2SFD CONCCONC
CONC
CONCCONCCONCCONCCONCCONC
CONCCONCCONC
CONC
CONC
CONC
CONC
2SFD
2SFD
1S
FD
D K
DK POSTSWD
BULKHEAD
DK
DK
DK
DK
DKWD BULKHEADWD BULKHEADS
2SFD
2SFD
2SFD
2SFD
3SFD
3SFD
DKDKGR
GR
GR36" WD36" WD 48" WD48" WD48" VINYL
2SFD
2SFD
WD WALKWAY
BULKHEADBULKHEADGRGRDK
DK48" VINYL2SFD
2SFD WD BULKHEADWD BULKHEAD72" WD1SFD2SFD2SFD2SFD2SFD
2SFD
B
DK
S
G
36" WD
P
O
O
L
H
O
US
E
60" VINYL
60" VINYL
S
S
60" WW
GRGRDKCONCCONCCONC
CONC
CONC
CONC
CONC
CONCCONCCONCCONCCONCCONCCONCCONC
CONC
CONC
CONCCONCCONC
SABER CTCOLINGTON RDGR CONC
QUEEN CT 20.0’ BSTP
RI
NCE
S
S CT
2
0.0’ BS
T
8" UNK6" UNK6" UNK
8" UNK4" UNK4" UNK4" UNK6" UNK
6" UNK
8" UNK
8" UNK 4" UNK4" UNKTTTTTTTTTTTTTCCCCCCCCEOI
MARKER
WATER
MARKER
WATER EOIMARKERWATERT2SFD
2SFD
2SFD
2SFD
2SF
D30.00’
+52.20
30.00’
+75.99
30.22’+08.06
30.02’+37.7330.00’+03.9330.00’+78.0030.03’+76.0630.01’+76.7830.01’+76.8630.01’+26.9230.00’+27.4330.07’+27.4230.07’+60.60EXEXEXEXE XE XDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/11/2017R:\Roadway\Proj\R5014_rdy_psh_05.dgntest8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
5R-5014
NAD 83/NA 2011SEE SHEET 4MATCH LINE -L- STA. 23+00.00SEE SHEET 6MATCH LINE -L- STA. 35+00.00SEE SHEET 21 FOR -L- PROFILE
DRIVEWAY RADII ARE 10’ UNLESS OTHERWISE NOTED
NOTES:-L- PC Sta. 24+14.02-L- PT Sta. 26+70.42-L- PC Sta. 32+97.29-L- PT Sta. 35+74.64
-L-
-L-
PI Sta 25+43.98
D
L = 256.40’
T = 129.96’
R = 636.62’
PI Sta 34+44.90
D
L = 277.34’
T = 147.61’
R = 327.40’
-L-
SE = EXIST.SE = EXIST.
V = EXIST.V = EXIST.30+0025+00FFFFFFFFFFFFF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F FFFFF
F
60.00’
S 2017’59" W
20.00’
S 2018’23" W
28.01’S 6342’01" E43.11’N 6942’01" W18.27’
E
IP
R
/
W
-E
IP1.73’S 2039’36" W140.00’
N 0333’39" W
168.75’EIPS 1625’54" E
196.89’N 2622’35" W
163.97’
N 3916’56" W
141.57’N 6458’49" W137.99’S 7222’43" E144.33’N 7222’43" W147.84’N 7222’43" W150.57’S 7608’33" E25.00’S 8244’19" W22.00’S 7133’47" W22.00’
S 4621’48" W22.00’S 30
26’25" W29.90’
N 1342’46" E36.34’S 1323’05" W
50.14’S 1411’54" W50.09’S 1718’13"
W50.00’S 1645’14"
W50.01’S 2252’44" W25.96’S 1448’15" W30.69’
S 0137’29" W
28.99’
S 3312’18" E
30.67’17.40’6.36’12.68’
N 7044’34" E
8.63’
S 2203’43" E
31.38’S 1626’51" E
29.79’
S 0533’53" E
30.00’N 7233’19" W150.58’1.89’ R/W-EIPEI
PN 7233’29" W150.79’2.37’ R/W-EIPS 8557’06" W149.84’S 7531’39" W152.89’EI
PEIP2.06’ EIP-R/WS
6
5
2
6
’
5
6
" W1
5
2.
2
7
’
4.
8
1’ EI
P-R/WEIP
S
5
5
3
3’2
9" W15
6.9
0’
S 4551’10" W150.53’0.84’ EIP-R/WEIP
S 3552’49" W145.36’S 1854’54"
W146.49’
S 00 19’10" W
176.63’EI PEI PEIPS 0341’38" E
139.87’7.17’ R/W-EIPEIPEIP
S 4206’19" E
54.06’
S 3916’16" E
75.81’
S 00 23’23" E
175.13’
11.01’ R/W-EIP
S 1510’43" E
130.49’N 8329’15" E57.92’N 8539’56" E31.69’N 7102’42" E167.70’CM
N 2923’24" W
149.98’N 5645’46" E136.52’N 2919’52" W
168.32’
S
6
3
1
4
’
4
3
" W2
6
0.
1
6
’
18.00’
N 0410’19" W
197.61’N 3306’57" E
198.52’
6.87’ EIP-R/WEIP
0.14’ EIP-R/W
EI
PEIP1.50’R/W-EIP
EIP
N 1552’53" E271.68’
S 3556’06" W215.78’
S
5
6
0
7’4
1" W17
4.3
1’N 7613’48" E152.84’S 8354’22" E156.34’N 8017’46" W43.01’N 7852’07" W32.79’N 2333’05" W
N 1057’58" W
94.31’N 1111’37" W8.93’
N 0559’09" W
88.75’N 0558’55" W
91.70’S 6351’06" E176.00’EIP
17.00’N 7906’07" E164.68’EIPEIP
3.33’ R/W-EIP0.87’ R/W-EIPS 2013’22"
W105.84’N 1934’02" E73.91’S 8742’20" E130.23’N 1933’56" E65.56’98.49’N1933’58"ES 7229’05" E61.25’50.00’50.00’S1730’55"WEIPS 7236’15" E109.49’S 1730’46"
W54.43’1.59’ EIP-R/WS 6907’33" E113.42’44.63’S 1942’31"
W50.00’
S
2
9
3
2’5
9" W4
1.3
6’112.18’S 6940’17" ES1942’51"W4.35’ EIP-R/WS 6006’20" E113.11’S 4842’04" E110.98’
S
2
9
3
2’19" W3
7.8
5’S 4131’30" W
50.58’S 6151’35" E108.34’S 30
55’36" W58.79’
S 5 4 3 5 ’3 6 " E1 1 0 .0 1 ’
S 4828’50" E114.87’S 4828’50" E113.88’S 4828’50" E112.89’S 4131’05" W
50.00’S 4131’10" W
49.98’
S 3356’03" W57.88’EXISTING R/WEXISTING R/WEXI
STI
NG R/WEXI
STI
NG R/
W
EXISTING R/W EXISTING R/WEXISTING R/W
E
XIS
TI
NG R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
TOREN E. SIDWELL
DB 1265 - PG 789
PB 3 - PG 55
DB 2118 - PG 90
PB 4 - PG 40
MARK HUTCHINSON
DB 1870 - PG 460
PB 3 - PG 55
MAUDE QUINN BALLINGER
DB 1688 - PG 193
PB 3 - PG 55W ARREN T. FERGUSONDB 1207 - PG 167PB 3 - PG 55PHILLIP W. MARTIN, JR.
DB 1452 - PG 317
PB 3 - PG 55
DB 2135 - PG 69
PB 4 - PG 40
DB 2098 - PG 455
PB 4 - PG 40
GLENN E. CROOM
DB 1367 - PG 184
PB 3 - PG 55
WARREN BIRDSONG
DB 1757 - PG 190
PB 4 - PG 40
WILLIAM S. FRASCA
DB 1094 - PG 263
PB 3 - PG 55
DB 1960 - PG 422
PB 3 - PG 55 PATRICK P. KOCH TRUSTEESDB 1619 - PG 206PB 3 - PG 55KATHERINE RUTH MOORE
DB 1575 - PG 44
PB 3 - PG 55 DB 2089 - PG 187PB 4 - PG 40ROBERT J. DUFFIE
DB 1534 - PG 349
PB 3 - PG 55 DB 2033 - PG 164PB 4 - PG 40TIMOTHY J. LYNCH
DB 1551 - PG 237
PB 3 - PG 55
CHARLES A. BURGESS
DB 1097 - PG 179
PB 4 - PG 40
ADP CONSTRUCTION INC
DB 1576 - PG 131
PB 3 - PG 55
OPAL D. GORMAN
DB 1898 - PG 36
PB 4 - PG 40
EVERT J. FABER
DB 1652 - PG 259
PB 4 - PG 40
ROBERT PRITCHARD
DB 1776 - PG 379
PB 3 - PG 75
TERRY H. THIGPEN
DB 1443 - PG 152
PB 3 - PG 75
PB 3 - PG 75
KEITH G. TERJESSEN
DB 572 - PG 7
PB 3 - PG 75
KEITH G. TERJESSEN
DB 1572 - PG 380
PB 3 - PG 75
FRED RICHARD TRAVIS, JR.
DB 1458 - PG 111
PB 3 - PG 75R/W-EI P8.70’
21
22
23
PB 4 - PG 40
DB 1723 - PG 498
CYNTHIA STEVENS
PB 4 - PG 40
DB 1694 - PG 492
JEANNE M. LAURO1
2
PB 4 - PG 40
DB 1355 - PG 398
MAGNANELLI, SR.
THOMAS P. 3
PB 3 - PG 75
DB 1800 - PG 10
STEVEN R. HAMM
PB 3 - PG 75
DB 1699 - PG 435
ASSOCIATION INC
COLINGTON HARBOUR
PB 4 - PG 40
DB 1870 - PG 162
JOAN E. CASTEEL
PB 4 - PG 40
DB 1728 - PG 89
STEVE P. KING
PB 4 - PG 40
DB 1374 - PG 377
CLINKSCALES
DEBORAH STOKES
PB 4 - PG 40
DB 1250 - PG 427
CLINKSCALES
DEBORAH H. STOKES 4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
12
13
32.65’+78.48
30.02’+71.5130.00’+79.7030.00’+80.2531.19’+54.0925.12’+77.7027.08’+99.34
31.24’
+28.08
20.92’+85.35
28.17’
+13.42
57.61’+14.09
30.01’
+73.76
123.78’+83.74119.5
7’
+
9
9.7
9127.59’+16.9633.70’+33.8529.08’+49.1330.00’+41.1130.01’+53.9630.01’+70.2630.01’+70.2730.00’+53.1622.02’
+67.78
WHITNEY E. HARRIS
RICHARD MARX ETUX
CHARLES E. DAVIS
HENRY LATHAM LAWS
CYNTHIA M. FRACHETTINEAL T. DAVISPB C - PG 170A
PB C - PG 167A
DB 1587 - PG 109
BJ DEVELOPMENTS
DB 772 - PG 746
& BEASLEY
BEASLEY BEASLEY
PB 4 - PG 40
DB 1465 - PG 242
CARL E. WORSLEY, JR.
PB 4 - PG 40
DB 1358 - PG 332
UMPHLETT
MARGARETTE M.
PB 4 - PG 40
DB 1964 - PG 657
NATALIE KAYLIN MITCHELL
JEFFREY JUSTIN MITCHELL
PB 4 - PG 40
DB 1895 - PG 72
ROBBIE PAETOW
PB 4 - PG 40
DB 1975 - PG 407
CARLYN ANN LAUGHLIN
PB 3 - PG 75
DB 1372 - PG 327
WILLIAM A. WILLFORD
PB 3 - PG 75
DB 1238 - PG 897
HOLLISTYNE CREECY BLUITT
PB 3 - PG 75
DB 1601 - PG 475
JOHN W. DEMPEWOLF
PB 3 - PG 75
DB 436 - PG 319
JOYCE L. JORDAN
PB C - PG 167A
DB 2110 - PG 24
MONIKA C. TTEE PIRRONE
ALAIN J. TTEE PIRRONE
PB C - PG 170A
PB C - PG 167A
DB 1587 - PG 108
BJ DEVELOPMENTS
PB 4 - PG 40
DB 1282 - PG 511
WEATHERLY
WILLIAM J.
DB 2020 - PG 407
LEWIS C. BALL ETALDB 2074 PG 395SOUTHWOOD MANAGEMENTN 5 4 0 8 ’2 2 " W13 6 .5 7 ’DB 2150 PG 521THOMAS DONNELLANONLYDIR. INV . = -0 .7 7
PB C - PG 167A
RICHARD A. COHEN
DB 1935 - PG 43GRGR
2SFD2SFD2SFD2SFD2SFD2SFD2SFD2SFD2SFD2SFD2 S F D2SFD2SFD3SFDHTRHTR1SMTLBUS
CANOPY
G
AS P
U
MPS
U/G TANKS
2SB K D
DKDKDKDKDKDKDKDKDKDKDKCONC CONCCONCCONCCONCCONCCONCG
60" WD36" WD36" ROPECONCCONCCONCCONCGRGR
CONC
CONC48" WD
48" WD 48" WD
48"
W
DWD BULKHEAD24" WD2SFD2SFD
1SFD2SFD2SFD2SFD2SFD
3SFD3SFD3SFD
3SFD
2SF
D
3SF
D
3SFD
1
SFD1SF
D2
SFDSFLAGPOLE
BSTGUARDSHACKCONC
CONCCONCCONC24" WDDK60" W
D
S 1SFD
1SFD GRGRCONCCONCGR48" WDCONC72" WDSDK
DKDKDKDKDKDK
48" WD3SFDCONCCONC
BST
GR
DKDKD
KS72" WD
72" WD
WD BULKHEADWD BULKHEAD2SF
D2SFD 2SFD
2SFD
2SFD
3
SFD2SFD3SFD
3SFD
3SFD3SFD1SFD
1SFD
CONCCONCCONC
DKDKDKDKDK
DKDK DK
DK DKRAMP48"
W
D
W
ALL36"
W
D WALL60" WD60" W
D
60" WD2S
F
D2SFD
ROPE FENCE
SOILSO
ILBSTCONCCONCCONCCONC SWCONCCONCCONCCONCBSTC
O
N
C CONCCONCBSTCONCCONCCONCCONC
CONCCONCC
O
N
C
CONC
CONC
CONC
CONC
CONC
CONC
CO N C
CONC
C
O
N
C
CONC
CONC
CONCCONCCONCCONCCONCCONCCONCH
A
R
B
O
U
R
VIE
W
D
RCOLINGTON RDCURBCURBCOLINGTON DR BSTCURBCURBCURBCOLINGTON RD 22.4’ BST
KING CT 20.0’ BSTKNIGHT CT 19.5’ BSTDIDI
IN C
O
N
D
UIT
IN C
O
N
D
UIT
IN CONDUIT IN CONDUITIN CONDUITIN CONDUIT
6" UNK8" UNK4" UNK4" UNK6" UNK
8" UNK
8" UNK
8" UNK
8" UNK8" UN
K
8" UNK 8" UNK2" UNK2" UNK
4" UNK
4" UNK8" UNK12" UNKUNK SIZE/TYPE
UNK SIZE/TYPEUNK SIZE/TYPE
UNK SIZE/TYPECTTTTTTTTTTTTTTTTTTTTCCMAR
KE
RWAT
E
R
PEDESTALPOWERMARKERWATERMARKERWATERMARKERWATERMARKEROPTICFIBERMARKER
OPTIC
FIBER
MARKER
WATER
MARKERWATER EOIE
O
IEOI 2" UNKMARKER
OPTIC
FIBER
MARKER
WATEREOIMARKERWATER MARKER
OPTIC
FIBER
TTTC6" UNK6" UNK
6" UNK
SIZE/TYPE
UNK
SIZE/TYPE
UNK
MCPHEE CT
GR
21.3’ BSTCOLINGTON RDC O N D U ITIN
MARKER
OPTIC
FIBER
32.65’+78.48
30.02’+71.5130.00’+79.7030.00’+80.2531.19’+54.0925.12’+77.7027.08’+99.34
31.24’
+28.08
20.92’+85.35
28.17’
+13.42
57.61’+14.09
30.01’
+73.76
123.78’+83.74119.5
7’
+
9
9.7
9127.59’+16.9633.70’+33.8529.08’+49.1330.00’+41.1130.01’+53.9630.01’+70.2630.01’+70.2730.00’+53.1622.02’
+67.78
FIELDDRAIN
FIELDDRAIN FIELDDRAIN FIELDDRAIN FIELDDRAIN FIELDDRAIN ST
ST
STST STST
FIELDDRAINFIELDDRAINFIELDDRAINFIE LDDRAIN
STS
T STSTONLYDIR. INV . = -0 .7 7
13.0’ BSTMANN CT
-L- STA. 43+10.00
END OVERLAY / BEGIN GRADE
0504030602060 6
0 5
0 4
0 3
0 2
0 1
0 0
0 1
0 2
0 3
0 4
0 5
0 6
0 60 5
0 4
0 3
0 3
0 4
0 5
0
6
0 62
1
’(TY
P
)21’(TY P)21’(TYP)+94.98
P.S.
7’
P.S.
7’
11’
11’
P.S.7’
P.S.7’
R 20’R 30’R 5’R 5’
R 5’
R 5’R5 ’R 3 5 ’
11’
11’
R 25’(TYP)21’EXEX1
5
:1R 5’R 5’E XR 5’+2
9.
2
6+57.44
R 30’+10.00DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
6R-5014
NAD 83/NA 2011
SEE SHEET 5MATCH LINE -L- STA. 35+00.00SEE
SHEET
7
MATCH
L
INE
-L
- STA
. 53+
00
.00
*
-L- SR 1217 (COLINGTON RD.)
YEAR 2018 ADT
YEAR 2038 ADT
TRAFFIC DATA
DRIVE
COLINGTON
900
800
100
100
8500
6600
9300
7300
8600
6700
*
*
GTD = GRADE TO DRAIN
SEE SHEET 21 AND 22 FOR -L- PROFILE
DRIVEWAY RADII ARE 10’ UNLESS OTHERWISE NOTED
CURVE RADIUS AND HORIZONTAL SSD
DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL
CURVE RADIUS.
DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL
NOTES:REVISIONS RIGHT OF WAY REVISION - 2/28/2018 - ADDED PERMANENT UTILITY EASEMENT TO PARCELS 10, 11, 12, AND 13. HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2/16/2018R:\Roadway\Proj\R5014_rdy_psh_06.dgnemartin8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2GI15" RCP
-
IV
15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV 1
8" RCP-I
V
15" RCP-IV 15" RCP-IV 1
5
" RCP-I
V
DI
DI
DI
DI
0612
0611
0608
0609
0610
0607
0606
0605
06040603
0602
0601
0615
0616
0617
0618
0619
0620
15" RCP-IV
15" RCP-IV 15" RCP-IV
15" R C P-IV
1
2
" RCP-I
V
DI
DI
DI
DI
DI
DI
SEE DETAIL ’A’
SPECIAL CUT DITCH
SEE DETAIL ’A’
SPECIAL CUT DITCH
SEE DETAIL ’A’
SPECIAL CUT DITCH
SEE DETAIL ’A’
SPECIAL CUT DITCH
SEE DETAIL ’B’
SPECIAL CUT DITCH
REMOVE DI
RETAIN 15" RCP-IV DI-TYPE ’D’
0613
0621
DI
DI
SEE DETAIL ’B’
SPECIAL CUT DITCH15" RCP-IV .3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 49+55 TO STA. 52+00 RT
FROM -L- STA. 43+00 TO STA. 47+36 RT
DETAIL B
Min. D=1.5 Ft.
Ground
Natural Slope
Ditch
Front
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 47+36 TO STA. 47+80 RT
FROM -L- STA. 51+17 TO STA. 52+00 LT
FROM -L- STA. 47+27 TO STA. 50+70 LT
FROM -L- STA. 42+50 TO STA. 47+27 LT
DETAIL A
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
DI
REMOVE
RCP-I V 15"
SEE DETAIL ’B’
SPECIAL CUT DITCH
SEE DETAIL ’B’
SPECIAL CUT DITCH
RCP-IV 15"DRAIN
TO
GRADE
G
T
D
PIPE
REMOVE
OF 18" RCP
REMOVE 6 LF
-L- PT Sta. 35+74.64-L- PC Sta. 35+97.56-L- PT Sta. 37+49.16
-L- PC Sta. 38+83.34
-L- PT Sta. 40+37.08-L- PT Sta. 50+52.64
-L- PC Sta. 50+85.31
-L- PC Sta. 42+66.10-
L- P
T Sta. 46+96.11
-
L- P
C Sta. 47+92.93
-L--L-T = 147.61’
PI Sta 34+44.90
D
L = 277.34’
R = 327.40’
PI Sta 36+73.83
D
L = 151.59’
T = 76.27’
R = 557.17’
PI Sta 39+61.27
D
L = 153.74’
T = 77.92’
R = 381.97’
PI Sta 45+15.24
D
L = 430.02’
T = 249.14’
R = 340.00’
PI Sta 49+38.45
D
L = 259.71’
T = 145.52’
R = 231.00’
PI Sta 52+50.59
D
L = 307.68’
T = 165.28’
R = 340.00’
SE = EXIST.
V = EXIST.V = EXIST.V = EXIST.
RO = 126’RO = 126’RO = 126’
-L-
SE = EXIST.SE = EXIST.
SE = 6%SE = 6%SE = 6%
V = 30 MPH V = 35 MPH 40+0045+0050+00
TIE TO EXISTING PVMT.
BEGIN 7’ PS
V = 35 MPH****
+92.93 -L-
30.00’ LT
+46.05 -L-
30.00’ LT
40.00’ LT
1
2
3
4 5 6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
75.00’ RT
+85.00 -L-
80.00’ RT
+28.00 -L-
1
2
3 4
6
7
5
8
9
10
11
14
15
16
17
18
19
20
21
22
23
28
13
12
42.00’ RT
+94.38 -L-
64.66’ RT
+18.00 -L-
43.00’ RT
+86.80 -L-
50.29’ RT
+25.00 -L-
35.00’ RT
+37.79 -L-
37.00’ RT
+99.73 -L-
+68.95 -L-
36.00’ LT
+66.10 -L-
36.00’ LT
+00.00 -L-
30.98’ LT
+55.00 -L-
32.04’ LT
+20.00 -L-
29.67’ LT
+75.00 -L-
31.00’ LT
+50.00 -L-
32.00’ LT
+00.00 -L-
32.00’ LT
+25.00 -L-
35.00’ LT
+85.00 -L-
37.00’ LT
+10.00 -L-
+61.32 -L-
40.00’ LT
43.00’ RT
+96.11 -L-
35.00’ RT
+92.93 -L-
43.00’ RT
+85.31 -L-
37.00’ RT
+52.64 -L-
51.00’ LT
+71.94 -L-
30.09’ LT
34.50’ LT
+60.00 -L-
35.00’ LT
+62.00 -L-
30.00’ LT
+32.00 -L-
30.00’ LT
+73.00 -L-
30.00’ LT
+80.00 -L-
NO CLAIM
50.60’ RT
+06.00 -L-
61.23’ RT
+79.00 -L-
64.25’ RT
+81.98 -L-
48.88’ RT
+98.05 -L-
49.00’ RT
42.00’ RT
32.31’ RT
+07.00 -L-
F FFF
F F
F
FFF
F
F
FFFFFFFCC
C
F
C
C
C
C
C
C
C
C CFCFCFCCCCCCCCCCFFC
SEE DETAIL ’C’
SPECIAL CUT DITCH
SEE DETAIL ’A’
SPECIAL CUT DITCH
SEE DETAIL ’A’
SPECIAL CUT DITCH
SEE DETAIL ’C’
SPECIAL CUT DITCH
Slope
Ditch
Front
Slope
Ditch
Front
Slope
Ditch
Front
DETAIL ’A’
DITCH SEE
SPECIAL CUT
25 LF O F 36" CAAP
EXISTING 36" CM P W ITH
CO LLAR AND EXTEND
4 LF O F 36" CAAP
EXISTING 36" CM P W ITH
CO LLAR AN D EXTEN D
22 LF O F 36" CAAP
EXISTIN G 36" CM P W ITH
CO LLAR AN D EXTEND
4 LF O F 36" CAAP
EXISTING 36" CM P W ITH
CO LLAR AND EXTEND
D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
7R-5014
SEE S
HEET 6MAT
C
H LI
NE -L- ST
A. 53+00.00 SEE SHEET 8MATCH LINE -L- STA. 66+50.00*
PAVEMENT REMOVAL
SEE SHEET 31 FOR -Y1A- PROFILE
SEE SHEET 22 AND 23 FOR -L- PROFILE
DRIVEWAY RADII ARE 10’ UNLESS OTHERWISE NOTED
SEE SHEET 2G-? FOR GEOTECHNICAL DETAILS
HORIZONTAL CURVE RADIUS.
DESIGN EXCEPTION REQUIRED FOR MINIMUM
NOTES:
**REVISIONS RIGHT OF WAY REVISION - 9/28/2017 - ADJUSTED RIGHT OF WAY AND TEMPORARY CONSTRUCTION EASEMENT ON PARCEL 30 AND 31. RIGHT OF WAY REVISION - 2/5/2018 - ADDED DRIVEWAY PIPE ON PARCEL 23. HYDRAULICSROADWAY DESIGN
ENG INEER EN GIN EER
R/W SHEET N O .
SHEET N O .PRO JECT REFEREN CE N O .
05-FEB-2018 12:03R:\Roadway\Proj\R5014_rdy_psh_07.dgn$$$$USERNAME$$$$8/17/99D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
0701
0703
0704
0706
0708
0709
12" RCP-IV
12" RCP-IV
12" RCP-IV
12" RCP-IV
12" RCP-IV
0710 0712
0713
0711
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FRO M -L- STA. 56+54 TO STA. 59+90 RT
FRO M -L- STA. 52+00 TO STA. 56+28 RT
DETAIL A
M in. D=1.0 Ft.
Ground
Natural .3:1
D3:1( N ot to Scale)
SPECIAL CUT DITCH
FRO M -Y1A- STA. 12+00 TO STA. 13+15 RT
DETAIL C
M in. D=0.5 Ft.
G round
N atural
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FRO M -L- STA. 52+00 TO STA. 53+93 LT
DETAIL C
M in. D=0.5 Ft.
Ground
Natural
0702
0705 0707
15" RCP-IV 0714
S2SFD
CONC
CONC
60" WD1S
F
B
U
S
7
2
" WD72" VINYL 72" VINYL GRGR1SM
T
L
B
U
S 72" CHLWATER
TOWERELECTRIC BLD 72" CHL72" CHLHTR
BUS
WD
RAM
P
CON
C
8’WDPOND
1SFD
SGRS
1SFD
CONCCONCH
T
R
2SFD
2SFD
GRGRSFLAG POLE
G
E
N
E
R
A
T
O
R
CONC1SFBUS SWD RAMP
SWD BULKHEADWD BULKHEAD1SBU S
WD
RAMP
SOIL
SOIL
CONC
CONC
CONC
CONC
CONCTOWER LANE 18.8’ BSTGR GRGR
GR
CO
L
ING
T
O
N

