HomeMy WebLinkAbout20190585 Ver 2_B-4593 Nationwide CAMA Pamlico May 2 2019_20230203Pre-Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
September 29, 2018 Ver 3
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right-click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edocs.deq.nc.gov/WaterResources/0/edoc/624704/PCN%20Help%20File%202018-1-30.pdf
County (or Counties) where the project is located:*
Is this project a public transportation project?*
Is this a NCDOT Project?*
(NCDOT only) T.I.P. or state project number:
WBS #*
1a. Type(s) of approval sought from the Corps:*
1b. What type(s) of permit(s) do you wish to seek authorization?*
This form may be used to initiate the standard/individual permit process with the Corps. Please contact your Corps representative concerning submittals for standard permits. All required items that
are not provided in the E-PCN can be added to the miscellaneous upload area located at the bottom of this form.
1c. Has the NWP or GP number been verified by the Corps?*
Nationwide Permit (NWP) Number:
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:*
1e. Is this notification solely for the record because written approval is not required?
*
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after-the-fact permit application?*
A. Processing Information
Pamlico
Yes No
This is any publicly funded by municipal,state or federal funds road, rail, airport transportation project.
Yes No
B-4593
42328.1.2
(for NCDOT use only)
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
Yes No
03 - Maintenance
12 - Utility Lines
List all NW numbers you are applying for not on the drop down list.
check all that apply
401 Water Quality Certification - Regular 401 Water Quality Certification - Express
Non-404 Jurisdictional General Permit Riparian Buffer Authorization
Individual Permit
Yes No
Yes No
CAMA MP-5 updated on 6/7/19
1g. Is payme nt into a mitigation bank or in-lie u fe e program propose d for mitigation of impacts?
Acce ptance Le tte r Attachme nt
1h. Is the proje ct locate d in any of NC's twe nty coastal countie s?*
1i. Is the proje ct locate d within a NC DCM Are a of Env ironme ntal Conce rn (AEC)?*
1j. Is the proje ct locate d in a de signate d trout wate rshe d?*
Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx
1a. Who is the Primary Contact?*
1b. Primary Contact Email:*
1c. Primary Contact Phone :*
1d. Who is applying for the pe rmit?*
1e . Is the re an Age nt/Consultant for this proje ct?*
2. Owner Information
1a. Name of proje ct:*
1b. Subdiv ision name :
1c. Ne arest municipality / town:*
Yes No
If so, attach the acceptance letter from mitigation bank or in-lieu fee program.
Yes No
Click the upload button or drag and drop files here to attach document
FILE TYPE MUST BE PDF
Yes No
Yes No Unknown
Yes No
B. Applicant Information
Gordon Cashin
gcashin@ncdot.gov
(xxx)xxx-xxxx
(919)707-6107
Owner Applicant (other than owner)
(Check all that apply)
Yes No
2a. Name (s) on re corde d de e d:*
2b. De e d book and page no.:
2c. Re sponsible party:
2d. Addre ss *
2e . Te le phone Numbe r:*
2f. Fax Numbe r:
2g. Email Addre ss:*
Multiple property owners
(for Corporations)
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27612
Country
USA
Street Address
1000 Birch Ridge Dr.
Address Line 2
(xxx)xxx-xxxx
(919)707-6107
(xxx)xxx-xxxx
gcashin@ncdot.gov
C. Project Information and Prior Project Hi story
1. Project Information
B-4593 Bridge No. 38 on NC Highway 55 over Trent Creek (Central)
(if appropriate)
2a. Property Ide ntification Numbe r:2b. Prope rty size :
2c. Proje ct Addre ss
2d. Site coordinate s in de cimal de grees
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey-grade GPS device) after the decimal place as appropriate, based on how the location was
determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.)
Latitude:*Longitude:*
3. Surface Waters
3a. Name of the ne are st body of wate r to propose d project:*
3b. Wate r Re source s Classification of ne are st re ce iving wate r:*
Surface Water Lookup
3c. What riv e r basin(s) is your proje ct locate d in?*
3d. Ple ase prov ide the 12-digit HUC in which the project is locate d.*
River Bas in Lookup
4. Project Description and History
4a. De scribe the e xisting conditions on the site and the ge ne ral land use in the v icinity of the proje ct at the time of this application:*
4b. Hav e Corps pe rmits or DWR ce rtifications be e n obtaine d for this proje ct (including all prior phase s) in the past?*
4d. Attach an 8 1/2 X 11 e xce rpt from the most re ce nt v e rsion of the USGS topographic map indicating the location of the proje ct site . (for DWR)
4e . Attach an 8 1/2 X 11 e xce rpt from the most re ce nt v e rsion of the publishe d County NRCS Soil Surve y map de picting the proje ct site . (for DWR)
4f. List the total e stimate d acre age of all e xisting we tlands on the prope rty:
4g. List the total e stimate d line ar feet of all e xisting stre ams on the prope rty:
4h. Explain the purpose of the proposed proje ct:*
4i. Describe the ov e rall proje ct in detail, including indire ct impacts and the type of e quipme nt to be use d:*
4j. Ple ase upload proje ct drawings for the propose d proje ct.