R
D

3
6
.0
’ B
S
T
COLINGTON RD
21.9’ BST
COLINGTON RD 21.9’ BST
GPS M ON R5014-10
PARKING LOT
LIGHTS FOR
IN CONDUIT
IN CONDUIT
IN CONDUIT
I
N CONDUI
TIN

C
O
N
D
U
IT
IN CONDUIT
8" UNK
12" U NK
12" UNK
8" UNK
8" UNK12" UNK12" UNK8" U
N
K
6" UNK6" UNK6" UNK8
" U
N
KCCCCCC
CHHTTTTTTTTEO I
EOI
12" UNK
8" UNK
EOI
M ARKER
OPTIC
FIBER
EO I
M ARKER
WATER
M ARKER
WATER
M ARKER
W ATER
BOX
CABLE
EOI
M ARKER
WATER
BOX
POW ER
M ARKER
W ATER
EO
IBOXPOWERM ARKER
WATERTGPS M ON R5014-9
35.07’+26.3630.03’+48.51
33.91’+38.44
35.95’+48.8333.24’+11.4530.57’+78.7626.05’
+23.27
FIELD
DRAIN FIELDDRAIN ST FIELDDRAINFIELDDRAINSTST
HDPE
(2) 8"
INV.=6.00’
INV.=6.09’
INV.=10.47’
INV.=10.65’INV=0.54INV=0.62HDPE(2) 12" INV=-0.04INV=-0.01CONC2SFDG 11’11’+48.62-L- PCC Sta. 53+93.00-L- PT Sta. 56+98.52-L- PC Sta. 58+94.19-L- PT Sta. 61+21.58-L- PC Sta. 62+57.15-L- PT Sta. 63+83.95-L- PC Sta. 64+92.600 60 50 40 30 20 10 00 20 30 50 60 60 50 40 30 20 10 20 30 40 50 50 40 30 216.5’16.5’0 20 511’11’11’0 621’
(TYP)+20.1921’
(TYP)21’(TYP)
W
I
D
EN
I
N
G150’ SY
M
M
ETR
I
C
A
L21’(T
Y
P)21’(T
Y
P
)P.S.7’
P.S.7’
-L-
-L-0 4+94.80-Y1A- POT Sta. 10+00.00 -Y1A--Y1A- POT Sta. 13+63.71
-L- POT Sta. 64+60.08 =
PI Sta 55+48.13
D
L = 305.53’
T = 155.13’
R = 715.22’
PI Sta 60+12.41
D
L = 227.39’
T = 118.21’
R = 337.03’
PI Sta 63+20.66
D
L = 126.80’
T = 63.51’
R = 881.47’
PI Sta 74+83.10
D
L = 1,082.00’
T = 990.50’
R = 485.00’
SE = 6%
RO = 126’
V = 45 MPH
SE = 6%
RO = 126’
V = 30 MPH
SE = 5%
RO = 105’
V = 50 MPH
SE = 6%
RO = 126’
V = 40 MPH
55+0060+0065+00-L-
PI Sta 52+50.59
D
L = 307.68’
T = 165.28’
R = 340.00’
RO = 126’
SE = 6%
V = 35 MPH *
N
C

02
01
02
00
R 25’R

4
0
’R 5’
R 5’P.S.8’P.S.8’-Y1A- STA. 11+70.00
BEGIN CONSTRUCTION
10’
10’

11’11’11’11’+48.86+08.91+70.93P.S.7’P.S.7’0 30 40
1
21’(TYP)*LT & RT50’ TAPER 7’P.S. TO 8’P.S.
TRAN SITIO N FRO M
7’P.S. TO 8’P.S.
TRAN SITIO N FRO M
8’P.S. TO 7’P.S.
TRAN SITIO N FRO M
8’P.S. TO 7’P.S.
TRANSITIO N FRO M
EX
.
8:1
8:1
8:1
8:1
RO CK PLATING -L- STA. 56+30 TO 56+75 LT**
+76
G REU, TL-2

G REU , TL-2GREU, TL-2
G REU , TL-2
+10.00 -L-
35.00’ RT
40.00’ RT
+50.00 -L-
45.00’ RT
+37.00 -L-
40.00’ LT
54.00’ LT
+62.00 -L-
40.00’ LT
54.00’ LT
23
24
25
26
27
30
31
32
33
34
35
36
45.00’ RT
+20.00-L-
40.00’ LT
+83.95-L-
40.00’ LT
+57.15-L-
28
29
40
45.00’ RT
+50.00-L-
45.00’ RT
+21.58-L-
35.00’ RT
+75.00-L-
45.00’ RT
+50.00-L-
40.00’ RT
+75.00-L-
40.00’ RT
+10.00 -L-
21.16’ LT
+70.00 -Y1A-
32.00’ LT
+00.00 -Y1A-
40.00’ LT
+10.00 -L-
40.00’ LT
+98.52 -L-
38.81’ LT
+25.00 -L-
42.00’ LT
+57.15 -L-
40.00’ LT
+90.00 -L-
40.00’ LT
+92.60 -L-
51.00’ LT
+00.00 -L-
37
58.00’ LT
40.00’ LT
+93.00 -L-
28.00’ LT
+03.79 -Y1A-
24.36’ LT
+00.00 -Y1A-
23.54 RT
+25.00 -Y1A-
23.17’ RT
+95.00 -Y1A-
32.00’ RT
+99.09 -Y1A-45.00’ RT
+08.27 -L-
43.00’ RT
+20.00 -L-
35.00’ RT
+93.00 -L-
35.00’ RT
+98.52 -L-
65.00’ RT
65.00’ RT
35.00’ RT
+22.00-L-
35.00’ RT
+94.19-L-
40.00’ RT
+57.15-L-
40.00’ RT
+83.95-L-
35.00’ LT
+94.19-L-
35.00’ LT
+21.58-L-
40.00’ RT
35.00’ RT
+21.58-L-
40.00’ RT
+94.19-L-
35.00’ RT
+90.00-L-
45
.00’
50
.00’
PCG
, SL
213
BUFFER
OPEN
SPACE
2
.50’
PCG
, SL
213
BUFFER
OPEN
SPACE
2
.50’N 6213’40" E274.98’S 48 10’39" E
141.68’
S 48 13’02" E
191.09’
S 46 25’19" E
73.02’17.36’S 4503’56" W178.19’24.02’S 4421’13" W175.20’PL=W A TER’S EDGE
PL=W A TER’S EDG E
S
3
5
5
8
’
3
5
" W1
5
7.
7
8’S 4211’25" W111.00’
S
1328’07"
E79.45’S 4305’28" W148.37’S 4211’25" W83.96’S 4305’28" W80.12’
EIPS 5653’00" W210.96’4.34’ R/W-EIPEIP3.68’ R/W-EIPEIP
1.36’ R/W -EIP
EIP2.53’ R/W-EIPE
IP0.49’ R/W-EI
PS 36 05’46" E
131.55’
S 43 38’22" E
100.93’S 0955’19" E39.52’PL=WATER’S EDGE
C
M
C
MS 4344’25" W381.00’S 4352’28" W424.07’5.19’ CM-R/W5.59’ CM-R/W3.55’ EIP-R/WEIP
N 5544’41" E70.00’S 5606’23" W321.71’N 8358’57" E8.98’S 42 45’29" E
354.31’N 4416’42" E378.54’N 5918’19" E318.50’S 49 17’57" E
50.76’S 1147’47"
E
271.93’1.94’ R/W-EIPEI
PS 3344’49" W116.20’S 7249’45" E
125.32’
EXISTING R/WEXISTING R/W
E
X
I
ST
IN
G
R
/
W
EXI
STI
NG R/
W
EXISTING R/WEXISTING R/WEXISTING R/W2.40’ CM-R/WS
23 24’18" E217
.78’PB C - PG 167A
PB C - PG 167A
GARY LEE KENNEDY
DB 158 - PG 88
PB C - PG 178I
NANCY K. BALONIS
DB 1074 - PG 81
TERRY BEASLEY
DB 864 - PG 210
PB C - PG 111A
W ILLIAM T. CAROON
DB 1417 - PG 101
PB C - PG 111A
JANE C. BALDW IN
DB 124 - PG 651
DB 36 - PG 299
JASON B. HILL
DB 38 - PG 99
DB 1695 - PG 27
DB 1570 - PG 152
PB G - PG 212
SHINGLE LANDING OF COLINGTON CORP.
GARLAND H. DUNSTAN, JR.
DB 1727 - PG 90 SHI
NGLE LANDI
NG OF COLI
NGTON CORPDB 1614
-
PG 72EDW ARD G. COLLIER
DB 1703 - PG 256
PB G - PG 188
HARBRINGER LAND & TIM BER, LLC
DB 1932 - PG 176
PB I - PG 72
PL=WATER’S EDGE
ISABEL LOPEZ
BLANDINA LOPEZ35.07’+26.3630.03’+48.51
33.91’+38.44
35.95’+48.8333.24’+11.4530.57’+78.7626.05’
+23.27
RICHARD A. COHEN
DB 1935 - PG 43
PB C - PG 167A
DB 2110 - PG 24
M ONIKA C. TTEE PIRRONE
ALAIN J. TTEE PIRRONE
DB 1936 - PG 351
JUNE E. BEASLEY
LEW IS R. BEASLEY
DB 2114 - PG 735
JOSEPH JONES JR.
US CELLULAR
HDPE
(2) 8"
INV.=6.00’
INV.=6.09’
INV.=10.47’
INV.=10.65’
55
.93
’ RT
+41
.41
-L
-
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
F
F
C
C
F
C
F
F
F
F FFFFFCFFFFF
F
F
F
F
F
C
F
F F
CCFCCCC
C NAD
8
3/NA
2
0
1
1
CM 1.24’ R/W-CMS
16
19’2
1"
E
4
3
9.3
6’S 3218’52" W293.63’PL=WATER’S EDGEEIPS 7821’00" E
149.25’
S 0549’49" E
32.10’
S 6010’48" W94.20’1.09’ CM-R/W
S 6010’48" W287.02’S 3144’55" E320.16’
EIP
EIP
EXISTING R/W
EXI
STI
NG R/WEXISTING R/WE
XIS
TI
NG
R/WEXI
STI
NG R/WEXI
STI
NG R/WEXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EX
IS
T
ING
R
/WEX
I
STI
N
G R/
WE
IPN 4334’09" E277.13’S 0144’25" E72.00’S 7408’44" W
98.90’N 4414’25" W50.00’N 3116’46" W25.26’N 4318’54" W84.68’N 3308’32" W112.39’N 3627’45" E25.69’N 3627’45" E64.34’S 1340’13" E149.34’S 1340’13" E18.39’S 5044’25" E150.53’N 4334’09" E26.33’22.42’N 8644’25" W 99.00’EDGEPL=WATER’S EIP
EIP
EIP
EIP
S 8722’41" W
122.44’N 0113’27" W70.78’27.13’
S 7910’50" W
81.61’
S 6451’10" W
70.22’S 5 3 3 7 ’2 9 " W2 0 .0 9 ’
S 5 3 4 9 ’4 3 " W4 5 .9 3 ’S 4341’32" W42.79’N 5256’13"
W90.39’S 4407’54" W24.97’S 3317’36" W56.39’S 3158’32" W20.72’S 3404’40" W32.13’N
6709’46" W
100
.14’N 5231’53" W284.04’N 5345’34"
W83.80’
0.99’ EIP-R/WDB 1932 - PG 176
PB I - PG 72
PB E - PG 246
DB 1928 - PG 242
PB 4 - PG 96
COLINGTON HARBOUR ASSOC.
DB 167 - PG 687
DB 142 - PG 348
DB 212 - PG 55
PB 3 - PG 12
MARY MARTHA ALDERTON
DB 1028 - PG 408
PB 4 - PG 56
AMY L. BEASLEY
DB 1859 - PG 180
PB 4 - PG 56
BRIAN BYRD
DB 1801 - PG 419
PB 4 - PG 56
DB 1970 - PG 421
PB 4 - PG 56
HOWARD E. SIMMONS, 3RD
DB 1675 - PG 188
PB 4 - PG 56
NANCY Z. ROTEN
DB 1821 - PG 229
PB 4 - PG 56
VIOLA P. WHITE
DB 655 - PG 753
DB C - PG 274
DB 291 - PG 748
DB 167 - PG 687
DB 315 - PG 351
DB 1848 - PG 331
HORACE B. HOOPER, JR.
DB 315 - PG 351
DB 1826 - PG 271
MILTON R. HARTLEY
DB 184 - PG 373
DB 145 - PG 280
DB 167 - PG 687
HARBRINGER LAND & TIMBER, LLC
HARBRINGER LAND & TIMBER, LLC
DB 1826- PG 270
UNITED CHURCH
COLINGTON
PL=WATER’S EDGE
PB G - PG 188
DB 1703 - PG 256
EDWARD G. COLLIER
10.49’+85.72
105
.51’
+48
.74
136.50’+00.22
130.87’+53.4993.83’+95.26 29.98’
+15.25
DB 2089 - PG - 845
EMERALD COLINGTON RD HOLDINGS LLC
LUIS RODRIGEZ JR
BRYAN J. BYRD
DB 2111 - PG 614
LIBERTY CHRISTIAN FELLOWSHIP
DB 2111 - PG 614
LIBERTY CHRISTIAN FELLOWSHIP
68.13’ RT
+67.94 -L-
55.93’ R
T
+41.41 -
L-
128.81’ RT
+32.89 -L-
105.09 RT+71.18 -L-102.28’ RT+83.8690.58’ LT+24.97 -L-
42.22’ LT
+67.59 -L-
33.19’ LT
+30.11 -L-
CHORD = 165.92
D = 6658’50.46"
EXISTING R/W
CHORD = 106.61’D = 1235’29.70"EXISTING R/W 61.09’ RT+34.37 -L-67.55’ RT+76.20 -L- 57.43’ RT+73.82 -L-74.73’ RT
+93.67 -L-
CHORD
= 225
.05
’
R
= 268
.73
’
EX
IST
ING
R
/W HTR(ABAND)
HTR48" CHL36" WD72" WD3
6
" WD
36" WDDKHTRDKS
S
WD DECKGRRUINSCONC
1SFD
CHURCHCONCCONCCONCS48" WDSTEPSCONCCONCGRMTLGR
S
HTR
HTR
HTR 2SFDHTR1SFD
S
S
SSSCONCDK
36" CHL
36" CHLCONC GRD
K
72" WD72" WD72" WD
DK
DK DKDK
DK
FLOWER
BED
S
2SFD
3SFD
1SFD
S GRSOILCONC
BST
CONC
CONC
CONC
CONC
GR
C ONC CONCGRGRGRGR
COLINGTON RD 30.8’ BSTC
OLI
NGT
ON
R
D
3
6.0’
B
S
T
SANDPI
PER RD
20.0’ BSTC
OLI
N
GT
O
N
R
D 24.3’ BST
36" CMPF OUNDNO DE E D RE F
S S 4 9 0 1 GP ROP OS E D R/WIN CONDUIT
IN
CONDU
IT
IN
C
O
N
D
UIT
IN CONDUIT IN CONDUITI
N CONDUI
TIN
CONDU
IT
6" UNK
8" UNK
8" UNK
8" UNK6" UNK 8" UNK8"
U
N
K8" UNK8" UNK
8" UNK
8
" UNK
C
T
T
T
TT
T
T
HH
HH
MARKERWATER
MARKER
WATER
BOXPOWER
MARKER
WATER
MARKER
WATER
MARKER
WATER
ASSEMBLY
BLOWOFF
MARKERWATER
8" UNKGPS MON R5014-5
LN BSTCOLINGWOOD
10.49’+85.72
105
.51’
+48
.74
136.50’+00.22
130.87’+53.4993.83’+95.26 29.98’
+15.25
DIR.
O
N
L
Y
15"
H
D
P
E 12" HDPE11’11’11’11’11’TAPER
150
’ SYMMETR
ICAL
0 6
0 5
0 4
0
3
0
20 10 00
1
0 2
0 3
0 40 5
0 6 0 60 50 40 30 20 10 00 10 201
02
00
01
N
C
N
C
N C
N C
0302P.S.7’P.S.7’P.S.7’P.S.7’21’(TYP)2
1
’(TY
P
)+34.70(TYP)(TYP)(TYP)0 6
R 30’
R 25’
R 35’
10’10’
20’
+
70.00
+15.0020’+40.00
20’1
1’
1
1’
P.
S.
7’
P.
S.
7’
E X.
00
01 01
R 35’
R 15’
R 40’
10’10’+74.60+70.42DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/11/2017R:\Roadway\Proj\r5014_rdy_psh_08.dgntest8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
8R-5014
NAD 83/NA 2011SEE SHEET 7MATCH LI NE -L- STA. 66+50.00SEE SHEET 9MATCH LINE -L- STA. 80+00.00PAVEMENT REMOVAL
*
GTD = GRADE TO DRAIN
SEE SHEET 30 FOR -Y2- AND -Y3- PROFILE
SEE SHEETS 22 AND 23 FOR -L- PROFILE
DRIVEWAY RADII ARE 10’ UNLESS OTHERWISE NOTED
HORIZONTAL CURVE RADIUS.
DESIGN EXCEPTION REQUIRED FOR MINIMUM
NOTES:
GRADE TO DRAIN
SEE DETAL ’A’
SPECIAL CUT DITCH
0801
0802
0804
0803
1
2
" RC
P
-IV

0805
RETAIN
RETAIN
RIP RAP
44 TONS CLASS B
SEE DETAIL ’H’
TOE PROTECTION
RIP RAP
226 TONS CLASS B
SEE DETAIL ’I’
TOE PROTECTION
0806 0807
0808
0809
DI
G
RAD
E
TO