Merrit
2. Project Identification
(tax PIN or parcel ID)(in acres)
City State / Province / Region
Postal / Zip Code Country
Street Address
Address Line 2
35.104395
ex: 34.208504
-76.718223
-77.796371
Trent Creek
SC; Sw; NSW
Neuse
030202040802
Land use in the project area consists of agriculture, residential development along roadways,and forestland along stream corridors. Topography in the vicinity is predominately flat with
gentle slopes descending into a wide floodplain along the stream. Elevations in the study area range from sea level to approximately eight feet above sea level.
Yes No Unknown
Click the upload button or drag and drop files here to attach document
File type must be pdf
Click the upload button or drag and drop files here to attach document
File type must be pdf
6.46
(intermittent and perennial)
300
The purpose is to replace the deficient bridge No. 38 on NC Highway 55 over Trent Creek. The existing Bridge 38 has a sufficiency rating of 37.89 out of a possible 100.
The existing bridge will be replaced with a longer bridge (160 feet vs. 145 feet) providing a minimum of 32-foot five-inch clear deck width. The bridge will include two 12-foot lanes with
four foot offsets on each side. A temporary on-site detour, on the south side, will be utilized to maintain traffic during construction. Standard road building equipment will be used.
5. Jurisdictional Determinations
5a. Hav e the we tlands or stre ams be e n de line ate d on the prope rty or propose d impact are as?*
Comme nts:
5b. If the Corps made a jurisdictional de termination, what type of dete rmination was made ?*
Corps AID Numbe r:
5c. If 5a is ye s, who de line ate d the jurisdictional are as?
Name (if known):
Age ncy/Consultant Company:
Othe r:
5d1. Jurisdictional de te rmination upload
6. Future Project Plans
6a. Is this a phase d proje ct?*
Are any othe r NWP(s), re gional ge ne ral pe rmit(s), or indiv idual pe rmits(s) use d, or inte nde d to be use d, to authorize any part of the propose d proje ct or relate d activ ity? This
include s othe r se parate and distant crossing for linear proje cts that re quire De partment of the Army authorization but don’t re quire pre -construction notification.
1. Impacts Summary
1a. Whe re are the impacts associate d with your proje ct? (che ck all that apply):
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
"W." will be use d in the table be low to re pre se nt the word "we tland".
2a. Site #*(?)2a1 Re ason *(?)2b. Impact type *(?)2c. Type of W.*2d. W. name *2e . Fore ste d *2f. Type of
Jurisdicition *(?)
2g. Impact
are a *
2g. Total Te mporary We tland Impact
2g. Total Pe rmane nt We tland Impact
2g. Total We tland Impact
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B4593 Buffer Drawings.pdf 1.48MB
B4593 Permit Drawings.pdf 5.52MB
B4593 Roadway Plans.pdf 4.04MB
B4593 Utility Buffer Drawings.pdf 1.36MB
B4593 Utility Permit Drawings.pdf 1.67MB
File type must be pdf
Yes No Unknown
Preliminary Approved Not Verified Unknown N/A
Example: SAW-2017-99999
Lane Sauls
Ecological Engineering
Click the upload button or drag and drop files here to attach document
File type must be PDF
Yes No
D. Proposed Impacts Inventory
Wetlands Streams-tributaries Buffers
Open Waters Pond Construction
1 Roadway fill slope P Salt/Brackish Marsh WA & WB No Both 0.090
(acres)
1 Detour fill slope T Salt/Brackish Marsh WB No Both 0.150
(acres)
U2 Poles, guy wire, water
main
P Salt/Brackish Marsh WA & WB No Both 0.010
(acres)
U3 Water main P Salt/Brackish Marsh WA & WB No Both 0.010
(acres)
0.150
0.110
0.260
2h. Comme nts:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted.
"S." will be used in the table below to represent the word "stream".
3a. Re ason for impact *(?)3b.Impact type *3c. Type of impact *3d. S. name *3e . Stre am Type *
(?)