D
RA
IN
18" RCP-IV DI0810
0811
18" RCP-IV REMOVE
2
4
" RCP-I
V24" RCP-IV
SEE DETAIL ’AA’
CUT DITCH
Flatter4:1 or
D3:1( Not to Scale)
CUT DITCH
FROM -L- STA. 69+12 TO STA. 69+50 RT
Min. D= 1.5 Ft.
DETAIL AA
Slope
Ditch
Front
Ground
Natural
SEE DETAIL ’J’
SPECIAL CUT DITCH
FLATTER3:1 OR
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 70+50 TO STA. 71+00 RT
DETAIL J
Min. D=0.5 Ft.
Ground
Natural Slope
Ditch
Front
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 76+73 TO STA. 80+50 RT
DETAIL A
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
DRAIN
GRADE TO
FROM -L- STA. 72+18 TO STA. 74+30 LT
Fill Slope3:1 or Flatter
b=5 Ft.
d=1.5 Ft.
230 SY Geotextile
Type of Liner= 226 TONS Class B Rip-Rap
b
DETAIL I
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
7 SY Geotextile
2 TONS CL B RIP RAP
11 SY Geotextile
CL B RIP RAP3 TONS
7 SY Geotextile
CL B RIP RAP2 TONS
( Not to Scale)
TOE PROTECTION
d
FLATTER3:1 OR
FROM -L- STA. 74+30 TO STA. 74+53 LT
DETAIL H
25 SY Geotextile
Type of Liner= Class B Rip-Rap
d=1.5 Ft.
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
GTD
11 LF OF 36" CAAP
EXISTING 36" CMP WITH
COLLAR AND EXTEND
-Y3- PT Sta. 11+08.92
-Y3- POT Sta. 10+00.00
-L- PRC St
a. 75+74.60-L- PT Sta. 78+92.44-L- PC Sta. 80+18.96-L-
-L-
-Y3-
-Y2-
-Y2- POT Sta. 11+57.81
-L- POC Sta. 67+23.30 =
PI Sta 10+71.99
D
L = 74.25’
T = 37.31’
R = 300.00’
-Y3-
PI Sta 74+83.10
D
L = 1,082.00’
T = 990.50’
R = 485.00’
PI Sta 77+64.46
D
L = 317.84’
T = 189.86’
R = 231.00’
PI Sta 10+98.07
D
L = 19.56’
T = 9.91’
R = 50.00’
-Y2-
SE = 6%
RO = 126’
V = 40 MPH
SE = 6%
RO = 126’
V = 30 MPH
-L-
SE = EXIST.70+0075+00SE = EXIST.
-Y3- PC Sta. 10+34.67
-Y3- STA. 11+00.00
BEGIN CONSTRUCTION
-Y2- STA. 10+15.00
BEGIN CONSTRUCTION
-Y2- PT Sta. 11+07.72
-Y2- PC Sta. 10+88.16
-Y2- POT Sta. 10+00.00
*
-Y3- POT Sta. 12+78.30
-L- POC Sta. 71+44.00 =
36
38
40
41
42
43
44
45
59.20’ RT
+50.00 -L-
77.00’ RT
+55.00 -L-
68.84’ RT
+25.00 -L-
87.00’ RT
+30.00 -L-
45.00’ RT
+50.00 -L-
40.00’ RT
+00.00 -L-
44.84’ LT
+42.00 -L-
43.00’ LT
+74.60 -L-
40.00’ LT
+85.00 -L-
41.09’ LT
+20.00 -L-
45.45’ LT
+73.00 -L-
50.00’ LT
+50.00 -L-
41
+30.07 -L-
50.00’ RT
61.00’ RT
+09.00 -L-
55.94’ RT
66.00’ RT
40.00’ LT
+52.66 -L-
40.00’ LT
+51.27 -L-
50.00’ RT
+74.60 -L-
45.00’ RT
+50.00 -L-
40.00’ RT
+92.44 -L-
40.00’ LT
+92.44 -L-
56.00’ LT
51.00’ LT
40.00’ LT
+93.00 -L-
56.00’ LT
40.00’ LT
+26.00 -L-
45.00’ LT
+56.84 -L-
40.00’ LT
45.00’ LT
+10.00 -L-
F
F
F
F
F
F FCFCF
C
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
FFCFCFFF F
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
C
F
F
F
F
F
F
FFFFFFFFFF
60.00’
PL=WATE
R’S E
D
GE
PL=W
A
TER’S ED
G
ES 3745’33" W
185.26’N 1617’09" E115.88’N 1617’09" E43.45’S 5724’19" E
183.33’EI
PPL=WATER’S EDGE
S 6907’20" W
323.82’S 1541’42" E44.08’S 2937’16" E26.82’PL=WATER’S EDGES 3004’59" E869.55’
N 6132’50" E
17.40’S 3004’58" E89.45’N 3000’46" W89.79’29.90’31.04’
PL=WATER’S EDGE
P
L
=WAT
E
R’
S
E
DGE
EIP
EIP
N 1629’57" E327.38’S 7414’09" W
272.76’N 1624’31" E128.20’S
7
3
4
2’5
7" E14
2.8
6’
E
X
IS
T
IN
G

R
/W
EXISTING R/W
EXISTING R/WEXISTING R/W
EXI
S
TI
NG R/WJLS PROPERTIES, LLC
DB 1716 - PG 87
GARY D. CRANE, JR.
DB 1588 - PG 286
DB 1244 - PG 276
EVELYN G. CARLISLE
DB 1678 - PG 235
PB G - PG 202
EVELYN G. CARLISLE
DB 1678 - PG 235
PB G - PG 202
ROCKY D. MIDGETTE
DB 1560 - PG 261
DB 1652 - PG 275
TANYA TILLETT CROW
DB 786 - PG 561
PB C - PG 198D
COUNTY OF DARE
DB 1673 - PG 406
PB G - PG 190 LGI LAND NC,
LLCDB 1673
-
PG 409PB G
-
PG 190COLINGTON CREEK, LLC
DB 1545 - PG 196
DAVID A. SHAW
DB 1851 - PG 354
PB G - PG 264
37.91’+21.62
76.13’+76.69
20.06’+97.56
26.14’
+10.87
121.39’ x 265.90’ SIGHT TRIANGLEEXISTING R/W 55.65’ LT
+87.75 -L-32.43’
L
T+04.37 -L
-51.43’ RT+05.27 -L-
53.37’ RT+72.70 -L-
50.96’ RT+41.60 -L-52.09’ RT+08.25 -L-
E
X
ISTIN
G
R
/
W
C
H
O
R
D = 578.97’D = 5405’38.56"R/W-EIP1.19’DB 2111 - PG 614
LIBERTY CHRISTIAN FELLOWSHIP45
DB 2111 - PG 614
LIBERTY CHRISTIAN FELLOWSHIP
MTLMTL
RIP RAPRI
P RAP
RIP RAPRIP RAP
WD BULKHEAD
MTL
MTL
RIP RAP
BLK BULKHEAD
BL
K B
UL
K
HE
A
D
1SFD
BST
BST
C
O
LIN
GT
O
N FIRE
DEPT
S
B
1S
F
D1S
F
D GRMTL BST PATHSDK
S
OI
L4
8
" WD48" WD
S
2SF
D
2
S
F
DCONCDKSTAIRS
36" WD
72" WD
S
DK
CONC
1S
F
D1SFD
DK36" WD2SF
D
SSS
SOI
LCONCCONCBSTBSTLOVER LN 18.7’ BST
B
S
TGR
GRGRCURB
CURB CONCGR
SOIL
SOIL
GRCURB
BST
COLINGTON RD 26.4’ BSTIN CONDUIT
IN CONDUIT
8" UNK
12"
U
N
K
8" UNK
12" UNK
12" UNK
8"
U
N
K
8" UNK
6" UNK
6" UNK
6" UNK12" UNK
12" UNK
T
T
T
T
T
T
T
T
H
H
C
C
MARKER
WATER
MARKER
WATER
MARKER
WATER
MARKER
WATER
EOI
EOI
EOI
MARKER
OPTIC
FIBER
H
H
EOI
EOI
EOI
EOI
12" UNK
WILLIAMS DR 18.0’ BST
GPS MON R5014-11
GPS MON R5014-12
RD
18.0’ BS
T
S
CHOOL HOUS
E
37.91’+21.62
76.13’+76.69
20.06’+97.56
26.14’
+10.87 15" RCP
FUNNEL DRAIN
DIR. ONLY
FUNNEL DRAIN
DIR. ONLY
FUNNEL DRAIN
DIR. ONLY
45
11’
11’11’11’0 20 3
0 4
0 5
0 60 50 40 30 2010001N CN C0100010 20 30 40 50 60 6
(TYP)
21’
(TYP)R 25’
R 25’11’11’P.S.7’P.S.7’+23.62
SAV
+32.00SAV
P.S.7’P.S.7’SAV
+
39.46
P.S.7’
P.S.7’
R 25’
21’
(TYP)20’+44.10E X.
0 2
0 1
TAPER 225’ LT
21’
6
0’
T
AP
E
R
L
T
STRUCTURE ANCHOR UNIT
TIE GR TO EXISTING
13’
-L- STATION 91+89.27
-L- STATION 90+00.64
APPROACH SLAB
TIE PVMT TO CONC.
NOT PART OF TIP PROJECT R-5014
ANCHOR UNIT
TIE GR TO EXISTING STRUCTURE
8:1
8:1
-L- STA. 86+49.87, 33.44’ LT
TIE TO EX. BST PATH
REMOVE EX. GR
REMOVE EX. GR
REMOVE EX. GR
REMOVE EX. GR
REMOVE EX. GR
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/11/2017R:\Roadway\Proj\R5014_rdy_psh_09.dgntest8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
9R-5014
SEE SHEET 8
MATCH LINE -L- STA. 80+00.00
SEE S
H
EET 10MAT
C
H
LI
N
E -L- ST
A. 93+00.00NAD 83/NA 2011*
SEE SHEET 31 FOR -Y3A- PROFILE
SEE SHEET 23 FOR -L- PROFILE
DRIVEWAY RADII ARE 10’ UNLESS OTHERWISE NOTED
HORIZONTAL CURVE RADIUS.
DESIGN EXCEPTION REQUIRED FOR MINIMUM
NOTE:
GRADE TO DRAIN
SEE DETAIL ’C’
SPECIAL CUT DITCH
18" RCP-IV
18" RCP-IV
12" RCP-I
V
0901
0902
0904
CURB CUT
PROPOSED
OUT FUNNEL DRAIN
RETAIN AND CLEAN OUT FUNNEL DRAIN
RETAIN AND CLEAN
OUT FUNNEL DRAIN
RETAIN AND CLEAN
0903
REMOVE
REMOVE
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 81+25 TO STA. 84+76 RT
DETAIL C
Min. D=0.5 Ft.
Ground
Natural Slope
Ditch
Front
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 76+73 TO STA. 80+50 RT
DETAIL A
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
DETAIL ’A’
DITCH SEE
SPECIAL CUT
7 SY Geotextile
2 TONS CL B RIP RAPDRAINTOGRADE-L- PC Sta. 80+18.96
-L- PT Sta. 85+85.43-L- PC Sta. 89+71.52-L-
-L-
-Y3B- POT Sta. 12+21.27
-Y3A- POT Sta. 12+81.93
-Y3A-
-L- POC Sta. 85+03.96 =
PI Sta 83+25.29
D
L = 566.47’
T = 306.34’
R = 600.00’
PI Sta 92+55.51
D
L = 540.73’
T = 283.99’
R = 716.20’
SE = 6%
V = 40 MPH
SE = 6%
V = 45 MPH
-L-85+0090+00PI Sta 12+13.12
D
L = 94.66’
T = 47.73’
R = 300.00’
-Y3A-
PI Sta 10+77.18
D
L = 86.69’
T = 43.42’
R = 600.00’
SE = 2%SE = 2%
RO = 42’
V = 30 MPH
-Y3A- STA. 11+60.00
BEGIN CONSTRUCTION
-Y3A- PT Sta. 11+20.45
-Y3A- PC Sta. 10+33.76
-Y3A- POT Sta. 10+00.00
-Y3A- PC Sta. 11+65.40
*V = 30 MPH *
RO = 126’RO = 126’
RO = 42
-Y3A- PT Sta. 12+60.06
GREU, TL-3
GREU, TL-3
44
45
46
47
48
49
50.00’ RT
+00.00 -L-
41.00’ RT
+00.00 -L-
30.00’ RT
+50.00 -L-
35.00’ RT
+54.98 -L-
40.00’ LT
+80.92 -L-
40.00’ RT
+12.24 -L-
37.59’ LT
+25.00 -Y3A-
30.00’ RT
+50.00 -L-
44A
35.00’ RT
+18.96 -L-
40.00’ LT
+18.96 -L-
50.00’ RT
+56.46 -L-
59.00’ RT
50.00’ RT
+33.00 -L-
F
C F
C CC
F
FCFCFCC
C
C
C
FF F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
C
C
F
F
F
F
F
FFFF
EIP
EIP
EIP
EIPEIP EIP
EIP
EIP
EIP
EIP
EXISTING R/W
EXISTING R/W
DAVID A. SHAW
DB 1851 - PG 354
PB G - PG 264
COLINGTON CREEK, LLC
DB 1545 - PG 196
COLINGTON CREEK, LLC
DB 1545 - PG 196
PB E - PG 345
REGINA OUTLAW ZEINER
DB 1810 - PG 242
PB E - PG 345
WILLIAM JOSEPH MEYERS, JR.
DB 1875 - PG 89
PB C - PG 197A
CODY JACOB HUDOCK
DB 1798 - PG 164
GARY GENE BEASLEY
DB 1071 - PG 37
DB 1591 - PG 86
MARK D. NUNEMAKER
DB 1615 - PG 366
PB C - PG 197A
DB 1539 - PG 223
COLINGTON VENTURES
DB 1880 - PG 59
PB C - PG 197A
PB C - PG 122D
BRANDON BEASLEY
DB 1832 - PG 450
PB G - PG 399
DUNSTAN, JR.
GARLAND H.
59
58
65
66
53
PB G - PG 300
DB 1702 - PG 237
DEVELOPERS, LLC
COLINGTON POINT
PB G - PG 300
DB 1677 - PG 203
DEVELOPERS, LLC
COLINGTON POINT
PB D - PG 398
DB 1390 - PG 278
MAYNARD R. OUTLAW
PB D - PG 398
DB 1164 - PG 389
JASPER DONNIE GAMIEL
DB 365 - PG 842
JANICE WILLIAMS O’NEAL
PB G - PG 264
DB 1673 - PG 409
LGI LAND NC, LLC
50
K. ARCHER
CHRISTOPHER
40.26’
+24.57
30.39’
+58.65
29.40’
+05.22
46.68’
+77.86
30.11’
+75.46
30.01’
+25.67
3
0.
0
3
’+1
4.
1
4
31.74’
+33.73
DB 2018 - PG 531
AVA COL SOL JOHNSON
DB 2034 - PG 987
ROBERT SHANE MOORE
6
0
" CMP
GR
36" WD
1SBUS
S
1SFD
1SFD
1SFD
HTR
S
WD
PIER
36" WD
36" WDS
SFLOWER
BED
FLOWER
BED
C
O
NCBST
4
8" ROPEFI
SH HOUSE36" WDWD PIERHTR72" WD
48" CHL
2SFDGHTRMTLM
TLS
MTL
MTL
1SFD
DKGR36" ROPE36" ROPE
CONCGR7
2
" WDSWD
PI
E
R
CONC CRABPOTSS
CONC
MTL DKDKDKARBORS BST1SFD 48" CM
P
CONCSOIL
BSTBS
TBST
B
S
T
GRGRGRGR GRGRGRGR GR
GRGR
CURBCURBCURB
COLINGTON RD 22.1’ BST
CONC C&GCONC C&GLIGHT 60.00’PL=WATER’S EDGE
PL=WATER’S EDGE
S 4703’06" E96.41’N
7
3
5
0
’
4
2
" W1
1
3.
1
7
’
0.
4
5
’ R/W-EI
PN 0816’02" E
53.99’N 2301’38" W118.51’S
7
3
1
8
’
4
4
" E8
3.
1
3
’N
7
3
1
8
’
4
4
" W1
1
9.
5
1’
S 0809’30" W
158.77’
S 1141’16" W
4.53’
S
7
4
0
6
’
0
7
" E1
6.
3
7
’S 3532’07" E63.79’N
5340’44"
E17.17’S 3502’04" E44.84’S
5
0
5
0
’0
8
" W
7
5
.2
6
’N 5023’15" W16.39’S 6343’55" W87.47’
S 2024’50" W
57.02’
S 3753’05" W
98.41’
N 8743’04" W27.14’S 3421’24" W
165.00’
33.51’S8814’21"W1.47’ R/W-EIP
1.
3
3
’ R/W-EI
PEI
P-R/W1.00’
N 3634’10" E
341.01’S 6348’18" E223.54’N 3502’04" W82.33’N 3742’51" E
158.26’
N 2853’20" E
179.63’N 5931’19" W91.56’N 5901’19" W57.23’N 84
09’19" W34.77’
N 84
09’19" W111.58’
N 8849’19" W36.92’S 2033’58" E172.99’N 5558’38" W143.03’S 5902’44" E751.48’N 0829’10" E
74.82’
N 1430’18" E
75.04’
N 1502’15" E
103.58’
N 1641’05" E
21.00’N
7
7
3
4’
16
" W15
9.
13’
S
7
7
17’
4
1"
E
15
5.
0
1’
S
7
7
2
8’
2
1"
E
14
7.
4
1’N
7
3
1
8
’
5
5
" W1
4
9.
2
2
’S
7
3
1
0
’
2
2
" E1
4
9.
8
5
’
0.
1
5
’ R/W-EI
P2.
8
6’
EI
P-R/W2.
8
1’
EI
P-R/WS
7
3
1
0
’
2
2
" E4
9.
5
0
’1.26’ R/W-EIPS 6259’38" W152.74’N 4220’23" W107.57’N 4220’23" W94.22’S 3653’18" W
125.66’
104.54’S 3944’01" E125.70’S 3944’01" E51.32’S8814’02"E
EIP-R/W1.94’
S 4449’17" W
151.92’
50.00’
IN CONDUIT
IN CONDUIT
IN CONDUIT
I
N CONDUI
T
8" UNK
8" DI
P8" UNK
8" UNK
8" UNK
6" UNK
6
" UNK6" UNK2"
UNK
2" UNKT
T
T
T
T
T
C
C
C
C
C
EOI
EOI
MARKER
WATER
MARKER
WATER
MARKER
WATER
MARKER
OPTIC
FIBER
MARKER
WATER
EOI
MARKER
WATER
MARKER
WATER
T
MARKER
POWER
C
ATTACHED TO BRI
DGE19.0’ BST
COLINGTON POINT
GPS MON R5014-13
40.26’
+24.57
30.39’
+58.65
29.40’
+05.22
46.68’
+77.86
30.11’
+75.46
30.01’
+25.67
3
0.
0
3
’+1
4.
1
4
31.74’
+33.73
FIELDDRAIN
6
0
" CMP
22’11’22’11’
1
1’
1
1’
300’ TAPER LT
+
8
8.5
9
+29.09
01NC0100010 20 30 40
5
0
5
0
4
0 3
0
2
0
1
0
0
01 N
C N
C
01
0
1
00
0 2
0 3
0 4
0
5
0
6
0 6
0 5
0 4
0 3
0 2
21’
(TYP)
21’
(TYP)
21’(TYP)
21’
(TYP)
21’(T
Y
P)11’11’P.S.7’R 25’
R 5’
R 5’
R 5’22’11’P.S.7’P.S.8’P.S.2’
11’
P.S.7’
0
2
0
1
0
2
5
0
0 NCN CR 25’+80.00(TYP)20’+97.23+66.93P.S.7’P.S.7’
+
7
3.
3
9
R 10’
100’ TAPER
E
X.
225’ TAPER LT
EXIST. BRIDGE
TIE GR TO EXIST. BRIDGE
TIE GR TO
P.
S.
7’
7’
P.
S.
R 10’03020405060001NC7’11’11’
-Y3C- 10+67.06
-Y3C- 10+28.84
-Y3C- 10+69.88
-L- 107+38.88END RET. WALL
BEGIN RET. WALL
**-L- STA. 104+10 TO 104+65 LT
ROCK PLATING
8:1
8:1
+85.01BEGIN RET. WALL
END RET. WALL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/11/2017R:\Roadway\Proj\R5014_rdy_psh_10.dgntest8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
10R-5014
NAD 83/NA 2011
SEE SHEET 9MATCH LINE -L- STA. 93+00.00SEE SHEET 11
MATCH LINE -L- STA. 107+50.00
D D
-Y3C-
SE = EXIST.
R = 100.00’
T = 8.00’
L = 15.98’
PI Sta 10+44.77
SE = EXIST.
R = 150.00’
T = 40.71’
L = 79.50’
PI Sta 11+17.82
*
SEE SHEET 31 FOR -Y3B- AND -Y3C- PROFILE
SEE SHEET 23 AND 24 FOR -L- PROFILE
DRIVEWAY RADII ARE 10’ UNLESS OTHERWISE NOTED
SEE SHEET 2G-? FOR GEOTECHNICAL DETAILS
HORIZONTAL CURVE RADIUS.
DESIGN EXCEPTION REQUIRED FOR MINIMUM
NOTES:
**GRADE TO DRAI
N48" CMP
EXTEND EXISTING
SEE DETAIL ’A’
SPECIAL CUT DITCH
SEE DETAIL ’C’
SPECIAL CUT DITCH
SEE DETAIL ’C’
SPECIAL CUT DITCH
SEE DETAIL ’B’
SPECIAL CUT DITCH
SEE DETAIL ’A’
SPECIAL CUT DITCH
15" RCP-IV
1001
1002
12" RCP-IV 12" RCP-IV 12" RCP-IV 12" RCP-IV
12" RCP-IV
12" RCP-IV
12" RCP-IV
12" RCP-IV
1003
1004
1005
1006 1007
1008
1009
1010
1011
1012
1013
1014
1015
1017
1016
1018 1020
1019
1021
WAY
PIER TO RIGHT OF
REMOVE WOODEN
RETAIN
1125
1126
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 99+76.92 TO STA. 104+10 LT
DETAIL B
Min. D=1.5 Ft.
Ground
Natural Slope
Ditch
Front
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 98+10 TO STA. 99+76.92 RT
FROM -L- STA. 97+50 TO STA. 98+10 RT
DETAIL C
Min. D=0.5 Ft.
Ground
Natural Slope
Ditch
Front
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 99+76.92 TO STA. 103+85 RT
FROM -L- STA. 96+20 TO STA. 99+76.92 LT
FROM -L- STA. 95+75 TO STA. 97+25 RT
DETAIL A
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
RCP-IV
12"
RCP-IV 15"
RCP-IV 12"
SEE DETAIL ’A’
DITCH
SPECIAL CUT
23 LF OF 48" CAAP
EXISTING 48" CMP WITH
COLLAR AND EXTEND
23 LF OF 48" CAAP
EXISTING 48" CMP WITH
COLLAR AND EXTEND
2 LF OF 48" CAAP
EXISTING 48" CMP WITH
COLLAR AND EXTEND
2 LF OF 48" CAAP
EXISTING 48" CMP WITH
COLLAR AND EXTEND
6 LF OF 60" CAAP
EXISTING 60" CMP WITH
COLLAR AND EXTEND
-
L-
P
T
Sta. 9
9
+
76.9
2
-
L-
P
C
Sta. 10
2
+
3
7.0
6
-L-
PT St
a. 95+12.26-L-
PC St
a. 97+92.01-L- PT Sta. 107+19.81 -L- PC Sta. 107+90.36
-L-
-L-
-Y3B-
-Y3B- POT Sta. 10+00.00
-Y3B- POT Sta. 12+21.27
-L- POC Sta. 94+81.31 =
PI Sta 98+84.89
D
L = 184.91’
T = 92.88’
R = 790.29’
PI Sta 105+78.55
D
L = 482.75’
T = 341.49’
R = 265.00’
T = 283.99’
PI Sta 92+55.51
D
L = 540.73’
R = 716.20’
-L-
SE = 6%
V = 45 MPH
SE = 5%
V = 45 MPH
SE = 6%
V = 30 MPH
10
0
+
0
0 105+0095+00AT-1
-Y3C- POT Sta. 10+00.00
-L- POC Sta. 106+69.43 =
-Y3B- STA. 11+92.00
BEGIN CONSTRUCTION
-Y3C- POT Sta. 11+65.72
-Y3C- PT Sta. 11+56.61
-Y3C- PC Sta. 10+36.77
*
AT-1
AT-
1
RO = 126’RO = 105’RO = 126’
-Y3C- STA. 11+00.00
END CONSTRUCTION
-Y3C- PC Sta. 10+77.11
-Y3C- PT Sta. 10+52.74
TYPE IIICURVED
TYPE IIICURVED
GREU, TL-3
GREU, TL-3
+90.00 -L-
40.00’ RT
53.00’ RT
+25.00 -L-
40.75’ RT
53.00’ RT
+40.00 -L-
41.52’ RT
53.00’ RT
+44.00 -L-
50.00’ LT
40.00’ LT
+53.00 -L-
50.00’ LT
40.00’ LT
49
50
51
52
54
59
55
56
57
60
61
62
63
64
65
66
45.00’ RT
+90.36 -L-
45.00’ LT
+90.36 -L-
40.00’ LT+19.81 -L-
40.00’ LT
+37.06 -L-
40.00’ LT
+04.00 -L-
50.00’ LT
+07.00 -L-
40.00’ LT
+20.00 -L-
45.00’ RT
+76.92 -L-
53
58
46.00’ RT
+50.00 -L-
40.00’ LT
+00.00 -L-
40.00’ LT
+43.00 -L-
25.00’ LT
+10.00 -Y3C-
25.00’ RT
+10.00 -Y3C-
45.00’ RT
+00.00 -Y3C-
50.00’ LT+10.00 -L-
55.00’ LT
+50.00 -L-
59
58
65
66
53
50
42.00’ LT
+02.97 -L-
55.00’ LT
+24.00 -L-
40.00’ RT
+69.40 -L-
40.00’ RT
+17.03 -L-
40.00’ RT
+32.50 -L-
50.00’ LT
+22.58 -L-
30.00’ RT
+45.00 -L-
40.00’ RT
+92.01 -L-
40.00’ RT
+76.92 -L-
45.00’ RT
+50.00 -L-
40.00’ RT
+00.00 -L-
40.00’ RT
+37.06 -L-
40.00’ RT
+09.32 -L-
42.00’ LT
+92.01 -L-
42.00’ LT
+76.92 -L-
40.00’ LT
+65.00 -L-
40.00’ RT
+19.81 -L-
F
F
F
F
F
F
F
F
F
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F C
C
F
C
C
C
C
F
F FFF
F
F
F F
F
F
FFCF
F
F
F
F
R/W-CM1.
2
1’
1.48’ R/
W-EIP
1.15’ R/
W-EIP0.55’ R/
W-EIP0.48’ EIP-R/WEIP
EIP
EIP
S
7
5
1
4’
3
8
" E4
5
9.
8
8’
S
8
0
2
5’0
7"
E
4
7
9.16’
N 84
57’38" W306.65’S 0854’58" E66.08’N 84
57’38" W185.87’
S 8444’48" W 180.70’
N 8448’06" E527.21’N 1838’22" E
211.26’
N 8841’09" W49.12’
N 8448’06" E230.23’N 5726’16" WN 5801’20" W381.70’EIP
S
7
6
2
2’
1
2
" E6
12.
7
1’N 6713’16" W111.83’S 5831’41" E200.84’S 4320’42" W
121.56’
S 1051’26" W
135.51’N 3955’39" W632.93’1.
6
4’ EI
P-R/WS
7
5
5
0
’
4
8
" E1
9
6.
3
9’
S 1111’54" E
154.95’
P L =WAT E R ’S E DGEN
8
0
19’4
8" W2
3
4.5
2’
S
8
0
19’4
8"
E
2
6
3.6
2’N
7
7
4
9’
5
0
" W3
0
0.
0
0’EIP3.7
4’
R/W-
EIP
EIP
N 8037’01" E151.11’
S 0639’01" W
221.69’
12.89’
S
8
2
0
8’5
9"
E
9
5.6
5’
N 0515’27" E
184.35’N 0515’27" E
179.09’
N 2304’39" W
18.34’
N 2304’39" W
20.92’
EIP
EIP
EIPN
0711’16" W561.08’S 0639’01" W
498.37’N 0715’38" W692.34’S
8
2
0
8’5
7"
E
8
0.8
2’S 4406’45" E143.40’S 2241’47" E149.46’0.34’ R/W-EIP1.00’ EIP-R/WEXI
S
TI
NG R/WE
XISTI
N
G
R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
COLINGTON POINT DEVELOPERS, LLC
DB 1702 - PG 237
PB G - PG 300
STANLEY W. MOORE
DB 898 - PG 262
PB C - PG 122D
MARK D. NUNEMAKER
DB 1615 - PG 366
PB C - PG 122D
CEMETARY
PB C - PG 122D
PB C - PG 122D
JUDY M. DEAVER
DB 1615 - PG 364
PB C - PG 122D
CAROLINA TELEPHONE
DB 1763 - PG 45
PB C - PG 182E
JAMES FRANKLIN MOORE
DB 745 - PG 712
PB C - PG 91C
MILDRED B. BYRUM
DB 1566 - PG 184
MURRAY EUGENE BRIDGES
DB 232 - PG 579
CLAUDE H. EURE
DB 1590 - PG 249
WILLIAM WALTER LADOW, JR.
DB 1907 - PG 271
PB H - PG 65
JAMES M. SMITH
DB 1878 - PG 198
DB 1473 - PG 41
PB H - PG 65
SANDRA JEAN LADOW
JIMMIE D. SUMMERELL
DB 12E - PG 172
PB 8 - PG 14
CHARLOTTE M. BEASLEY
DB 142 - PG 189
PB 8 - PG 14
DAVIE L. FLOYD
DB 1845 - PG 233
DB 1669 - PG 363
73
74
71
72
PB C - PG 111C
PB C - PG 91C
DB 1900 - PG 487
MARSHY RIDGE RETREAT
75
6
8.4
9’
+
0
4.2
5
30.22’+26.64
32.81’+01.3924.71’
+19.82
16.21’
+07.03
24.19’
+94.61
34.14’
+15.8730
.56’+63.0427.10’
+94.11
PB C - PG 122D
DB 2034 - PG 987
ROBERT SHANE MOORE
WB 16E - PG -103
JUDY M. DEAVER DB
19
8
1 -
P
G
7
6
5
C
OL
LI
NGT
ON
P
OI
NT
E
L
L
CD
B 1948 - P
G 114
C
O
L
LI
N
G
T
O
N
R
D
L
L
C
84.76’ LT
+10.36 -L-
68.35’ LT
+87.13 -L-
CHORD = 156.13’R = 161.86’EXISTING R/W
37.75’ LT
+28.70 -L-
41.82’ LT
+94.76 -L-
CHORD = 168.98’
R = 954.93’
EXISTING R/WSOILS
HTR
HTR
3
6" WD36" WD1SBLKD
3
6"
C
HL
2
4
" BKCEMETARY
C
ONC
C
ONCGR
PUMP STATION
S
48" ROPEBST48" VINYL48" VINYL6
0
" WD1SF
D
SS
DK2SMDS C
O
NC
GR
1SF
D
SHTR2
S
MT
L
BUS
S
S
2SFD
1SFSC
H
O
OL
1SMTL
1SFD1SFD 1SFBUS60" WD 72" CHLG
R
36" CHL
C
O
NC
CO
NC
CO
NC
S
ORLANDO MEEKINS LN CONC36" CHL
S
48" CHLBSTG
R
D
K
G
R
S
A
R
B
O
R
SOIL
SOIL
CONC
CONC
CONCCONCCONC
S
OI
LBST
G
R
GR
GRGR
SOIL
SOIL
SOIL
COLI
NGTON RD
2
1.5’ BS
TCURB
CURB
IN CONDUIT
I
N
C
O
N
D
UIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN C O N D U IT
IN CONDUIT
8" U
N
K
8" U
N
K
6" UNK
8" UNK6" UNK8" UNK 8" UNKH
H
TT
TT
TT
T
T
T
T
T
T
T
T
T
H
H
H
H
C
C
C
C
C
MARKER
OPTIC
FIBER
MARKER
WATER
MARKER
OPTIC
FIBER
E
OI
METER
POWER
T
PIPE
VENT
T
NO RECORDS AVAILABLE
STATION
PUMP
PRIVATE
C
E
OI
EOI
GPS MON R5014-14
GPS MON R5014-15
WATERSEDGE RD 19.5’ BST19.5’
B
S
TMAR
S
HY RI
DGE
R
D6
8.4
9’
+
0
4.2
5
30.22’+26.64
32.81’+01.3924.71’
+19.82
16.21’
+07.03
24.19’
+94.61
34.14’
+15.8730
.56’+63.0427.10’
+94.11
FIELDDRAIN FIELDDRAIN ST
22.3’ BST
COLINGTON RD
1
0
0’ TAP
ER LT+52.15
+04.94 +0
0.
6
2
+49.64
0 3
0 2
0 1
0 0
0 1
0 2
0 3
0 4
0 5
0 6
0 6
0 5
0 4
0 3
0 2
0 1
0 0
0 1
0 2
0 3
0 4
0 5
0 6
0 50 4
0 3
0
20 10 00
6
0
5
0
4
0
3
0
2
0 6
0 10002N C01N C0300
01
21’(T
YP)
2
1’(
T
YP)0 10
2
0
3
0
4
0 5
0 6
21’(TYP)21’
(TYP)(TYP)(TYP)+90.00N C
01
20’(
T
YP)
11’11’
P.S.7’
P.S.7’
P.
S.7’
1
1’
1
1’
P.
S.7’
R 3.5’
R 30’
R 40’
R 35’
R 30’
P.S.2’
P.S.7’
P.S.7’11’P.S.2’
R 5’
R 5’
R 5’
R 5’10’10’
10’10’20’20’+90.00
E X.E
X.
0 3
0 2
0 1
0 0
0 1
0 2
7’11’11’
-L- 107+38.88END RET. WALL
8:1R 5’+55.00REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/11/2017R:\Roadway\Proj\R5014_rdy_psh_11.dgntest8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11R-5014
NAD 83/NA 2011
-L- STA. 107+50.00 SEE SHEET 10
MATCH LINE SEE SHEET
1
2MATCH LI
NE
-L- STA.
1
2
5
+5
0.
0
0
*
PAVEMENT REMOVAL
GTD = GRADE TO DRAIN
SEE SHEET 30 FOR -Y4- AND -Y5- PROFILE
SEE SHEET 24 AND 25 FOR -L- AND -LA- PROFILE
DRIVEWAY RADII ARE 10’ UNLESS OTHERWISE NOTED
HORIZONTAL CURVE RADIUS.
DESIGN EXCEPTION REQUIRED FOR MINIMUM
NOTES:
12"
R
C
P-I
V
SEE DETAIL ’C’
SPECIAL CUT DITCH
SEE DETAIL ’C’
SPECIAL CUT DITCH
SEE DETAIL ’C’
SPECIAL CUT DITCH
12" RCP-IV
12" RCP-IV
12" RCP-IV 18" RCP-
I
V
18" RCP-IV
REQ SLOPE = 0.002 FT/FT
DDE QTY = 2.9 CY
SEE DETAIL ’D’
STANDARD V DITCH
1101
1102
1104
1106
1107
1109
1110 1112
1103
1105
1108 18" RCP-
I
V
12" RCP-IV 1111
1116
1121
1120
18" RCP-IV
SEE DETAIL ’C’
SPECIAL CUT DITCH
NATURAL GROUND ELEVATIONS
TIE DITCH TO
EXISTING BERM
TIE PROPOSED BERM TO
SEE DETAIL N
BERM
18" RCP-IV
FILL SLOPE AT ELEV. 4.1’
TIE PROPOSED BERM TO
3:1
D
( Not to Scale)
SPECIAL CUT DITCH W/ EARTHEN BERM
DETAIL N
Slope
Ditch
Front
Ground
Natural
FROM -L- STA. 108+25 TO STA. 111+00 LT3:1Ground
Natural
ROW
d
Variable
3:1 3:1 d=1.0 Ft.
Min. D=1.0 Ft.
SEE DETAIL ’B’
CUT DITCH
SPECIAL
TO DRAIN
GRADE
TO DRAIN
GRADE
SEE DETAIL ’A’
SPECIAL CUT DITCH
DETAIL ’A’
DITCH SEE
SPECIAL CUT
SEE DETAIL ’C’
SPECIAL CUT DITCH
G
T
D
GTD
REQ SLOPE = 0.008 FT/FT
DDE QTY = 29.6 CY
SEE DETAIL ’D’
STANDARD V DITCH
3 TONS
CL B RIP RAP
GEOTEXTILE
10 SY
3 TONS
RIP RAP
CL B
GEOTEXTILE
10 SY
GEOTEXTILE
7 SY
2 TONS
RIP RAP
CL B
G
EO
T
EX
T
IL
E10
SY3
TO
N
S
C
L
B
R
IP

RA
P
10 SY GEOTEXTILE
3 TONS CL B RIP RAP
EST. DDE= 4 CY
SLOPE= 0.1000
SEE DETAIL M
STANDARD ’V’ DITCH
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 122+50 TO STA. 126+25 RT.
FROM -LA- STA. 111+67.50 TO STA. 112+00 RT.
FROM -L- STA. 109+87 TO STA. 111+67.50 RT.
DETAIL A
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
3:13:1
D
( Not to Scale)
STANDARD ’V’ DITCH
FROM -L- STA. 109+66 TO STA. 109+87 RT.
FROM -LA- STA. 117+55 TO STA. 117+97 LT.
Min. D=1 Ft.
DETAIL D
Ground
Natural
Ground
Natural
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -LA- STA. 117+97 TO STA. 119+50 RT.
FROM -L- STA. 108+00 TO STA. 108+97 RT.
FROM -L- STA. 124+11 TO STA. 126+72 LT.
FROM -LA- STA. 117+97 TO STA. 120+00 LT.
FROM -LA- STA. 112+60 TO STA. 116+00 LT.
DETAIL C
Min. D=0.5 Ft.
Ground
Natural Slope
Ditch
Front
3:13:1
D
( Not to Scale)
STANDARD ’V’ DITCH
FROM -L- STA. 108+93 TO STA. 109+00 RT
Min. D=Var., 0-1 FT
DETAIL M
Ground
Natural
Ground
Natural
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -LA- STA. 115+16 TO STA. 117+97 RT
DETAIL B
Min. D=1.5 Ft.
Ground
Natural Slope
Ditch
Front
TB DITB DIGRADE TO DRAI
NRCP-
I
V 12"
-L- PT Sta. 107+19.81 -L- PC Sta. 107+90.36
-L- PT Sta. 109+68.37
-Y5- PT Sta. 12+56.55
-Y5- PC Sta. 10+49.34
-Y5- POT Sta. 10+00.00
-Y5- PT Sta. 11+10.62
-L- PC St
a. 120+52.13-L- PT St
a.
1
2
4
+7
8.
9
5
-
L-
-L-
-Y5--Y4-PI Sta 10+44.05
D
L = 29.18’
T = 14.62’
R = 200.00’
-Y4-
PI Sta 10+80.00
D
L = 61.28’
T = 30.66’
R = 700.00’
PI Sta 12+43.44
D
L = 26.37’
T = 13.26’
R = 100.00’
-Y5-
PI Sta 108+80.13
D
L = 178.01’
T = 89.76’
R = 558.98’
PI Sta 122+74.92
D
L = 426.82’
T = 222.79’
R = 603.11’
SE = 6%
V = 40 MPH
SE = 6%
V = 40 MPH
-L-
SE = EXIST.SE = EXIST.SE = EXIST.
110+00
1
20+00 115+00 125+00-Y5- STA. 10+70.00
BEGIN CONSTRUCTION
-Y4- STA. 10+15.00
BEGIN CONSTRUCTION
-Y3C- PC Sta. 10+36.77
RO = 126’RO = 126’
-Y5- PC Sta. 12+30.18
-Y4- PT Sta. 10+58.62
-Y4- PC Sta. 10+29.44
-Y4- POT Sta. 10+00.00
-L- PC Sta. 111+67.50 (BK) =
PI Sta 112+38.08
D
L = 137.55’
T = 69.00’
R = 700.00’
PI Sta 119+60.71
D
L = 549.17’
T = 511.04’
R = 244.00’
-LA- PT Sta. 113+06.63
-LA- PC Sta. 111+69.08
-LA- PT St
a. 119+98.83 -LA- PC Sta. 114+49.66
-LA- POT St
a. 120+03.07 (BK) =-LA- POT Sta. 111+67.50 (AH)
-L- PT St
a. 120+05.14 (AH)
-Y4- POT Sta. 11+74.16
-LA- POC Sta. 116+38.79 =
-Y5- POT Sta. 12+73.67
-LA- POC Sta. 117+31.88 =
SE = 6%
V = 30 MPH*
RO = 126’
SE = 6%
V = 45 MPH
RO = 126’
-LA-
HEADSTONES
WALL
DISTURB
DO NOT WAL
L
E
XI
S
TI
NGGREU, TL-3+75.00 -L-
45.00’ RT
75.00’ RT
+15.00 -L-
45.00’ RT
75.00’ RT
+48.00 -L-
45.00’ RT
67.00’ RT
+92.00 -L-
45.00’ RT
67.00’ RT
64
66
67
68
69
71
72
73
75
76
80
77
78
79
83
84
81
82
45.00’ LT
+68.37 -L-
45.00’ RT
+68.37 -L-
45.00’ RT
+90.36 -L-
45.00’ LT
+90.36 -L-
70
74
23.03’ RT
+15.00 -Y4-
24.26’ RT
+55.00 -Y4-
21.02’ LT
+70.00 -Y5-
55.00’ LT
+50.00 -L-
53.00’ LT
+90.36 -L-
45.00’ LT
+00.00 -L-
30.00’ LT
+67.50 -L-
59.00’ LT
52.73’ LT
65.62’ LT
72.00’ LT
73
72
71
75
74
50.00’ LT
+32.00 -L-
51.00’ LT
+75.00 -L-
55.00’ LT
+22.00 -L-
45.00’ LT
+47.00 -L-
53.00’ LT
+45.00 -L-
27.82’ LT
+15.00 -Y4-
27.00’ RT
+19.03 -Y4-
17.25’ LT
+25.00 -Y5-
26.88’ RT
+97.00 -Y5-
40.00’ LT
+03.92 -L-
45.00’ RT
+00.00 -L-
30.00’ RT
+67.50 -L-
35.00’ RT
+67.50 -L-
35.00’ RT
+00.00 -LA-
29.43’ RT
+33.74 -LA-
25.96’ RT
+50.00 -LA-
26.00’ RT
+50.00 -LA-
25.49’ RT
+84.86 -LA-
29.00’ RT
+87.00 -LA-
40.00’ RT
+87.25 -LA-
40.00’ RT
+08.90 -LA-
40.00’ RT
+52.13 -L-
40.00’ RT
+05.14 -L-
45.00’ RT
+15.00 -LA-
45.00’ RT
+00.00 -LA-
45.00’ RT
+15.00 -LA-
45.00’ RT
+75.00 -LA-
+29.00 -LA-
+72.00 -LA-
40.00’ RT
+78.95 -L-
40.00’ LT
+78.95 -L-
55.00’ RT
+10.00 -LA-
27.69 LT
+95.00 -Y4-
50.00’ LT
40.00’ LT
+30.00 -L-
38.08’ LT
53.00’ LT
+15.00 -L-
53.00’ LT
+68.37 -L-
40.00’ RT
+50.00 -L-FCCCCC
C
F
C
C
C
C
C
F
C
FFFFFFF
C
F
F
F
C
F
C
F
C
C
C
C
C
C
FFCCCFFFFFFFFFFCCF
C
F
C
CCCF
F
F
CF
C
C
FC
C
C
C
C
C
C
CC FC FC
C
C
C
PCF, SL 368POWER EASEMENT30.00’N
4
6
4
0’2
0" WS
3
8
2
0
’
1
0
" E3
2
8.
5
8
’
N 5433’06" W100.76’
N 4646’50" E86.00’
S 5934’19" E
96.48’
S 5934’19" E171.64’
S 4941’19" W
253.35’
EIP1.63’ R/W-EI
PEIP
S 4941’19" W
118.12’N 3551’41" W235.13’N 3550’06" W241.83’N 3550’06" W262.45’
S 4941’19" W
110.08’2.36’ R/W-EIPN 8528’00" W
56.91’N 3434’36" W520.14’
N
83
25
’22
" E
656
.72
’CM
5.14’S 0654’09" E180.07’S 0748’14" E99.76’F
ROM R/WCM
0.
3
0
’
N 4857’34" E
88.01’
N 4857’34" E
113.63’N
4
1
0
2
’
2
6
" W5
0.
0
0
’N 7126’58" W253.71’N 0748’14" W200.00’N
83
29
’19
" E
683
.68
’N
83
13
’30
" E91
.75
’N 5256’50" E
93.87’
S 6915’46" E
80.47’N 8202’40" W134.16’
N 4919’01" E
68.86’
N 7225’15" E
129.23’
N 7148’42" E
129.24’
N 7148’42" E
12.55’
N 7148’42" E
139.40’
CM
R
/W
-CM
1
.
6
1
’N 2935’06" W295.33’S
3
9
3
4
’
4
2
" E2
9
4.
1
8
’
N 5851’48" W310.28’
S 5851’48" E
243.94’CM
EIP
S 5949’06" E
158.36’
0.32’ EIP-R/W
S
4
7
4
2’0
5"
E
3
3
1.0
0’S 1051’26" W12.51’S
4
7
0
2’13"
E
19
9.5
0’
EXISTING R/W
EXISTING R/W
EXI
STI
NG R/WEXISTIN
G R/WEIP
0.89’ EIP-R/WACCESS EASE
MENT PCE, SL 525
DB 1845 - PG 233
DB 1669 - PG 363
HAROLD E. GESSFORD
DB 402 - PG 194
PB 8 - PG 14
JOBY LANE BEASLEY
DB 772 - PG 743
DB 454 - PG 461
PB E - PG 525
LARRY REID PARKER
DB 656 - PG 343
SANDRA BEASLEY NEAL
DB 1823 - PG 222
DARRELL BEASLEY
DB 1871 - PG 374
PB H - PG 270
JAMIE S. PARKER, SR.
DB 1000 - PG 749
DALE BEASLEY
DB 668 - PG 52
PB H - PG 270
ADRIAN S. BRIDGES
DB 1143 - PG 287
PB F - PG 368
DAVID C. CREECY
DB 1826 - PG 39
BILLY CONRAD BEASLEY
DB 844 - PG 762
JERRY M. CREEF
DB 1286 - PG 836
PB F - PG 368
ANDREW R. OTTAVIO
DB 1928 - PG 281
PB 1 - PG 97
PB F - PG 368
BILLY CONRAD BEASLEY
DB 839 - PG 104
PB 1 - PG 97
CARSON LEE BEASLEY
JAMIE SCOTT PARKER
DB 769 - PG 658
DB 647 - PG 105
N
83
29
’19
" E
683
.68
’88
82
PB 1 - PG 97
DB 1359 - PG 315
CHESTER W. SMITH, 3RD
PB 1 - PG 97
DB 1586 - PG 155
COLINGTON MOBILE HOME PARK
DB 866 - PG 816
GEORGE THOMAS BEASLEY
PB 8 - PG 14
DB 142 - PG 189
CHARLOTTE M. BEASLEY
DB 1669 - PG 363
DB 1845 - PG 233
DAVIE L. FLOYD
84
101
103
3
3.5
9’
+
2
2.3
2
32.00’
+76.99 30.00’+29.8236
.52
’+31
.23
28.95’
+65.8324.94’+38.25
33.52’
+00.84
28.89’+79.91
31.18’
+79.92
3
5.4
3’
+
4
8.6
1
KIMBERLY PAIGE MURRY
WB E - PG 353
1SFB
US
1SFD
1SFD
1SFD
1SFD
CONC
SOI
LS
S
S
HTR HTR1SFD
HTR
48" C
HL
36" WD48" CHL
1SFD
S
S
1SFD
2SFD
2S
F
D
GSOILHTR
HTR
S72" CHLCRAB
POTS
MTL
HTR
HTR
1SBKBUS
WD
PIER
WD
PIER
WD
PIER
WD
P
IER
CONC
72" WD
1SFBUS
G
S
S SOILS
OI
LS
1SM
T
LWD PIERSO
IL
MTL
SOIL
SOILC
ONC
C
O
NC
CONC
C
O
N
C
BSTS
OI
LSOILSOIL
SOIL
SOIL
SOIL
SOI
LS
OI
LBEASLEY LANE SOIL
SOI
LS
OI
LCOLI
NGTON RD
2
2.0’ BSTCOLINGTON RD 21.6’ BST
SOIL
IN CONDUIT
IN CONDUIT
I
N
C
ONDUI
T
8" UNK
8" UNK
8" UNK2"
U
N
KTT
TTTTTTTTC
C
EOI
C
CC
M
ETERPO
W
ERTEOI
MARKER
WATER
COLINGTON RDCOLINGTON RD23.8’ BST
GPS MON R5014-7
UNK SIZE/TYPE
UNK8
"
3
3.5
9’
+
2
2.3
2
32.00’
+76.99 30.00’+29.8236
.52
’+31
.23
28.95’
+65.8324.94’+38.25
33.52’
+00.84
28.89’+79.91
31.18’
+79.92
3
5.4
3’
+
4
8.6
1
FIELDDRAIN FIELDDRAIN FI
ELDDRAI
N
S
TST
ST
18" CMP+16.960 2
0 3
0 4
0 5
0 6
0
6
0 50 40 40 50 60 6
0 5
0 4
0 3
0 2
0 1
0 0
0 1
0 2
0 3
0 421’(TYP)21’
21’
(TYP)
(TYP)
2
1’
(
T
YP)
21’
(TYP)
11’11’11’11’P.S.7’R 5’
R 5’+5
7.
6
2 +92.31+82.69
+42.00P.S.7’P.S.8’
P.S.8’
7’P.S. TO 8’P.S.
TRANSITION FROM
7’P.S. TO 8’P.S.
TRANSITION FROM
7’P.S. TO 8’P.S.
TRANSITION FROM
TO 127+55 LT
-L- STA. 126+70
ROCK PLATING**
TO 143+00 LT
-L- STA. 140+00
ROCK PLATING**
8:1
8:18:18:1
8:1+
86.43
(TYP)21’0 40 30 2020100020201N C8’P.S. TO 7’P.S.
TRANSITION FROM
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/11/2017R:\Roadway\Proj\R5014_rdy_psh_12.dgntest8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
12R-5014
NAD 83/NA 2011S
EE
S
HEET 11MATCH LI
NE -L-
S
TA. 125
+
50.00
SEE SHEET 13MATCH LINE -L- STA. 142+00.00*
SEE SHEET 25 FOR -L- PROFILE
DRIVEWAY RADII ARE 10’ UNLESS OTHERWISE NOTED
SEE SHEET 2G-? FOR GEOTECHNICAL DETAILS
HORIZONTAL CURVE RADIUS.
DESIGN EXCEPTION REQUIRED FOR MINIMUM
NOTES:
**
F
F1201
1202
1203
1204
1205
1206
12" RCP-IV
DI
COLLAR
EX. 18"CMP
RETAIN 12" RCP-
I
V
1208
EST. DDE= 1CY
SLOPE= 0.2604%
SEE DETAIL D
STANDARD ’V’ DITCH
SEE DETAIL ’E’
SPECIAL LATERIAL DITCH
SEE DETAIL ’E’
SPECIAL LATERIAL DITCH
12" RCP-IV
12" RCP-IV
12" RCP-IV
1220
1221
1222
1223
1224
12" RCP-I
V
1214
1215
1216
1217
1218
1219