3f. Type of
Jurisdiction *
3g. S. width *3h. Impact
le ngth *
S1
** All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square fe e t:
3i. Total pe rmane nt stre am impacts:
3i. Total te mporary stream impacts:
3i. Total stre am and ditch impacts:
3j. Comme nts:
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water
impacts below.
4a. Site #*(?)4a1. Impact Re ason 4b. Impact type *(?)4c. Name of wate rbody (?)4d. Activ ity type *4e . Wate rbody type *4f. Impact
are a *
4g. Total te mporary ope n wate r Impacts:
4g. Total pe rmane nt open wate r impacts:
4g. Total ope n wate r impacts:
4h. Comme nts:
6. Buffer Impacts (for DWR)
If project will impact a protected riparian buffer, then complete the chart below. Individually list all buffer impacts below.
6a. Proje ct is in which prote ct basin(s)?*
6b. Impact Type *(?)6c. Per or Te mp *(?)6d. Stre am name *6e . Buffe r mitigation re quire d?*6f. Zone 1 impact *6g. Zone 2 impact *
There will be 0.32 acre of hand clearing due to bridge construction and 0.65 of hand clearing due to utility relocations. Additionally there will be 0.09
acre of temporary fill in wetlands in hand clearing areas for erosion control measures.
rip rap Permanent Fill Trent Creek Perennial Both 100
Average (feet)
8
(linear feet)
0
8
0
8
1 rip rap P Trent Creek Bridge Tributary 0.01
(acres)
0.00
0.01
0.01
There will also be >0.01 ac of permanent surface water impacts due to bents.
Check all that apply.
Neuse Tar-Pamlico
Catawba Randleman
Goose Creek Jordan Lake
Other
Site 1 Bridge P Trent Creek No 425
(square feet)
373
(square feet)
Site 1 Detour Bridge T Trent Creek No 1,371
(square feet)
880
(square feet)
Site 1 Utilities P Trent Creek No 2,092
(square feet)
1,392
(square feet)
6h. Total buffer impacts:
Zone 1 Zone 2
Total Te mporary impacts:
Zone 1 Zone 2
Total Pe rmane nt impacts:
Zone 1 Zone 2
Total combine d buffe r impacts:
6i. Comme nts:
Supporting Docume ntation - i.e . Impact M aps, Plan She e t, e tc.
1. Avoidance and Minimization
1a. Spe cifically de scribe me asure s take n to av oid or minimize the propose d impacts in de signing the proje ct:*
1b. Spe cifically de scribe me asure s take n to av oid or minimize the propose d impacts through construction te chnique s:*
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Doe s the proje ct re quire Compe nsatory M itigation for impacts to Wate rs of the U.S. or Waters of the State ?
2c. If ye s, mitigation is re quire d by (check all that apply):
2d. If ye s, which mitigation option(s) will be use d for this proje ct?
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website.
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a pe rmitte e responsible mitigation plan, provide a de scription of the propose d mitigation plan including mitigation credits ge ne rate d.
5b. M itigation Plan Upload
*** Recent changes to the stormwater rules have required updates to this section .***
1. Diffuse Flow Plan
1a. Doe s the proje ct include or is it adjace nt to protecte d riparian buffe rs ide ntifie d within one of the NC Riparian Buffe r Prote ction Rule s?
1b. All buffe r impacts and high ground impacts re quire diffuse flow or othe r form of stormwate r tre atme nt. If the proje ct is subject to a state imple me nte d riparian buffe r prote ction
program, include a plan that fully docume nts how diffuse flow will be maintaine d.
All Stormwate r Control M e asure s (SCM )s must be de signe d in accordance with the NC Stormwate r De sign M anual. Associate d supple me nt forms and othe r docume ntation shall be
prov ide d.
1,371.00 880.00
2,517.00 1,765.00
3,888.00 2,645.00
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File must be PDF
E. Impact Justification and Mitigation
Bridge No. 38 will be replaced on the existing alignment with a longer bridge. The proposed roadway fill slopes are 2:1.There are no deck drains over
Trent Creek. There are two proposed outlets on the beginning and end of the bridge left side to allow proper drainage for the bridge and minimize
disturbance in the surrounding wetlands. Rip Rap outlet pads will be utilized to dissipate the flow and minimize erosion. All piping outlets beyond buffer
zones. Rip rap toe protection has been added to stabilize fill slopes as needed.The detour has been redesigned using 2:1 fill slopes as well as a sheet
pile retaining wall in order to minimize wetland impacts.
Best Management Practices for Construction and Maintenance Activities will apply. Fill material for the temporary detour will be removed to wetland
grade and replanted.