REMOVE EXIST. 8" HDPE
F
F
APPROX. 24’
EXIST. 3@24"RCP
COLLAR AND EXTEND
NATURAL GROUND ELEVATIONS
TIE DITCH TO
NATURAL GROUND ELEVATIONS
TIE DITCH TO
1211
1212
EXIST. 12" RCP
RETAIN
SEE DETAIL ’A’
SPECIAL CUT DITCH
SEE DETAIL ’F’
SPECIAL CUT DITCH .3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 135+50 TO STA. 137+32 RT
DETAIL A
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
Ground
Natural
3:13:1
D
( Not to Scale)
STANDARD ’V’ DITCH
FROM -L- STA. 137+32 TO STA. 137+65 RT
Min. D=Var., 0-0.5 FT
DETAIL D
Ground
Natural
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
3:1D
FROM -L- STA. 131+40 TO STA. 134+70 LT
FROM -L- STA. 127+64 TO STA. 129+10 LT
Min. D=Var., 0-1 FT
DETAIL E
Ground
Natural 3:1
Slope
Fill
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 129+30 TO STA. 135+10 RT
DETAIL F
Min. D=Var., 0-1 FT
Ground
Natural Slope
Ditch
Front
12" RCP-IV 12" RCP-IV 1225
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 127+75 TO STA. 129+00 RT
DETAIL C
Min. D=0.5 Ft.
Ground
Natural Slope
Ditch
Front
12" RCP-IV 1112
RCP-IV 12"RCP-IV
12"
SEE DETAIL ’C’
SPECIAL CUT DITCH
OF 18"CAAP.
EX. 18"CMP WITH APROX. 8.5’
COLLAR AND EXTEND
F
F
F
F
F
RCP-IV
12"
TB 2GI-D
TBJBw/MH
CONVERT to
-L-
P
T
Sta. 124
+
78.95
-L-
P
C
Sta. 12
6
+
29.10 -L- PT Sta. 140+15.58-L- PT Sta. 133+88.11-L- PC Sta. 133+95.79-L- PRC Sta. 137+08.69
-L-
PC St
a. 131+55.98-L-
PT St
a. 130+98.95-L--L-
PI Sta 128+73.26
D
L = 469.84’
T = 244.16’
R = 700.00’
PI Sta 132+79.59
D
L = 232.12’
T = 123.61’
R = 272.84’
PI Sta 135+62.16
D
L = 312.90’
T = 166.37’
R = 372.05’
PI Sta 138+87.14
D
L = 306.89’
T = 178.45’
R = 240.00’130+00135+00
140+00SE = 6%
RO = 126’
SE = 4%
SE = 6%
RO = 126’
V = 45 MPH
SE = 6%
RO = 126’
-L-
V = 30 MPH
V = 35 MPH V = 30 MPH
*
**
GREU, TL-2
GREU, TL-2GREU, TL-2
GREU, TL-2GREU, TL-3
RO = 73’
+70.00 -L-
55.00’ LT
45.00’ LT
+95.00 -L-
55.00’ LT
45.00’ LT
82
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
55.00’ RT
+65.00 -L-
52.00’ LT
+70.00 -L-
40.00’ LT
+98.95 -L-
40.00’ LT
+63.00 -L-
45.00’ LT
+25.00 -L-
45.00’ LT
+29.10 -L-
103
100
101
102
103
88
82
84
101
103
45.00’ LT
+45.00 -L-
45.00’ LT
+15.00 -L-
50.00’ LT
40.00’ LT
+71.00 -L-
54.00’ RT
+71.00 -L-
47.00’ RT
39.48’ RT
+78.00 -L-
35.00’ LT
+43.40 -L-
37.00’ RT
+44.34 -L-37.00’ RT
+15.58 -L-
35.00’ RT
+29.10 -L-
40.00’ RT
+50.00 -L-
35.00’ RT
+98.95 -L-
35.00’ RT
+55.98 -L-
35.00’ RT
+88.11 -L-
37.00’ RT
+95.79 -L-
37.00’ RT
+08.69 -L-
37.00’ RT
+83.95 -L-
37.00’ RT
+23.34 -L-
40.00’ LT
+55.98 -L-
40.00’ LT
+88.11 -L-
40.00’ LT
+95.79 -L-
40.00’ LT
+84.03 -L-
40.00’ LT
+32.41 -L-
45.00’ LT
+15.00 -L-
45.00’ LT
+75.00 -L-
40.00’ LT
+50.00 -L-
40.00’ LT
+06.55 -L-
35.00’ LT
+15.58 -L-
80.00’ RT
37.00’ RT
+65.00 -L-CFCFF
F
F
F
C
C
C
C
F
C
F
F
C
F
C
C
C
C
C
C
C CCC
C
F
C F
C
F
CCCC
FCCCFF
F
F
F
F
F
F
F
F
F
F
F
FF
FFFFFF
F
F
S
6
4
3
6’4
7" E2
2
9.5
2’
PL=WATER
’S
EDGEN 0632’28" W79.58’EIP
PL=WA
TE
R’S E
D
GE
PL=WATER’S EDGES 1604’59" W139.01’S 8213’04" W
38.70’
S 8213’04" W
71.30’
S
3
5
5
5’5
6"
E
18
0.0
0’S 1904’04" W280.00’PL=WATER’S EDGE
PL=WATER’S EDGE
PL=WATER’S EDGE
PL=WATER’S EDGEPL=WATER’S EDGE
PL=WATER’S EDGES 0748’14" E97.19’S 0748’14" E95.36’S 0548’14" E80.49’S 0549’45" E90.30’S 0548’14" E89.83’N 8345’03" E
145.49’EIP
EIPEIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
DB 647 - PG 105
JAMIE SCOTT PARKER
DB 769 - PG 658
WILLIAM RIVES POARCH
DB 1875 - PG 203
DALE BEACHAM
DB 1755 - PG 426
MAE B. LUNDEN
DB 1645 - PG 107
PB 1 - PG 97
MAE B. LUNDEN
DB 1645 - PG 107
PB 1 - PG 97
ROBERT J. LUNDEN
DB 1667 - PG 383
DB 1382 - PG 191
DEPARTMENT OF TRANSPORTATION
DB 764 - PG 156
DANA BRUCE BEASLEY
DB 968 - PG 160
WILLENE P. SIMPSON
DB 312 - PG 926
CHESTER W. SMITH, 3RD
DB 1359 - PG 315
PB 1 - PG 97
EXISTING R/W
R/W
EXISTING
37.54’
+05.41
72.26’+72.9756.87’
+16.24
42.15’
+15.91
DB 2069 - PG 95
HERMON L. BUNCH JR
74.99’ RT
+99.70 -L-
97.79’ RT
+14.06 -L-
37.46’ RT
+07.91 -L-
1SFD
1SFD
S
MTL
CONC HEAD WALL
RIP RAP
1SFBUS
2SFBUS
2SFBUS
CONC
GR
POOL CONCRIP RAP
WD BULKHEADWD PIER
CONC
RIP RAP
RIP RAPCONC
CONCRI
P RAP
MTL
MTL
HTR
SOIL
BST
CONCBSTMTL
ROUSEPOCK RD SOILBST
BST
CURB
CURB
CURB
COLINGTON RD 23.8’ BST
CURB
CURB
GPS MON R5014-4
GPS MON R5014-3
IN CONDUIT
IN CONDUIT
IN CONDUIT
8" UNK
12" UNK
12"
UNK
8" UNKTT
T
C
C
CC
MARKER
OPTIC
FIBER
MARKER
WATER
H
H
H
H
MARKER
OPTIC
FIBER
MARKER
WATER
12" DIP ATTACHED TO BRIDGE
C
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
15" RCP
COLINGTON RD 23.9’ BST
37.54’
+05.41
72.26’+72.9756.87’
+16.24
42.15’
+15.91 15" CMPFUNNEL DRAIN 24" RCPFUNNEL DRAIN
DIR. ONLY
FUNNEL
DRAINDIR
. ONLY11’11’+80.66N C0100010 221’
(TYP)P.S.7’P.S.7’11’11’P.S.7’P.S.7’0 2R 5’
TIE GR TO EXISTING STRUCTURE ANCHOR UNIT
TIE GR TO EXISTING STRUCTURE ANCHOR UNIT
ROCK PLATING -L- STA. 140+00 TO 143+00 LT**
-L- STATION 152+34.13
-L- STATION 147+22.84
TIE PAVEMENT TO EXISTING APPROACH SLAB
NOT PART OF TIP PROJECT R-5014
8:1
REMOVE EX. GR
REMOVE EX. GR
REMOVE EX. GR
REMOVE EX. GR
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/11/2017R:\Roadway\Proj\R5014_rdy_psh_13.dgntest8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
13R-5014
NAD 83/NA 2011SEE SHEET 12MATCH LINE -L- STA. 142+00.00SEE SHEET 14MATCH LINE -L- STA. 154+50.00SEE SHEET 25 AND 26 FOR -L- PROFILE
DRIVEWAY RADII ARE 10’ UNLESS OTHERWISE NOTED
SEE SHEET 2G-? FOR GEOTECHNICAL DETAILS
NOTES:**24" RCP
RETAIN EXISTING
RETAIN EXIST. 15" CMP
FUNNEL DRAIN
RETAIN & CLEAN OUT
FUNNEL DRAIN
RETAIN & CLEAN OUT
FUNNEL DRAIN
RETAIN & CLEAN OUT
-L PC Sta. 146+66.99-L-
PI Sta 151+21.17
D
L = 903.44’
T = 454.18’
R = 3,544.07’
SE = 2%
V = 80 MPH
-L-
RO = 42’145+00-L-150+00GREU, TL-3
GREU, TL-3
99
104
103
35.00’ LT
+80.98 -L-
30.00’ RT
+99.28 -L-
43.00’ RT
+49.37 -L-
30.00’ RT
+48.50 -L-
F
F
C
C
F
C
F
C
F
C
F
C
F
C
F
F
F
F
F F F F F
F
F
F
F
F
F F
F F
8:1
PC2, SL 209
UTILITY EASE
5.00’
PL=WATER’S EDGE
N 1459’59" E
34.22’
N 1459’59" E
39.92’
EIPS 1632’25" W51.43’S 1634’23" W
60.00’
0.99’ EIP-R/W
E
IPS 1632’25" W78.93’R/W-EIP
0.53’S 1711’54" W1361.96’N 1712’46" E1139.60’E
IP
S 1612’00" W156.01’1.06’ R/W-CMCM
S 7247’14" E
67.76’
S 7247’14" E
80.04’N 1712’46" E150.84’S 1612’00" W1526.47’EIP
N 1714’19" E118.64’S 7351’05" E 142.36’S 1611’15" W87.15’S 1611’15" W1296.15’EIP
N 1600’32" E1182.07’EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IST
ING
R
/W
NC DEPARTMENT OF TRANSPORTATION
DB 357 - PG 709
PB D - PG 328
WALKABOUT, LLC
DB 1781 - PG 7
ARGIE SHULTZ
DB 1221 - PG 301
PB 2 - PG 209
FAY B. MAJOR
DB 1681 - PG 193
PB 2 - PG 209
ARGIE SHULTZ
DB 958 - PG 497
PB 2 - PG 209
DB 1041 - PG 743
PB 2 - PG 209
J. FRAZIER EDWARD TTEE
DB 1790 - PG 117
J. CARL HAYES
DB 427 - PG 134
PB C - PG 7B
DARE COUNTY
DB 922 - PG 519
PB C - PG 7B
WILLENE P. SIMPSON
DB 312 - PG 926
EDGEPL=WATER’S
EDGE
PL=WATER’S
E
D
G
E
P
L
=WA
T
E
R’S
30.51’
+77.92
30.04’
+23.80
30.44’+83.5930.27’
+74.24
30.50’
+18.24
57.86’+55.38RALPH DEAN BEASLEY HEIRS
WB 14E - PG 240
DB 1964 - PG 309
WALKABOUT LLC
WB E - PG 125
DABNEY & KIM SHORT
WB E - PG 125
DABNEY & KIM SHORT
DB 1781 - PG 7
WALKABOUT, LLC
DB 2071 - PG 204
TANYA N. HILL
JASON B. HILL
CHERYL M. JEFFERS
W.E. BENNETT
25.45’ LT+82.63 -L-
48" CHL
1SFD
2SFD
S
48" CHL
48" CHL
HTR
S
3SFD
S
S
1SFD
1SFD
CONC
G
1S
FD SOIL1SFD
12
" WD
PO
S
T
SWD PIERWD PIER
WD DOCK
1SFBUS
CONC
72" WD7
2
" WD
S
CONCWD PIER
WD PIERHTR
2SBLKD
S
CONC
SOIL
SOIL
SOIL DKCONC
SOIL
SOIL
SOIL
SO
IL
SOIL
SOILSOILCOL
INGTON
RD
23
.3
’ BST
COLINGTON RD 23.9’ BST
CREEKSIDE LANE SOILWALKABOUT LANE SOILIN CONDUIT
IN CONDUIT IN
CONDU
IT
8" UNK
8
" UNK
T
T
TT
TTT
TT
TT
T
HH
C
CT
C
C
12" CMP
15" RCP
SOI
LCONCCONCGPS MON R5014-17
30.51’
+77.92
30.04’
+23.80
30.44’+83.5930.27’
+74.24
30.50’
+18.24
57.86’+55.38FIELDDRAIN FIELDDRAIN ST
ST+58.10+86.800 20 30 40 50 60 60 50 40 30 2010001N CN C0100010 20 30 40 50 621’
(TYP)
21
’(TYP
)21
’(TYP
)11’11’P.S.7’P.S.7’11’11’P.S.7’P.S.8’11’11’P.S.8’P.S.7’+98.93SAV
8:1
ROCK PLATING -L- STA. 163+08 TO 173+60 LT**
REMOVE EX. GR
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/11/2017R:\Roadway\Proj\R5014_rdy_psh_14.dgntest8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
14R-5014
NAD 83/NA 2011SEE SHEET 13MATCH LI
NE
-L- STA. 154+50.00SEE SHEET 15MATCH LINE -L- STA. 168+00.00*
SEE SHEET 26 FOR -L- PROFILE
DRIVEWAY RADII ARE 10’ UNLESS OTHERWISE NOTED
SEE SHEET 2G-? FOR GEOTECHNICAL DETAILS
HORIZONTAL CURVE RADIUS AND HORIZONTAL SSD
DESIGN EXCEPTION REQUIRED FOR MINIMUM
NOTES:
**
12" CMP
RETAIN EXIST.
EXIST. 12" CMP INVERT
TIE DITCH TO
SEE DETAIL ’G’
SPECIAL CUT DITCH
15" RCP
REMOVE EXIST.
15" RCP-IV
SEE DETAIL ’F’
SPECIAL CUT DITCH
DITCH
TIE PROP. CUT DITCH TO EXISTING
SEE DETAIL ’F’
SPECIAL CUT DITCH
GRADE TO
DRAIN
SEE DETAIL ’C’
SPECIAL CUT DITCH
12" RCP-IV
15" RCP-IV
15" RCP-IV
NATURAL GROUND ELEVATIONS
TIE DITCH TO
1401
1402
1403
1404
Flatter4:1 or
DFlatter6:1 or
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 155+57 TO STA. 156+14 RT
DETAIL G
Min. D= 0.5 Ft.
Slope
Ditch
Front
Ground
Natural
Flatter4:1 or
DFlatter3:1 or
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 161+80 TO STA. 163+61 RT
FROM -L- STA. 158+00 TO STA. 161+41 RT
DETAIL F
Min. D=Var., 0-1 FT
Slope
Ditch
Front
Ground
Natural
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 161+20 TO STA. 162+88 LT
DETAIL C
Min. D=0.5 Ft.
Ground
Natural Slope
Ditch
FrontWD PIER-L-
PC St
a. 156+04.64-L-
PT St
a. 155+70.42-L-
PC St
a. 159+00.77-L-
PT St
a.

158+45.30-L- PT Sta. 161+20.13-L- PC Sta. 167+30.60-L--L
-R = 3,544.07’
PI Sta 151+21.17
D
L = 903.44’
T = 454.18’
PI Sta 157+25.02
D
L = 240.65’
T = 120.38’
R = 3,274.04’
PI Sta 160+11.81
D
L = 219.37’
T = 111.04’
R = 572.96’155+00SE = 2%
V = 80 MPH
SE = 2%
V = 80 MPH
SE = 6%
RO = 126’
V = 40 MPH
-L-
RO = 42’RO = 42’160+00165+00PI Sta 168+56.10
D
L = 232.61’
T = 125.49’
R = 250.00’
SE = 6%
RO = 126’
V = 30 MPH*
GREU, TL-3
GREU
, TL
-3
106
107
108
110
111
112
113
114
115 116
105
109
40.00’ LT
+45.30 -L-
40.00’ LT
+00.77 -L-
40.00’ LT
+20.13 -L-
40.00’ LT
+90.00 -L-
36.00’ LT
+50.00 -L-
40.00’ LT
+00.00 -L-
35.00’ LT
+30.60 -L-
50.00’ RT
40.00’ RT
+06.00 -L-
47.00’ RT
+55.00 -L-
40.00’ RT
+30.60 -L-
30.00’ LT
+83.47 -L-
40.00’ LT
+83.30 -L-
40.00’ RT
+32.97 -L-
40.00’ RT
+64.31 -L-
40.00’ RT
+82.72 -L-
35.00’ LT
+59.79 -L-
35.00’ LT
+30.42 -L-
30.00’ LT
+31.53 -L-
40.00’ RT
+20.13 -L-
40.00’ RT
+00.77 -L-
40.00’ RT
+45.30 -L-
35.00’ LT
+00.00 -L-
NO CLAIM IS NECESSARY ON OPEN WATER
F
F
F
C
C
F
F
F
F
F
F
F
C
F
C
F
C
F F
C
F
C
C
C
C
C
C
F
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
60.00’N 0055’08" W392.08’S 1602’40" W606.98’S 3735’20" W263.89’N 18
58’5
2" W240.8
1’N 4423’29" E184.82’5.39’ R/W-EIP0.29’ EIP-R/WR/W-
EIP
1.19’
EIP
EIP
N 8323’02" E
174.77’
S
18
0
3’5
8"
E
10
2.3
5’
S 6704’54" W
158.44’
S 7043’35" W
21.92’
N 7043’35" E6.81’
3
2.4
1’S4
7
0
5’0
0"E0.06’ CM-R/W
CM
S 6704’54" W
617.21’
N 6325’15" E
179.75’
S 8806’52" E
129.65’S 2034’13" W115.72’S 7834’39" E
198.76’S 3609’51" W31.70’S 2539’27" W279.19’N 4237’35" E131.07’N 8523’35" E
158.11’S 1231’36" W141.79’S 4526’17" W176.56’1.60’ R/W-EIP0.79’ EIP-R/WEI
PEIP
EIP
S
4
7
13’0
2" E12
2.7
4’
N 6806’25" E
61.22’N 4802’07" E265.72’S 5639’47" W190.47’N 5219’25" W62.00’N 3740’34" E145.78’N 3730’04" E53.86’N 3050’50"
W
38.65’
S 6552’16" W
9.74’
N 6613’34" E
75.26’
R/W-EIP
4.14’
EIP
N 3730’04" E169.19’N 3736’45" E185.29’N 3736’45" E94.52’N 5223’15" W3.40’S 5223’15" E3.40’S 0254’56" E418.80’
EIP
0.83’ R/W-EIPN 2123’17" W100.19’N 1620’47" E864.59’0.94’ EIP-R/WEIP
EXISTING R/W
EXISTING R/W
EXIS
TI
NG R/WEXISTING R/
W
EXISTING R/
W
EXISTING R/W
DWIGHT H. WHELESS
DB 607 - PG 357
DB 322 - PG 967
GEORGE GARDNER
DB 1711 - PG 491
JIMMIE D. SUMMERELL
DB 1013 - PG 871
D. S. E. INVESTMENT, LLC
DB 1888 - PG 423
DB 1711 - PG 490
PB F - PG 300
DB 1873 - PG 77
PB G - PG 229
COLINGTON CAFE
DB 1315 - PG 360
JEFFREY D. JACOBSON
DB 848 - PG 693
STACY NEIL LANCASTER
DB 1758 - PG 44
PB G - PG 229
DOUGLAS E. STOVER
DB 2052 - PG 534
PB B - PG 70
DARE COUNTY
DB 922 - PG 519
PB C - PG 7B
N 18
58’5
2" W177.0
6’
131
132
133
119
116
12932.62’+71.8032.36’+53.1830.44’+66.88
113.02’
+11.32
31.35’
+26.4329.54’+98.7430.91’+66.0533.37’
+86.93
122
DB 78 PG 206
UNITED STATES DEPARTMENT OF INTERIOR
DB 78 - PG 206
UNITED STATES DEPARTMENT OF INTERIOR
DB 1734 - PG 2
ROBERT CRAIG WHITTEN
PB B - PG 70
DB 1207 - PG 586
BAUM BAY HARBOR CIVIC ASSOCIATION
PB F - PG 300
PB E - PG 23
DB 1794 - PG 16
ROBERT W. NUSBAUM
PB A - PG 214
PB A - PG 233
DB 1828 - PG 210
1085 COLLINGTON RD LLC
PB C - PG 7B
DB 922 - PG 519
DARE COUNTY
DANIEL P. PARSONS ETAL
DB 1923 - PG 435
DAYSPRING FARMS LLC
DAVID RANDOLPH PARSONS ETAL
DB 1734 - PG 2
ROBERT CRAIG WHITTEN
R/W-EIP
0.63’
NL
NL
1001
1SBLK
1SMTL
1S
MT
L
1SMTL
1SMTLBUS 2SFBUSS
BST
BST
S
BST
SOILSOILSOILFLAG POLE
FLAG POLE
CONC
CURB1SFBUS
RIP RAP SOILSOIL2SFD
DI 1SBKD1
SBKD2SFD
2SBKD
72" PLASTIC 24" WD POST’SBST72" PLASTIC
2SFD
1SBKD
24" WD
CONC
CONC
S 48" WW48" WW 48" WWCONC
CONC
CONC
C
ONC
CONC
CONCCONC
CONC
CONCCONCCONCCONC
CONC
SOIL
SOIL
SOIL
PIRATES MOOR DR
GPS MON R5014-18
DI
IN CONDUIT
IN CONDUIT
IN CONDUIT
I
N
C
O
N
D
UIT
8" UNK
8" UNK
8" UNK12" UNK6" U
N
K
6" UNK
6" UNK12" UNK
T
T
TTT
T
T
T
T
C
C
C
MARKER
OPTIC
FIBER
MARKER
WATER
MARKER
WATER
EOI
TT
CONC
D
I15" HDPE12" HDPE
12" HDPE
C
O
NC
19.3’ B
S
T
D
RI
V
E
B
A
U
M
B
A
Y32.62’+71.8032.36’+53.1830.44’+66.88
113.02’
+11.32
31.35’
+26.4329.54’+98.7430.91’+66.0533.37’
+86.93
FIELD
DRAIN
NL
NL
ROOTS
VISIBLE
BRICK PLANTERSIGN WITHAT BASE)(APPROX. 21’ CIR. TREELARGE OAK
BH WALLWD RAIL /
1001
PLANTERBRICKSIGN W/
11’11’16.5’16.5’+9 0 .6 3 -L- STA. 183+00.00
END GRADE / BEGIN OVERLAY
0
6
0 5
0 4
0 3
0 2
01
00
01
N
C
N
C
01
00
01
0 2
0 3
0 4
0 5
0
6
0 6 0 50 40 30 20100010 20 30 40 50 6
0 60 50 40 30 20121’(TYP)
21’
(TYP)
21’(T
YP)
21’
(TYP)P.S.7’P.S.7’+30.00
R 20’
R 30’
R 5’P.S.7’11’11’P.S.8’+
2
6.8
9
GNINEDIW L
ACIRTEMMYS ’003
SAV
EXEXEXEXROCK PLATING -L- STA. 163+08 TO 173+60 LT**+
3
4.8
3
+0
0.
0
0
P.S.7’+4
0.00DISTURB SIGN
DO NOT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
15R-5014
NAD 83/NA 2011SEE SHEET 14MATCH LINE -L- STA. 168+00.00SEE SHEET 16MATCH LI
NE
-L- STA. 183+50.00*
**
GTD = GRADE TO DRAIN
SEE SHEET 26 AND 27 FOR -L- PROFILE
DRIVEWAY RADII ARE 10’ UNLESS OTHERWISE NOTED
SEE SHEET 2G-? FOR GEOTECHNICAL DETAILS
HORIZONTAL CURVE RADIUS
DESIGN EXCEPTION REQUIRED FOR MINIMUM
NOTES:REVISIONSRIGHT OF WAY REVISION - 06/01/2018 - ADJUSTED CONSTRUCTION EASEMENT ON PARCEL 133.RIGHT OF WAY REVISION - 02/05/2018 - PLACED NOTE "DO NOT DISTURB SIGN" ON PARCEL 129. HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5/30/2018R:\Roadway\Proj\R5014_rdy_psh_15.dgnrharper8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HIST
O
RIC P
R
O
PE
RT
Y
B
O
U
N
D
A
R
Y
B
O
U
N
D
A
R
Y
P
R
O
P
E
R
T
Y
HIS
T
O
RI
C
NATURAL GROUND ELEVATIONS
TIE DITCH TO SEE DETAIL ’F’
SPECIAL CUT DITCH
SEE DETAIL ’B’
SPECIAL CUT DITCH
15" RCP-IV
15" RCP-IV
SEE DETAIL ’F’
SPECIAL CUT DITCH
NATURAL GROUND ELEVATIONS
TIE DITCH TO
1514
1
5
1
5
1512
EXIST. 15"RCP
RETAIN
EXIST. 15"RCP
RETAIN
EXIST. 15"CMP
RETAIN
DI
15" RCP-IV 15" RCP-IV
15" RCP-I
V
EXIST. 24" HDPE
REMOVE
EXIST. 12" HDPE
REMOVE
EXIST. 15" HDPE
REMOVE
EXIST. 15" CMP
REMOVE
1502
1503
1504
1505
1506
1507
1508
1509
1510
1511
1513
15" RCP-IV
GTD
15" RCP-IV
15" CMP
RETAIN
SEE DETAIL ’B’
SPECIAL CUT DITCH
15" RCP-IV
EXIST. 15" CMP
REMOVE
EXIST. 24" CMP
RETAIN
1520
1521
EXIST. 15" CMP
REMOVE
( Not to Scale)
SPECIAL CUT DITCH
3:
1 D
FROM -L- STA. 170+00 TO 175+31 RT
Min. D= 1.5 FT
DETAIL B
Ground
Natural 3:1
Slope
Fill
Flatter4:1 or
DFlatter3:1 or
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 176+75 TO STA. 178+80 RT
FROM -L- STA. 177+07 TO STA. 178+39 LT
DETAIL F
Min. D=Var., 0-1 FT
Slope
Ditch
Front
Ground
Natural
Flatter10:1 or
DFlatter10:
1 or
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 180+34 TO STA. 181+18 LT
DETAIL P
Min. D=Var., 0-0.5 FT
Slope
Ditch
Front
Ground
Natural
SEE DETAIL ’P’
DITCH
SPECIAL CUT
IRON PIPE
12" DUCTILE
RETA
IN
15" CMP
REMOVE EXIST.
RCP-IV 15"
SHEET 2-C2
SEE SPEC. DET.
DI
RETAIN
EXIST. DI
APPROX. 13’ 24"CAAP
EXIST. 24"CMP WITH
COLLAR AND EXTEND
WITH TRAFFIC BEARING JB
REMOVE AND REPLACE
WITH TRAFFIC BEARING JB
REMOVE AND REPLACE
15" RCP-IV
15" RCP-IV
V = 30 MPH*-L- PC Sta. 167+30.60-L- PT Sta. 169+63.22
-L- P
C Sta. 172+98.50
-L- PT Sta. 177+36.46
-L- PC Sta. 179+38.79
-L- PT St
a.
1
8
2
+3
7.
9
6
-L-
-L-
PI Sta 168+56.10
D
L = 232.61’
T = 125.49’
R = 250.00’
PI Sta 175+66.94
D
L = 437.96’
T = 268.44’
R = 300.00’
PI Sta 181+09.39
D
L = 299.17’
T = 170.60’
R = 249.11’170+00SE = 6%
RO = 126’
SE = 6%
RO = 126’
SE = 6%
RO = 126’
-L-175+00180+00185+00PI Sta 187+68.88
D
L = 956.57’
T = 502.13’
R = 1,273.24’
V = 55 MPH
SE = EXIST.
V = 30 MPHV = 30 MPH**
GREU, TL-3
LARGE OAK TREE
DO NOT DISTURB
116
117
118
119
120
121
122
123
124
125
126
127
128
130
131
132
133
45.00’ RT
+98.50 -L-
55.00’ RT
+50.00 -L-
50.00’ RT
+30.00 -L-
45.00’ RT
+20.00 -L-
46.00’ RT
+50.00 -L-
40.00’ RT
+80.00 -L-
35.00’ LT
+63.22 -L-
131
132
133
119
116
129
129
56.13’ RT
+78.44 -L-
70.00’ RT
+61.00 -L-
58.00’ RT
+35.00 -L-
65.00’ RT
+85.00 -L-
52.70’ RT
+05.00 -L-
122
30.00’ LT
+84.60 -L-
65.00’ RT
+22.35 -L-
35.00’ LT
+60.84 -L-
30.00’ LT
+61.70 -L-
40.00’ LT
+88.86 -L-
35.00’ LT
+86.73 -L-
40.00’ RT
+63.22 -L-
45.00’ RT
+00.00 -L-
40.00’ RT
+38.79 -L-
40.00’ RT
+25.00 -L-
40.00’ RT
+36.46 -L-
40.00’ RT
+50.00 -L-
40.00’ RT
+82.28 -L-
40.00’ LT
+98.50 -L-
43.00’ LT
+00.00 -L-
40.00’ LT
+40.00 -L-
43.00’ LT
+15.00 -L-
40.00’ LT
+95.00 -L-
35.00’ LT
+37.96 -L-
35.00’ LT
+83.00 -L-
35.00’ LT
+36.00 -L-
35.00’ LT
+38.79 -L-
43.00’ LT
40.00’ LT
+36.46 -L-
40.00’ RT
+80.00 -L-
45.00’ RT
+72.00 -L-
35.00’ RT
+74.21 -L-
NO CLAIM IS NECESSARY ON OPEN WATER
F
F
F
F
F
F
F
C
F
C
C
F
C
F
C
F
C
F
C
F F
C
F
F FFFFF
C
C
C
C
C
F
C
F F
F CFC
F
F
F
F
C
C
F
F
F F FFF
F
FF
F
FF
EXISTING R/W
E
X
IST
IN
G
R
/
W
UNITED STATES DEPARTMENT OF INTERIOR
DB 78 - PG 206
UNITED STATES DEPARTMENT OF INTERIOR
DB 78 - PG 206
24" W
D PO
ST
’S24" W
D

P
O
ST
’SB
ST
W
A
L
K 24" WD POST’S24" W
D PO
ST
’SS
S
BST WALK
BST WALK
C
O
N
C
C
O
N
C 21.3’ BSTC
O
L
IN
G
T
ON

R
D

23.8’ B
S
T
IN CONDUIT
IN CO
N
D
U
IT12" UNK
8" UNK
8" UNK
8" U
N
K UNK SIZE/TYPET
T
C
MARKER
WATEREXEXEX
EXEXNOITISNART ENAL GNITSIXE ’043 .XORPPA
E X+70.00P.S.7’P.S.7’P.S.7’10’DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/11/2017R:\Roadway\Proj\R5014_rdy_psh_16.dgntest8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
16R-5014
NAD 83/NA 2011SEE SHEET 17MATCH LINE -L- STA. 196+50.00S
EE
S
HEET
1
5MATCH LI
NE
-L-
S
TA.
1
8
3
+5
0.
0
0
SEE SHEET 27 FOR -L- PROFILE
DRIVEWAY RADII ARE 10’ UNLESS OTHERWISE NOTED
NOTES:
EXIST. 15"CMPRETAIN -L-PI Sta 187+68.88
D
L = 956.57’
T = 502.13’
R = 1,273.24’190+00V = 55 MPH
-L-
SE = EXIST.195+00-L-185+00-L- PT Sta. 192+23.32 -L- STA. 195+48.22
MULTI-USE PATH
TIE TO EXISTING
133
132
30.00’ RT
+50.00 -L-
35.00’ RT
+00.00 -L-
F
F
F
F
F
F
F
F
F F F F
F
F
F
F
F
F
FFFFFFFFFFFFFFFFFFFFF
F
F
F
FF
F
F
F
F
F
FFF
F
F
F
F
F
F F
F F F
F
F
F
F
F
F
F
F
EXISTING
R/W
EXISTING R/WEXISTING R/WEXISTING R/W (PCG, SL 311)UNITED STATES DEPARTMENT OF INTERIOR
DB 78 - PG 206
UNITED STATES DEPARTMENT OF INTERIOR
DB 78 - PG 206 60.00’EXISTING
R
/W
v
vBST
WALK
8’ C
HL
8 ’ CHLCONCCONCCONCCONC8 ’ CHL8 ’ CHLBST
CONCBERMUDA BAY BLVD. 32.2’ BSTCOLINGTON RD

23.9’ BST
CURBCURBCURBCURB
IN
CONDUIT
IN CONDUIT
8" UNK
8" UNK
8" P VC
6" P
V
C
12" UNK 12" UNKT
C
C
MARKER
OPTIC
FIBER
6" PVC AATUR6" PVC A A TU R
4" PLASTIC CONCEXEXEXEX00.53+00.53+NOITISNART ENAL GNITSIXE ’562 .XORPPA
E XE XENAL NRUT GNITSIXE ’071 .XORPPA
TURN LANEEXISTING
APPROX. 170’
’57 .XORPPA REPAT GNITSIXEP.S.7’P.S.7’DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5/30/2018R:\Roadway\Proj\R5014_rdy_psh_17.dgnrharper8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17R-5014
NAD
8
3/NA
2
0
1
1
SEE SHEET 16MATCH LINE -L- STA. 196+50.00S
E
E
S
HE
E
T
18MATCH
LI
NE -
L-
S
T
A. 2
0
9
+
5
0.0
0
SEE SHEET 27 AND 28 FOR -L- PROFILE
DRIVEWAY RADII ARE 10’ UNLESS OTHERWISE NOTED
NOTES:RIGHT OF WAY REVISION - 06/01/2018 - ADJUSTED CONSTRUCTION EASEMENT ON PARCEL 133. HISTORIC PROPERTY BOUNDARYPROPERTY BOUNDARYHISTORIC-L-
-L-
PI Sta 209+11.27
D
L = 1,022.83’
T = 568.41’
R = 941.85’
-L-200+00205+00V = 50 MPH
SE = EXIST.-L- PC Sta. 203+42.86133
132
30.00’ RT
+00.00-L-
52.00’ RT
+50.00 -L-
48.00’ RT
+00.00 -L-
F
F
F
F
F
F
FF
F
F F F F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F F
F
F F F
F
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
F
F
FF
F
F F
FF
F
F F
EIPEIPS 6125’06" W
48.16’
N 6242’51" E
49.41’S 2742’50" E97.08’EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
100.00’EXISTING R/W (PCD, SL 89)
EXISTING R/W (PCG, SL 311)
PB D - PG 89
COUNTY OF DARE
DB 1463 - PG 405
PB C - PG 93H
TOWN OF KILL DEVIL HILLS
DB 1775 - PG 353
DB 78 - PG 206
UNITED STATES DEPARTMENT OF INTERIOR
DARE COUNTY
DB 503 - PG 862
TOWN OF KILL DEVIL HILLS
DB 776 - PG 297
PB C - PG 19E
PB C - PG 93H147.47’+16.99109.33’+53.91100.00’FROM R/WCM 0.07’
FROM R/WCM 0.71’
EXISTING R/W
EXISTING R/W
CM
11.78’
12.69’
BST
BST
BST
BST
BST
BST
BST
BSTBSTBSTCONCC
O
NC
CONC
BSTCONC C&GS1SFBUS
1SFBUS
1SBKBUS96" WD96" WD
24" WD
BST
BST
BST
C
UR
B
SOIL
CONC
B
ST
W
A
LK
CONC
1SBLK
8’ CHL
8’ CHL
BST CONC
BST WALK
36" WD
36" WD
BSTBSTBSTBST
VETERANS DRIVE

48.0’ BSTTOWNHALL DR BST
CURB
CURB
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
8"
U
NK
12" UNK12" UNK12" UNK
12" UNK
12" UNK
8" PVC 8" PVC8" PVC8" PVC
8" AC
8" PVC8" PVC8" PVC8" PVC6" PVC
6" DI8" A
C
8" AC
8" AC
8" AC
8" AC
8" PVC
8" PVC
8" PVCUNK SIZE/TYPE4" PLASTIC
2" PLA
STIC
2" PLASTI
C4" PLASTIC
4" PLASTIC
12"
U
N
K 8" UNK
6" UNK
6" UNK
8" UNK
8" UNK
8" UNK
6" UNK
6" UNK
6" UNK6" UNK6" UNK6" UNK
8" UNK
HHHHTTTTTSHHHHCCCCEOI
EOI
MARKER
GAS
EOI
EOI EOI
EOI
EOI
MARKER
OPTIC
FIBER
BOX
POWER
EOIMETER
POWER
BOOSTER
SIGNAL
TELEPHONE
SIGNAL
WARNING
CROSSWALK HHHHHHMARKER
OPTIC
FIBER
EOI HHMARKER
FIBER OPTIC
METER
POWER
VALVE
RELEASE
FSS AIR
VALVE
FSST
MARKER
WATER
MARKER
OPTIC
FIBER
6" PVC AATUR4" PLASTI
C8" PVCTSHH
TSHH
TSHH
HHHHTSHH
TSHH
32.2’ BSTBERMUDA BAY BLVD.147.47’+16.99109.33’+53.91COLINGTON RD. 39.1’ BST
R 40’
R 70’R 25’EXEXEXEXEX’001 .XORPPA
REPAT GNITSIXE
’001 .XORPPA
ENAL NRUT GNITSI
XE00.57+’051 .XORPPA REPAT GNITSIXE00.05+’06 .XORPPA ENAL NRUT .XE
A
PPR
O
X. 265’ EX
IST
IN
G
LA
N
E
TR
A
N
SIT
IO
N E XENAL NRUT GNITSIXE ’071 .XORPPATURN LANEEX
I
STI
NG APPROX. 170’
PAVED SHOULDER
END PROP.
CR
CR
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
18R-5014
NAD 83/NA 2011SEE SHEET 17MATCH LINE -L- STA. 209+50.00SEE SHEET 19MATCH LINE -L- STA. 221+50.00-L- SR 1217 (COLINGTON RD.)
YEAR 2018 ADT
YEAR 2038 ADT
TRAFFIC DATA
DR.
VETERANS
-L- SR 1217 (COLINGTON RD.)
BAY BLVD.
BERMUDA YEAR 2018 ADT
YEAR 2038 ADT
TRAFFIC DATA
18100
13100
1700
1200
300
200
2000
1400
16700
12100
5600
4100
2200
1600
3400
2500
18100
13100
19300
14000
EXISTING TRAFFIC SIGNAL
SEE SHEET 28 FOR -L- PROFILE
DRIVEWAY RADII ARE 10’ UNLESS OTHERWISE NOTED
NOTES:REVISIONS RIGHT OF WAY REVISION - 06/01/2018 - ADJUSTED CONSTRUCTION EASEMENT ON PARCEL 133. HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5/30/2018R:\Roadway\Proj\R5014_rdy_psh_18.dgnrharper8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROPERTY BOUNDARYHISTORIC
HISTORIC PROPERTY BOUNDARY-L- PT Sta. 213+65.69-L
--L-
PI Sta 209+11.27
D
L = 1,022.83’
T = 568.41’
R = 941.85’210+00-L-
V = 50 MPH
SE = EXIST.215+00220+00132
52.00’ RT
+53.91 -L-
133
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F FF FF
100.00’N 6131’47" E
100.00’
N 6130’55" E
65.00’
N 6130’55" E
65.00’S 2828’19" ES 2828’19" E50.00’EIP60.00’EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/WN 2825’08" WFROM R/W
CM 0.37’
WADDINGTON CORP
DB 712 - PG 224
PB 1 - PG 126
DARE COUNTY
DB 503 - PG 862
TOWN OF KILL DEVIL HILLS
DB 776 - PG 297
PB C - PG 19E
PB C - PG 93H
UNITED STATES DEPARTMENT OF INTERIOR
DB 78 - PG 206
134
136
PB A - PG 372
DB 1744 - PG 420
MICHAEL A. MCVAUGH
PB A - PG 372
DB 282 - PG 364
JOSEPH ANDREW LIVERMAN
PB A - PG 372
DB 1599 - PG 54
LOI NGOC TRAN
135
47.55’
+72.41
48.35’
+50.24
INV.=6.40’
INV.=6.61’
JOINT POSSESSION OF THIS PROPERTY & THE TOWNOF KILL DEVIL HILLS HAVEACCORDING TO GIS RECORDS DARE COUNTY
TO R/W
EIP 0.10’
EIP
EIP TO R/W0.12’CM
CM
EXISTING R/W
EIP TO R/W0.12’vv
CONC
1SFD
2SFD
2SFD
2SFD
3SFD
3SFD
3SFD
CONC
72" WD72" WD
72" WD
36" WD
2SFBUS CONCCONCCONC
CONC
CONCCONCBST
BST
CONCS8’ WD 72" WD2SFBUSBST
BST CONC36" WD
BST
CONC POSTS
CURBCURBCURB 1SMTLBUS15" CMP15" HDPE15" CMPS 12" HDPEWD
15" HDPE15" RCP
FLAG POLE
36" WD36" WD
CARITON AVE BST
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONCMUST
AIN AVE. 19.5’ BSTPARK DRIVE 20.0’ BSTTOWNHALL RD BSTCONC CURBCURBCURB
C
URBSTATION
LIFT
IN CONDUIT IN CONDUIT
IN CONDUIT 12" UNK12" UNK12" UNK6" PVC8" PVC8" AC8" AC
8" PVC
6" PVC6" PVC2" PVC
8" PVC6" PVC6" PVC2" PVC 2" PVC2" PVC2" PVC4" PLASTIC
4" PLASTIC
8" UNK
8" UNK
8" UNK
6" UNK 6" UNK 6" UNK
8" UNK
6" UNK
6" UNK6" UNK6" UNK4" U
N
K
4" UNK
4" UNK4" UNK4" UNK6" UNK
TTTTTTTTCCCCCCW
VALVE
FSS
SIGNAL
WARNING
CROSSWALK
HHMARKER
OPTIC
FIBER
VALVE
FSS
BOX
POWER
MARKER
OPTIC
FIBER
EOI
EOICMARKER
WATER
WRIGHT AVE 19.0’ BST
15" CMP
15" CMP12" HDPEDI
DI
15" CMPEOI47.55’
+72.41
48.35’
+50.24
INV.=6.40’
15" CMP
INV.=6.61’
COLINGTON RD 38.6’ BST
11’-L- STA. 229+00.00
4’11’11’11’11’N CN CP.S.4’END OVERLAY - BEGIN GRADE
R 30’R 30’EXEXE XBEGIN C&G
EX. ISLAND
REMOVE
-L- STA. 231+94.31
TIE TO EX. SIDEWALKEXISTISLAND
REMOVE EX.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
19R-5014
NAD 83/NA 2011SEE SHEET 18MATCH LINE -L- STA. 221+50.00SEE SHEET 20MATCH LINE -L- STA. 233+50.00SIDEWALK / CONCRETE ISLAND
SEE SHEET 2B-1 FOR INTERSECTION DETAIL
SEE SHEET 28 FOR -L- PROFILE
DRIVEWAY RADII ARE 5’ UNLESS OTHERWISE NOTED
NOTES:
GTD = GRADE TO DRAINREVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5/30/2018R:\Roadway\Proj\R5014_rdy_psh_19.dgnrharper8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RIGHT OF WAY REVISION - 06/01/2018 - ADJUSTED ROW ON PARCEL 134, 135 & 140. ADJUSTED CONSTRUCTION EASEMENT ON PARCEL 134, 135 & 136HISTORIC PROPERTY BOUNDARYHISTORIC PROPERTY BOUNDARY HISTORIC PROPERTY BOUNDARY1901
1902
1905
1903
15" RCP-IV
REMOVE
15" RCP-IV
RETAIN
RETAIN
EX. 15"RCP
REMOVE
EX. 15"HDPE
REMOVE
15" RCP-IV
15"CMP
RETAIN
RETAIN
15" RCP-IV
15" RCP-IV
1906
SEE DETAIL 1D
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
( Not to Scale)
SPECIAL CUT DITCH
Flatter3:1
or D
FROM -L- STA. 229+00 TO 230+50 LT
Min. D= 0.5 Ft.
DETAIL 1D
Flatter4:1 or
Slope
Fill
Ground
Natural
.3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 231+00 TO STA. 234+60 LT
DETAIL B
Min. D=1.5 Ft.
Ground
Natural Slope
Ditch
Front
GTD
GEOTEXTILE
5 SY
1 TON
RIP RAP
CL B
SHEET 2C-2
SEE SPEC. DET.
DI
SHEET 2C-3
SPEC. DET.
CB SEE
-L-225+00230+00F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
C C
F
C
FF
F
F
F
C
132
134
135 136
47.78’ LT
+50.00 -L-48.06’ LT
+49.82 -L-
140
52.10’ RT
+92.00 -L-
134
136
135
55.00’ LT
+63.24 -L-
60.00’ LT
+72.40 -L-
70.00’ RT
+66.29 -L-
60.00’ LT
+20.12 -L-
55.00’ LT
+72.35 -L-
47.55’ LT
+72.36 -L-
50.00’100.00’50.00’N 6130’55" E
65.00’
N 6130’55" E
65.00’
N 6130’55" E
65.00’
EIP-R/W
0.49’EIPS 2828’19" EN 2828’19" WN 2828’19" WN 2828’19" W99.94’EIPS 2828’19" E100.00’S 6131’41" W
67.56’N 2828’19" W100.00’S 2754’59" E100.00’S 2754’59" E101.72’26.12’
N 6205’01" E
48.88’
EIP
R/W-EIP1.27’MON
R/W
S 2754’59" E101.82’N 6226’40" E
47.03’
N 6205’01" E
50.00’
N 6205’01" E
50.00’
N 6205’01" E
50.00’N 2752’05" W100.43’N 2757’42" W100.42’N 2754’27" W100.18’N 6205’01" E
50.00’
N 6205’01" E
50.00’
N 6205’01" E
50.00’
N 6205’01" E
50.00’S 2754’59" E100.00’100.04’R/W-EIP
2.60’S2759’52"ES 2754’59" E100.51’N 2747’34" W100.90’N 2754’59" W101.28’R/W-EIP0.44’EIP
EIP
EIP
EIP
EIPEIP 1.24’ EIP-R/W1.64’ EIP-R/W2.28’ EIP-R/W2.84’ EIP-R/W3.19’ EIP-R/WN 2825’46" W101.28’N 6205’01" E
50.00’N 6205’01" E
50.00’N 6205’01" E
50.00’N 6205’01" E
50.00’N 6205’01" E
50.00’
N 6205’01" E
50.00’
N 6205’01" E
50.00’S 2754’59" E100.00’S 2754’59" E102.48’N 2754’59" W102.87’S 2828’00" E103.26’R/W-EIP
0.24’EIP
S 2754’59" E110.00’N 6205’01" E
50.00’S 2823’44" E99.81’0.19’ EIP-R/WEIP CMMON
R/W
MON
R/W
CM
N 6140’30" E
50.22’S 2831’37" E210.00’EIPS 2834’23" E200.00’EIP
EXISTING R/W EXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/W EXISTING R/WEXISTING R/W
EIP
NATIONAL RETAIL PROPERTIES, LP
DB 1706 - PG 6
PB 1 - PG 126
OVERRUN II
DB 1860 - PG 265
PB 1 - PG 126
BRUCE MOSEBERTH
DB 1519 - PG 29
PB 1 - PG 126
ROBERT S. MILLER TRUSTEE
DB 1220 - PG 588
PB 1 - PG 126
ANN ROGERS ADAMS
DB 1730 - PG 8
PB 1 - PG 126
MICHAEL D. SMITH
DB 865 - PG 456
PB 1 - PG 126
SUE ANNE (JACKSON) HOWELL
DB 241 - PG 770
PB 1 - PG 126
RAYMOND E. SCHMIDT
DB 1491 - PG 257
PB 1 - PG 126
JOHN E. BEST
PB 1 - PG 126
RUTH M. TAYLOR
DB 1812 - PG 262
PB 1 - PG 126
LUCILLE W. LAMBERT
DB 1037 - PG 866
PB 1 - PG 126
LESLIE B. WHITE
DB 1699 - PG 53
PB 1 - PG 126
ROBERT STEVEN TERRELL TTEE
DB 1851 - PG 325
PB 1 - PG 126
SOUTHERN BANK & TRUST CO.
DB 1203 - PG 738
PB 1 - PG 126
GILBERT A. STEPPE
DB 560 - PG 101
PB 1 - PG 126
ERIC CSIZMESIA
DB 1815 - PG 61
PB 1 - PG 126
ELVIN E. WHITLEY
DB 1235 - PG 268
PB A - PG 372
BRUCE MOSEBERTH
DB 1546 - PG 478
PB 1 - PG 126
JOANNE WILLIAMS
DB 1480 - PG 320
PB A - PG 372
SVEN OLSEN
DB 1878 - PG 125
PB A - PG 372
DONALD WOODSON
DB 1820 - PG 463
PB 1 - PG 126
WILLIAM JOHN CROWLEY
DB 1806 - PG 102
PB 1 - PG 126
EIP
137
138
139
140
PB 1 - PG 126
DB 712 - PG 224
WADDINGTON CORP
PB A - PG 372
DB 1641 - PG 220
JOEY FERGUSON
PB A - PG 372
DB 1641 - PG 220
JOEY O. FERGUSON
PB A - PG 372
DB 1652 - PG 425
CHRISTOPHER ALLEN HEDGEPETH
48.72’
+80.24
52.37’
+16.35
52.37’+16.4747.64’
+68.45
51.61’
+65.89
100.00’
+57.69
75.01’
+48.79
149.68’
+52.62EIP TO R/W0.12’vvCONCBSTCONC CONCCONC C&G
CONC CONCCONCCONCBSTCONC
CONC
CONC
1SFBUS
1SFD
1SFD
2SFD
2SFD
2SFD2SFD
2SFD
1SFD 1SFD 1SFD 1SFD
2SFD
1SFDCONC CONCCONCCONCCONCCONCCONC CONCCONC36" WDCONCCONCCONC72" PVC3SFD
3SFD
AVIATION AVE BST
WRIGHT AVE BSTCONC1SFD
S
S
S2SFD 72" WDCONC
CONCCONC2SFD
48" WD1SFD
G
48" WD48" CHL
1SFD
S
POOLCONC C&G
CONC CURB CONC CURBCONC C&GCONC CURB CONC CURB CONC CURBBST
BST
BST
1SMTLBUS
CONC
GAS VENTS
S
DI 36" WD36" WDSCONC
72" WDS15" CMP
DK
CONC CONCCONC CURBBST
15" CMP 15" CMP 12" CMP
12" RCP
1SFD
CONC
CONC
CONCCONC CONC
CONCCONC
CONC
BST CONCCONCCONCCONCCONCCONC C&GCONC C&GCONC C&GCONC C&GCONC CURB SOILOCEAN BAY BLVD BSTDOT CONDUITDOT CONDUITDOT CONDUITIN CONDUIT
IN CONDUITIN CONDUIT12" UNK 12" UNK12" UNK16" UNK16" UNK16" UNK16" UNK16" UNK16" UNK8" PVC
2" PVC
2" PVC
2" PVC
6" PVC6" PVC6" PVC2" PVC 8" PVC8" PVC6" DI
6" DI 6" AC8" PVC8" PVC8" DI 8" PVC8" PVC8" AC
8" AC 8" AC 8" AC
16" DI
16" AC16" AC8" PVC8" PVC8" PVC 4" AC2" PVC
2" PVC
6" PLASTIC 6" PLASTIC
UNK SIZE/TYPE6" PLASTIC4" PLASTIC
8" UNK6" UNK
6" UNK
6" UNK
6" UNK
4" UNK
8" UNK 8" UNK8" UNKSHHHHHHHHTT TTTTTCW
WW
EOI EOI EOIEOIEOIBOXPOWERVALVE
FSS
STATION
PUMP
FSS
BOX
POWER
METER
POWERSIZE/TYPEUNKBOX
POWER
STATION
PUMP
FSS
EOI
E
OI
EOI
EOI
EOIEOI
CONDUIT EOI
TELEPHONE
WATER EOI
EOI EOI
EOI
EOI
EOI
EO
IMETER
POWER
TMARKER
OPTIC
FIBER
MARKER
OPTIC
FIBER
MARKER
WATER TC16" AC16" AC16"AC
TSHH
TSHH
TSHHHHTSHH
TSHHTSHH
TSHH
HHHHTSHH
CARITON AVE 20.0’ BST
OREGON AVE 35.0’ BST
OREGON AVE 19.0’ BST
WRIGHT AVE 20.0’ BST
AVIATION AVE 20.0’ BST
US 158 S. CROATAN HWY 71.0’ BSTUS 158 S. CROATAN HWY 60’ BSTGPS MON R5014-2
15" RCP15" CMP15" CMP15" CMP
15" CMP15" CMP
DI
DI
DI
DI
DI
15" RCP12" RCP
15" RCPDI
8" CMP
DIRECTION ONLY
DIRECTION ONLY
24" CMP
DI
20.0’ BST
CARITON AVECONDUITINCURBCONCC&GCONCCONDUIT
DOT
48.72’
+80.24
52.37’
+16.35
52.37’+16.4747.64’
+68.45
51.61’
+65.89
100.00’
+57.69
75.01’
+48.79
149.68’
+52.62
INV.=5.18’
15" CMP
11’11’END TIP PROJECT R-5014
N C11’11’11’21’
(TYP)
-L- POT STA. 240+00.00
END OVERLAY
-L- STA. 235+77.02
BEGIN OVERLAY
END GRADE -
-Y1- STA. 13+87.34
END CONSTRUCTION
-Y1- STA. 12+16.76
BEGIN CONSTRUCTION
EX. ISLAND
REMOVE
EXISTEXISTAS NEEDED
SIDEWALK
REPAIR EX.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20R-5014
NAD 83/NA 2011SEE SHEET 19MATCH LINE -L- STA. 233+50.00SIDEWALK / CONCRETE ISLAND
-Y1-
S. CROATAN HWY
US 158
630
710
630
710
OCEAN BAY BLVD.SR 1217-L-S. CROATAN HWY
US 158
-Y1-
YEAR 2018 ADT
YEAR 2038 ADTCOLINGTON RD. SR 1217-L-TRAFFIC DATA
6500
2800
3300
32800
44400
9200
30800
41500
6300
4400
12500
17600
EXISTING TRAFFIC SIGNAL
SEE SHEET 2B-1 FOR INTERSECTION DETAIL
SEE SHEET 29 FOR -Y1- PROFILE
SEE SHEET 28 AND 29 FOR -L- PROFILE
DRIVEWAY RADII ARE 5’ UNLESS OTHERWISE NOTED
NOTES:REVISIONS RIGHT OF WAY REVISION - 06/01/2018 - ADJUST CONSTRUCTION EASEMENT ON PARCELS 137, 138, 139 HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5/30/2018R:\Roadway\Proj\R5014_rdy_psh_20.dgnrharper8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
AND PIPE
RETAIN DI
2001
2003
2002
2004
2005
2007
2009
2008
15" RCP-IV 15" RCP-IV 18" RCP-IV 24" RCP-IV18" RCP-IV 15" RCP-IV 2006
SYSYTEM
RETAIN
REMOVE
REMOVE
REMOVE
REMOVE
EX. 15"RCP
REMOVE
2GI-D
2GI-D
TB
2015
2011
15" RCP-IV
RETAIN
RETAIN
RETAIN
2017
CB JB w/MH
RCP-IV
15"
30" RCP IV
18" RCP-IV

GTD
SYSYTEM
RETAIN
EXIST. JB
REMOVE
EXIST. 24" CMP
REMOVE
SEE DETAIL B
SPECIAL CUT DITCH
SHEET 2C-3
SEE SPEC. DET.
CB
GEOTEXTILE
16 SY
5 TONS
RIP RAP
CL B
GEOTEXTILE
7 SY
2 TONS
RIP RAP
CL B
SHEET 2C-2
SPEC. DET.
DI SEE
SHEET 2C-2
SPEC. DET.
DI SEE
SHEET 2C-2
SPEC. DET.
DI SEE
-Y1- POT Sta. 16+00.03
-Y1- POT Sta. 10+00.00
-L- POT Sta. 240+55.05
-L- POT Sta. 236+19.02
-Y1- POT Sta. 13+00.01 =
-L--L--Y1--Y1-235+00240+0015+00
137 138 139
140
60.00’ LT
+50.00 -L-
55.00’ LT
+24.55 -L-
140
137
138
139
240+55.05
F
C
F
C
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
-30
-10
30
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
21R-5014
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-L-
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9/11/2017R:\Roadway\Proj\R5014_rdy_pfl_21.dgntestDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEETS 4, 5 & 6 FOR -L- PLAN
SEE SHEETS 4 & 5 FOR -L- PLAN
ELEV. = 6.96’
-L- STA. 11+00.00
BEGIN 1.5" OVERLAY
38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00
-30
-10
30
52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00
22R-5014
20
0
-20
10
-30
-10
30
20
0
-20
10
-30
-10
30
20
0
-20
10
-30
-10
30
20
0
-20
10
-L-
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9/11/2017R:\Roadway\Proj\R5014_rdy_pfl_22.dgntestDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 6 FOR -L- PLAN
SEE SHEETS 6 & 7 FOR -L- PLAN
LEFT DITCH
RIGHT DITCH
UNDERCUT
V > 40 MPH
V > 40 MPH V > 40 MPH_
__
V > 40 MPH_
ELEV. = 4.12’
-L- STA. 43+10.00
BEGIN GRADE
END 1.5" OVERLAY
PI = 43+99.00
EL = 3.23’
(-)0.9966%(+)0.3000%
VC = 120’
K = 93
PI = 46+80.00
EL = 4.08’
(+)0.3000%(-)0.3589%
VC = 80’
K = 121
PI = 49+25.00
EL = 3.20’
(-)0.3589%(+)1.4844%
VC = 150’
K = 81
(+)1.4844%
PI = 52+25.00
EL = 7.65’
VC = 210’
K = 60
(-
)8.200%(+)0.1000%(+)0.3000%STA. 43+00, ELEV.=4.35’BEGIN SPECIAL CUT DITCH RTSTA. 47+36, ELEV.=1.01’END/BEGIN SPECIAL CUT DITCH RTSTA. 47+80, ELEV.=2.33’END SPECIAL CUT DITCH RTSTA. 49+55, ELEV.=2.71’BEGIN SPECIAL CUT DITCH RTSTA. 52+00, ELEV.=4.35’END/BEGIN SPECIAL CUT DITCH RTSTA. 47+27, ELEV.=1.33’END/BEGIN SPECIAL CUT DITCH LTSTA. 50+70, ELEV.=4.00’END SPECIAL CUT DITCH LTSTA. 51+17, ELEV.=5.47’BEGIN SPECIAL CUT DITCH LTSTA. 52+00, ELEV.=7.13’END/BEGIN SPECIAL CUT DITCH LTELEV.=2.10’STA. 43+50 RTELEV.=2.14’STA. 42+73 LTELEV.=1.94’STA. 48+60 LTELEV.=2.22’STA. 49+50 LTR
T(-)4
.
5
0
0
0%(-)0.2000% LT (-)0.3000% RT
(+)2.2000% LT
(+)3.0000% RT
(+)1.5000% LT
(+)0.6700% RT
(+)2.0000% LT
(+)0.6700% RTELEV.=1.83’STA. 47+50 LTSTA. 42+50, ELEV.=4.03’BEGIN CUT DITCH LTV > 40 MPH V > 40 MPH
V > 40 MPH
V > 40 MPH
V > 40 MPH
__
_
_
_
-Y1A- STA. 13+63.71
-L- STA. 64+60.08 =
PI = 52+25.00
EL = 7.65’
(-)2.0058%
VC = 210’
K = 60
PI = 53+97.00
EL = 4.20’
(-)2.0058%(-)0.3000%
VC = 134’
K = 79
PI = 56+20.00
EL = 3.53’
(-)0.3000%(+)0.3000%
VC = 120’
K = 200
PI = 59+10.00
EL = 4.40’
(+)0.3000%
(+)3.1152%
VC = 200’
K = 71
PI = 61+25.00
EL = 11.10’
(+)3.1152%(+)1.1684%
VC = 100’
K = 51
PI = 63+78.15
EL = 14.06’
(+)1.1684%(-)1.7000%
VC = 170’
K = 59
(+)1.4844%V > 40 MPH_
0.0000%(-)0.4000%(+)0.3022%(+)0.3022%
(+)4.0000%STA. 56+28, ELEV.=0.44’END SPECIAL CUT DITCH RTSTA. 56+54, ELEV.=1.16’BEGIN SPECIAL CUT DITCH RTSTA. 59+90, ELEV.=3.52’END SPECIAL CUT DITCH RTSTA. 53+93, ELEV.=1.02’END SPECIAL CUT DITCH LTELEV.=2.35’STA. 53+00 RTELEV.=1.35’STA. 54+00 RTELEV.=1.16’STA. 56+98.52 RTELEV.=1.92’STA. 59+50 RTELEV.=2.88’STA. 53+00 LT(-)2.0000% RT(-)4
.2
5
0
0% LT (-)2.0000% LT
(-)1.0000% RT
66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00
-30
-10
30
80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00
23R-5014
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-L-
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9/11/2017R:\Roadway\Proj\R5014_rdy_pfl_23.dgntestDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEETS 9 & 10 FOR -L- PLAN
SEE SHEETS 7 & 8 FOR -L- PLAN
RIGHT DITCH
UNDERCUT
V > 40 MPH V > 40 MPH
V > 40 MPH
V > 40 MPH
-Y2- STA. 11+57.81
-L- STA. 67+23.30 =
-Y3- STA. 12+78.30
-L- STA. 71+44.00 =
__
_
_
PI = 68+25.00
EL = 6.46’
(-)1.7000%(+)0.3606%
VC = 314’
K = 152
PI = 75+44.26
EL = 9.05’
(+)0.3606%(-)0.3800%
VC = 100’
K = 135
PI = 77+45.00
EL = 8.29’
(-)0.3800%(+)0.3008%
VC = 178’
K = 262
PI = 79+87.00
EL = 9.02’
(+)0.3008%
VC = 250’
K = 416
(-)0.2000%
(+)1.1000%
(+)1.3700%(-)0.0789%STA. 69+12, ELEV.=6.15’BEGIN CUT DITCH RTSTA. 69+50, ELEV.=6.18’END CUT DITCH RTSTA. 70+50, ELEV.=7.35’BEGIN SPECIAL CUT DITCH RTSTA. 71+00, ELEV.=7.25’END SPECIAL CUT DITCH RTSTA. 76+73, ELEV.=2.83’BEGIN SPECIAL CUT DITCH RTELEV.=5.25’STA. 78+50 RTV > 40 MPH
V > 40 MPH
V > 40 MPH V > 40 MPH
_
_
__
V > 40 MPH_
ELEV. = 13.37’
-L- STA. 90+00.64
APPROACH SLAB
TIE TO EX. CONC.
ELEV. = 13.30’
-L- STA. 91+89.27
APPROACH SLAB
TIE TO EX. CONC.
-Y3A- STA. 12+81.93
-L- STA. 85+03.96 =
(-)0.3000%
PI = 82+30.00
EL = 8.29’
(-)0.3000%
(-)2.4103%
VC = 99’
K = 47
PI = 85+20.00
EL = 1.30’
(-)2.4103%
(+)2.8348%
VC = 450’
K = 86
PI = 89+20.00
EL = 12.64’
(+)2.8348%(+)0.9000%
VC = 150’
K = 78
PI = 92+80.00
EL = 12.67’
(-)0.7000%
(-
)3
.3141%
VC = 135’
K = 52
PI = 79+87.00
EL = 9.02’
VC = 250’
K = 416
0.0000%(-)5.
1
0
0
0%
(-)1.5000%
(+)1.1000%STA. 80+50, ELEV.=7.45’END SPECIAL CUT DITCH RTSTA. 81+25, ELEV.=8.50’BEGIN SPECIAL CUT DITCH RTSTA. 84+76, ELEV.=0.63’END SPECIAL CUT DITCH RTELEV.=2.13’STA. 82+50 RTELEV.=0.63’STA. 83+50 RT
94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
-30
-20
-10
0
108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00
24R-5014
10
20
30
-30
-20
-10
0
10
20
30
-30
-20
-10
0
10
20
30
-30
-20
-10
0
10
20
30
-LA-
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9/11/2017R:\Roadway\Proj\R5014_rdy_pfl_24.dgntestDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEETS 10 & 11 FOR -L- PLAN
SEE SHEETS 11 FOR -L- PLAN
LEFT DITCH
RIGHT DITCH
UNDERCUT
-L--L-
V > 40 MPH V > 40 MPH V > 40 MPH V > 40 MPH____
-Y3B- STA. 12+21.27
-L- STA. 94+81.31 =
PI = 95+29.00
EL = 4.42’
(-
)3
.3141%(-)0.4348%
VC = 185’
K = 64
PI = 97+80.00
EL = 3.32’
(-)0.4348%(+)1.2287%
VC = 120’
K = 72
PI = 99+73.00
EL = 5.70’
(+)1.2287%(-)0.9441%
VC = 160’
K = 73
PI = 102+40.00
EL = 3.18’
(-)0.9441%
VC = 120’
K = 96
-Y3C- STA. 10+00.00
-L- STA. 106+69.43 =
PI = 102+40.00
EL = 3.18’
(+)0.3006%STA. 95+75, ELEV.=2.18’BEGIN SPECIAL CUT DITCH RTSTA. 97+25, ELEV.=3.31’END SPECIAL CUT DITCH RTSTA. 97+50, ELEV.=2.45’BEGIN SPECIAL CUT DITCH RTSTA. 98+10, ELEV.=0.89’END/BEGIN SPECIAL CUT DITCH RTSTA. 99+76.92, ELEV.=4.23’END/BEGIN SPECIAL CUT DITCH RTSTA. 103+85, ELEV.=0.85’END SPECIAL CUT DITCH RTSTA. 96+20, ELEV.=1.00’BEGIN SPECIAL CUT DITCH LTSTA. 99+76.92, ELEV.=2.43’END/BEGIN SPECIAL CUT DITCH LTSTA. 104+10, ELEV.=0.99’END SPECIAL CUT DITCH LTELEV.=2.31’STA. 97+00 RTELEV.=1.75’STA. 100+50 RTELEV.=0.85’STA. 102+00 RTELEV.=1.20’STA. 98+00 LTELEV.=1.95’STA. 99+50 LTELEV.=1.55’STA. 102+50 LTELEV.=1.10’STA. 103+00 LT(+)0.1000% RT
(+)0.1000% LT
4.0000% RT
RT
(-)2
.6000%
(+)2.0000% RT
(+)0.5000% LT
(+)1.8000% LT
(-)0.3300% LT
(-)0.6000% RT 0.0000% RT
(-)0.1000% LT(-)0.9000% LT
RT
(
-
)3
.4000%
V > 40 MPH
-Y4- STA. 11+74.16
-L- STA. 116+38.79 =
-Y5- STA. 12+73.67
-L- STA. 117+31.88 =
_
(+)0.7419%
PI = 122+00.00
EL = 6.35’
(+)0.7419%
VC = 250’
K = 149
(+)0.500%-L- STA. 108+99, ELEV.=1.27’18" RCP-IV(-)2.0357%
(-)0.7750%
(+)1.3379%-L- STA. 118+00, ELEV.=1.96’18" RCP-IVDRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 4.2
= 10
= 100(+)
= 25
= 2.0
= 2.3
= 2.4
= 2.4
= 0.45
Sta. 108+99
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 6.83
= 16
= 100(+)
= 25
= 3.8
= 3.3
= 4.4
= 3.4
= 1.02
Sta. 118+00
(-)0.0925%STA. 108+00, ELEV.=3.08’BEGIN SPECIAL CUT DITCH RTSTA. 108+97, ELEV.=1.23’END SPECIAL CUT DITCH RTSTA. 109+87, ELEV.=1.30’BEGIN SPECIAL CUT DITCH RTSTA. 108+25, ELEV.=2.30’W/ EARTHEN BERM LTBEGIN SPECIAL CUT DITCHSTA. 111+00, ELEV.=3.80’W/ EARTHEN BERM LTEND SPECIAL CUT DITCHSTA. 112+60, ELEV.=6.00’BEGIN SPECIAL CUT DITCH LTSTA. 116+00, ELEV.=1.59’END SPECIAL CUT DITCH LTELEV.=1.47’STA. 110+35 RTELEV.=1.67’STA. 111+00 RTELEV.=1.30’STA. 109+00 LTELEV.=1.8’
STA. 110+00 LT
ELEV.=3.15’STA. 114+00 LT(-)1.9072% RT
(-)1.3333% LT
(+)2.0000% RT(+)2.000% LT
RT
(+)0.3000%
RT
(+)0.2000%(+)0.6078% RT
(+)0.9800% LT
PI = 112+82.00
EL = 6.31’
(+)0.3006%(-)0.7555%
VC = 150’
K = 142
PI = 116+00.00
EL = 3.90’
(-)0.7555%(+)1.1557%
VC = 150’
K = 78
PI = 117+80.00
EL = 5.98’
(+)1.1557%(-)0.9705%
VC = 130’
K = 61
PI = 119+40.00
EL = 4.43’
(-)0.9705%(+)0.7419%
VC = 110’
K = 64 ELEV = 4.90’-L- STA. 120+05.14 (AH)-LA- STA. 120+03.07 (BK) = ELEV. = 5.96’-LA- STA. 111+67.50 (AH)-L- STA. 111+67.50 (BK) = V > 40 MPH_V > 40 MPH_V > 40 MPH_V > 40 MPH_-LA- STA. 112+00, ELEV.=3.67’END SPECIAL CUT DITCH RT-LA- STA. 120+00, ELEV.=4.10’END SPECIAL CUT DITCH LT-LA- STA. 117+97, ELEV.=1.93’BEGIN SPECIAL CUT DITCH LTELEV.=3.43’-LA- STA. 119+50 LT-LA- STA. 117+97, ELEV.=2.14’END/BEGIN SPECIAL CUT DITCH RT-LA- STA. 115+16, ELEV.=2.40’BEGIN SPECIAL CUT DITCH RT-LA- STA. 119+50, ELEV.=3.07’END SPECIAL CUT DITCH RT
122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00
-30
-10
30
136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00
25R-5014
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-L-
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9/11/2017R:\Roadway\Proj\R5014_rdy_pfl_25.dgntestDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEETS 11 & 12 FOR -L- PLAN
SEE SHEETS 12 & 13 FOR -L- PLAN
LEFT DITCH
RIGHT DITCH
UNDERCUT
V > 40 MPH V > 40 MPH
V > 40 MPH V > 40 MPH
V > 40 MPH
V = 40 MPH___
__
_
(-)0.9397%
PI = 123+93.00
EL = 4.54’
(-)0.9397%(-)0.3000%
VC = 130’
K = 203
PI = 126+70.00
EL = 3.71’
(-)0.3000%(+)0.3022%
VC = 150’
K = 249
PI = 128+83.00
EL = 4.35’
(+)0.3022%(-)0.3000%
VC = 275’
K = 457
PI = 132+47.00
EL = 3.26’
(-)0.3000%(+)0.3006%
VC = 230’
K = 383
PI = 135+05.00
EL = 4.03’
(+)0.3006%(-)0.3000%
VC = 150’
K = 250
PI = 122+00.00
EL = 6.35’
VC = 250’
K = 149
(-)1.3000%
(-)0.1000%
(+)0.3000%
(-)0.2582%STA. 122+50, ELEV.=3.67’BEGIN SPECIAL CUT DITCH RTSTA. 126+25, ELEV.=1.57’END SPECIAL CUT DITCH RTSTA. 127+75, ELEV.=2.16’BEGIN SPECIAL CUT DITCH RTSTA. 129+00, ELEV.=2.29’END SPECIAL CUT DITCH RTSTA. 129+30, ELEV.=1.29’BEGIN SPECIAL CUT DITCH RTSTA. 135+10, ELEV.=0.82’END SPECIAL CUT DITCH RTSTA. 135+50, ELEV.=1.56’BEGIN SPECIAL CUT DITCH RTSTA. 124+11, ELEV.=5.00’BEGIN SPECIAL CUT DITCH LTSTA. 126+72, ELEV.=0.46’END SPECIAL CUT DITCH LTSTA. 127+64, ELEV.=2.0’BEGIN SPECIAL LATERAL "V" DITCH LTSTA. 129+10, ELEV.=2.15’END SPECIAL LATERAL "V" DITCH LTSTA. 131+40, ELEV.=1.3’BEGIN SPECIAL LATERAL "V" DITCH LTSTA. 134+70, ELEV.=1.0’END SPECIAL LATERAL "V" DITCH LTELEV.=1.72’STA. 124+00 RTELEV.=0.74’STA. 134+84 RTELEV.=2.30’STA. 124+50 LTELEV.=0.46’STA. 126+50 LT(-)8.0000% LT
(+)0.0700% RT (-)0.9200% LT
(+)0.1000% LT
(+)0.1000% RT
(-)0.1000% RT
(-)0.1000% LT
0.0000% LT
V > 40 MPH V > 40 MPH
__
ELEV. = 14.39’
-L- STA. 147+22.84
APPROACH SLAB
TIE TO EX. CONC.
(+)3.0009%
(-)0.2582%STA. 137+32, ELEV.=1.09’END SPECIAL CUT DITCH RTPI = 140+10.00
EL = 2.52’
(-)0.3000%(+)0.6329%
VC = 285’
K = 306
PI = 144+12.00
EL = 5.06’
(+)0.6329%(+)3.0009%
VC = 200’
K = 84
150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00
-30
-10
30
164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00
26R-5014
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-L-
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9/11/2017R:\Roadway\Proj\R5014_rdy_pfl_26.dgntestDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEETS 13 & 14 FOR -L- PLAN
SEE SHEETS 14 & 15 FOR -L- PLAN
LEFT DITCH
RIGHT DITCH
UNDERCUT
-20
-10
V > 40 MPH
V > 40 MPH
V > 40 MPH V > 40 MPH
_
_
__
ELEV. = 13.57’
-L- STA. 152+34.13
APPROACH SLAB
TIE TO EX. CONC.
(-)0.7319%
(-)2
.7000%
PI = 152+90.00
EL = 12.06’
(
-
)3
.5342%
VC = 80’
K = 96
PI = 154+58.00
EL = 6.12’
(
-
)3
.5342%
(-)0.7632%
VC = 190’
K = 69
PI = 159+75.00
EL = 2.18’
(-)0.7632%(+)1.3894%
VC = 250’
K = 116
PI = 161+88.00
EL = 5.14’
(+)1.3894%(-)0.7319%
VC = 125’
K = 59
(+)0.1000%
(+)0.1000%STA. 155+57, ELEV.=2.60’BEGIN SPECIAL CUT DITCH RTSTA. 156+14, ELEV.=2.66’END SPECIAL CUT DITCH RTSTA. 158+00, ELEV.=0.86’BEGIN SPECIAL CUT DITCH RTSTA. 161+41, ELEV.=1.20’END SPECIAL CUT DITCH RTSTA. 161+80, ELEV.=2.19’BEGIN SPECIAL CUT DITCH RTSTA. 163+61, ELEV.=2.01’END SPECIAL CUT DITCH RTSTA. 161+20, ELEV.=2.17’BEGIN SPECIAL CUT DITCH LTSTA. 162+88, ELEV.=2.00’END SPECIAL CUT DITCH LT(-) 0.1000% LT (-)0.1000% RT
V > 40 MPH_
PI = 164+50.00
EL = 3.22’
VC = 238’
K = 213
V > 40 MPH V > 40 MPH
V > 40 MPH
V > 40 MPH
__
_
_
PI = 164+50.00
EL = 3.22’
(-)0.7319%(+)0.3854%
VC = 238’
K = 213
PI = 167+50.00
EL = 4.38’
(+)0.3854%(-)0.4918%
VC = 95’
K = 109
PI = 169+05.00
EL = 3.61’
(-)0.4918%(+)0.3000%
VC = 200’
K = 253
PI = 177+50.00
EL = 6.15’
(+)0.3000%(+)1.2959%
VC = 150’
K = 151
(+)0.4141%(-)0.3000%
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2.5
= 12.7
= 50(+/-)
= 25
= 11.8
= 2.3
= 13.9
= 2.8
= 2.2
Sta. 172+85
STA. 170+00, ELEV.=0.46’BEGIN SPECIAL CUT DITCH RTSTA. 175+31, ELEV.=1.04’END SPECIAL CUT DITCH RTSTA. 176+75, ELEV.=3.00’
BEGIN SPECIAL CUT DITCH RT
STA. 177+07, ELEV.=4.00’
BEGIN SPECIAL CUT DITCH LT
ELEV.=0.1’STA. 173+04 RTELEV.=3.09’STA. 177+60 RT(+)0.1000% RT RT(+)2.8900%
(+)1.0455% LT
(+)1.0455% LT
-L- STA. 172+85, ELEV.=-0.55’
EXTENDING EXIST. 24" CMP 13LF W/ 24" CMP
178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00
-30
-10
30
192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00
27R-5014
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-L-
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9/11/2017R:\Roadway\Proj\R5014_rdy_pfl_27.dgntestDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEETS 16 & 17 FOR -L- PLAN
SEE SHEETS 15 & 16 FOR -L- PLAN
LEFT DITCH
RIGHT DITCH
V > 40 MPH
V > 55 MPH
_
_
ELEV. = 8.50’
-L- STA. 183+00.00
BEGIN 1.5" OVERLAY
END GRADE
(+)1.2959%
PI = 179+55.00
EL = 8.81’
(+)1.2959%(-)0.6025%
VC = 110’
K = 58
PI = 181+04.00
EL = 7.91’
VC = 120’
K = 133
(+)0.3022%
(-)0.1000%
(-)0.6025%(+)0.3022%STA. 178+80, ELEV.=6.55’END SPECIAL CUT DITCH RTSTA. 178+39, ELEV.=5.38’END SPECIAL CUT DITCH LTSTA. 180+34, ELEV.=5.98’BEGIN SPECIAL CUT DITCH LTSTA. 181+18, ELEV.=5.90’END SPECIAL CUT DITCH LTRT(+)2.8900%RT(+)2.8900%
(+)1.0455% LT
V > 40 MPH_
PI = 177+50.00
EL = 6.15’
VC = 150’
K = 151
206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00
-30
-10
30
220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00
28R-5014
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-L-
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9/11/2017R:\Roadway\Proj\R5014_rdy_pfl_28.dgntestDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEETS 17 & 18 FOR -L- PLAN
SEE SHEETS 18, 19 & 20 FOR -L- PLAN
LEFT DITCH
RIGHT DITCH
V > 50 MPH_
ELEV. = 9.37’
-L- STA. 229+00.00
BEGIN GRADE
END 1.5" OVERLAY
PI = 230+81.00
EL = 9.92’
(+)0.3022%(-)0.3000%
VC = 310’
K = 515
(-)0.8500%
(-)0.3043%STA. 229+00, ELEV.=8.00’BEGIN SPECIAL CUT DITCH LTSTA. 231+00, ELEV.=6.85’END/BEGIN SPECIAL CUT DITCH LTELEV.=7.15’STA. 230+00 LT
234+00 235+00 236+00 237+00 238+00 239+00 240+00
-30
-10
30
29R-5014
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
10+00 11+00 12+00 13+00 14+00 15+00 16+00
-Y1-
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9/11/2017R:\Roadway\Proj\R5014_rdy_pfl_29.dgntestDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEETS 20 FOR -L- PLAN
SEE SHEETS 20 FOR -Y1- PLAN
LEFT DITCH
V > 50 MPH
-Y1- STA. 13+00.01
-L- STA. 236+19.02 =
_
ELEV. = 9.44’
-L- STA. 235+77.02
BEGIN 1.5" OVERLAY
END GRADE
ELEV. = 7.72’
-L- STA. 240+00.00
END OVERLAY
ELEV. = 9.46’
-L- STA. 236+49.02
PI = 234+50.00
EL = 8.81’
(-)0.3000%(+)0.4960%
VC = 100’
K = 126
(-)0.3043%STA. 234+60, ELEV.=5.75’END SPECIAL CUT DITCH LT-Y1- STA. 13+00.01
-L- STA. 236+19.02 =
ELEV. = 10.24’
-Y1- STA. 12+16.76
BEGIN 1.5" OVERLAY
ELEV. = 10.13’
-Y1- STA. 13+87.34
END 1.5" OVERLAY
10+00 11+00
-30
-10
30
30R-5014
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
10+00 11+00 12+00
10+00 11+00
-Y3-
-Y5-
-Y2-
-Y4-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9/11/2017R:\Roadway\Proj\R5014_rdy_pfl_30.dgntestDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
10+00 11+00 12+00
SEE SHEET 8 FOR -Y2- AND -Y3- PLAN
SEE SHEET 11 FOR -Y4- AND -Y5- PLAN
K = 17
V = 20 MPH
VC = 51’
K = 12
V = 25 MPH
ELEV. = 9.70’
-L- STA. 67+23.30, (23.5’ RT)
-Y2- STA. 11+34.31 =
END GRADE
ELEV. = 8.13’
-Y2- STA. 10+15.00
BEGIN GRADE
VC = 62’
PI = 10+52.00
EL = 8.02’
(-)0.3000%
PI = 11+08.60
EL = 9.96’
(+)3.4242%
(-)1.0000%
V = 30 MPH
ELEV. = 9.77’
-Y3- STA. 11+00.00
BEGIN GRADE
ELEV. = 8.68’
-L- STA. 71+40.38, (18’ RT)
-Y3- STA. 12+59.93 =
END GRADE
PI = 11+53.00
EL = 10.72’
(+)1.7949%(-)1.9090%
VC = 90’
K = 24
V = 35 MPH
ELEV. = 5.63’
-Y4- STA. 10+15.00
BEGIN GRADE
ELEV. = 5.51’
-LA- STA. 116+38.08, (18’ RT)
-Y4- STA. 11+56.10 =
END GRADE
PI = 11+25.00
EL = 5.98’
VC = 55
K = 30
(+)0.3171%(-)1.5074%
V = 30 MPH V = 30 MPH
ELEV. = 3.65’
-Y5- STA. 10+70.00
BEGIN GRADE
PI = 11+20.00
EL = 4.07’
VC = 90’
K = 37
PI = 12+10.00
EL = 7.03’
VC = 90’
K = 20
(+)0.8500%
(+)3.2794%(-)1.1248%
ELEV. = 6.52’
-LA- STA. 117+36.56, (18’ RT)
-Y5- STA. 12+55.03 =
END GRADE
10+00 11+00
-30
-10
30
31R-5014
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
-30
-10
30
-20
0
10
20
10+00 11+00 12+00
10+00 11+00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9/11/2017R:\Roadway\Proj\R5014_rdy_pfl_31.dgntestDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-Y1A--Y3A-
-Y3B-
12+00
12+00 13+00
10+00 11+00 12+00
-Y3C-
SEE SHEET 9 FOR -Y3A-
SEE SHEET 7 FOR -Y1A-
SEE SHEET 10 FOR -Y3B- AND -Y3C- PLAN
RIGHT DITCH
ELEV. = 5.05’
-Y1A- STA. 11+70.00
BEGIN GRADE
ELEV. = 13.22’
-L- STA. 64+64.36, (23.5’ RT)
-Y1A- STA. 13+39.82 =
END GRADE
(+)0.8919%
(+)6.9908%
(+)2.0000%V = 20 MPH
K = 17
VC = 104’
EL = 5.53’
PI = 12+23.60
V = 15 MPH
K = 3
VC = 15’
EL = 13.05’
PI = 13+31.17
2.6800%5.1800%
7.5333%ELEV.=5.78’STA. 12+50ELEV.=8.37’STA. 13+00STA. 12+00, ELEV.=4.44’BEGIN SPECIAL CUT DITCH RTSTA. 13+15, ELEV.=9.50’END SPECIAL CUT DITCH RTPI = 12+05.00
EL = 2.97’
PI = 12+56.00
EL = 5.38’
VC = 12’
K = 2K = 21
V = 20 MPH V = 15 MPH
ELEV. = 5.31’
-L- STA. 85+07.32, (18’ RT)
-Y3A- STA. 12+63.62 =
END GRADE
ELEV. = 2.74’
-Y3A- STA. 11+60.00
BEGIN GRADE
(+)0.5059%
(+)4.7255%(-)0.8793%
VC = 90’
(+)1.5084%
ELEV. = 6.69’
-L- STA. 94+81.25, (18’ RT)
-Y3B- STA. 12+03.27 =
END GRADE
ELEV. = 6.52’
-Y3B- STA. 11+92.00
BEGIN GRADE
PI = 10+32.00
PI = 10+77.00
EL = 3.86’K = 15
V = 25 MPH
VC = 25’
K = 17
V = 20 MPH
VC = 40’
ELEV. = 5.18’
-L- STA. 106+68.53, (18’ LT)
-Y3C- STA. 10+18.02 =
BEGIN GRADE
ELEV. = 3.79’
-Y3C- STA. 11+00.00
END GRADE
EL = 5.04’
(-)1.0000%(-)2
.6293%
(-)0.3000%