Yes No
DWR Corps
Mitigation bank Payment to in-lieu fee
program
Permittee Responsible
Mitigation
See attached B-4593 Lengyel Mitigation Site Debit Ledger
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B-4593_Lengyel Mitigation Site Debit.pdf 153.32KB
File type must be pdf
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
Yes No
What type of SCM are you prov iding?
For a list of options to meet the diffuse flow requirements, click here.
Diffuse Flow Docume ntation
2. Stormw ater Management Plan
2a. Is this a NCDOT proje ct subje ct to compliance with NCDOT’s Indiv idual NPDES pe rmit NCS000250?*
Comme nts:
1. Environmental Documentation
1a. Doe s the proje ct inv olv e an e xpe nditure of public (fe de ral/state /local) funds or the use of public (fe de ral/state ) land?*
1b. If you answe re d “ye s” to the abov e , doe s the proje ct re quire pre paration of an e nv ironme ntal docume nt pursuant to the re quire me nts of the National or State (North Carolina)
Env ironme ntal Policy Act (NEPA/SEPA)?*
1c. If you answe re d “ye s” to the abov e , has the docume nt re v ie w be e n finalize d by the State Cle aring House ? (If so, attach a copy of the NEPA or SEPA final approv al le tte r.)*
NEPA or SEPA Final Approv al Le tte r
2. Violations (DWR Requirement)
2a. Is the site in v iolation of DWR Wate r Quality Ce rtification Rule s (15A NCAC 2H .0500), Isolate d We tland Rule s (15A NCAC 2H .1300), or DWR Surface Wate r or We tland Standards or
Riparian Buffe r Rule s (15A NCAC 2B .0200)?*
3. Cumulative Impacts (DWR Requirement)
3a. Will this proje ct (base d on past and re asonably anticipate d future impacts) re sult in additional de v e lopme nt, which could impact ne arby downstre am water quality?*
3b. If you answe re d “no,” prov ide a short narrativ e description.
4. Sew age Disposal (DWR Requirement)
4a. Is sewage disposal re quire d by DWR for this proje ct?*
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this proje ct occur in or ne ar an are a with fe de rally prote cte d spe cie s or habitat?*
5b. Hav e you che cke d with the USFWS conce rning Endange re d Specie s Act impacts?*
5c. If ye s, indicate the USFWS Fie ld Office you hav e contacte d.
5d. Is anothe r Fe de ral age ncy inv olved?*
What Federal Age ncy is inv olv e d?
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Other SCM that removes minimum 30% nitrogen
Proposed project will not create concentrated stormwater flow through the buffer
(check all that apply)
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File type must be PDF
Yes No
G. Supplementary Information
Yes No
Yes No
Yes No
Click the upload button or drag and drop files here to attach document
FILE TYPE MUST BE PDF
Yes No
Yes No
The proposed project is the replacement of an existing bridge.
Yes No N/A
Yes No
Yes No
Raleigh
Yes No Unknown
National Marine Fisheries Service
5e . Is this a DOT proje ct locate d within Div ision's 1-8?*
5j. What data source s did you use to de te rmine whe the r your site would impact Endange re d Spe cie s or De signate d Critical Habitat?*
Consultation Docume ntation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this proje ct occur in or ne ar an are a de signate d as an Esse ntial Fish Habitat?*
6b. What data source s did you use to de te rmine whe the r your site would impact an Esse ntial Fish Habitat?*
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/
7a. Will this proje ct occur in or ne ar an are a that the state , fe de ral or tribal gov ernments hav e de signate d as hav ing historic or cultural pre se rv ation status (e .g., National Historic
Trust de signation or propertie s significant in North Carolina history and archae ology)?*
7b. What data source s did you use to de te rmine whe the r your site would impact historic or arche ological re source s?*
7c. Historic or Pre historic Information Upload
8. Flood Zone Designation (Corps Requirement)
Link to the FEM A Floodplain M aps: https://msc.fema.gov/portal/search
8a. Will this proje ct occur in a FEM A-de signate d 100-ye ar floodplain?*
8b. If ye s, e xplain how proje ct me e ts FEM A re quire me nts:
8c. What source (s) did you use to make the floodplain de te rmination?*
Comme nts
M isce llane ous attachments not previously re que ste d.
*
I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a “transaction” subject to Chapter 66, Article 40 of the NC General Statutes (the “Uniform Electronic Transactions Act”);
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the “Uniform Electronic Transactions Act”);
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name :*
Signature
Yes No
FWS website, County lists, coordination with NMFS.
Click the upload button or drag and drop files here to attach document
File type must be PDF
Yes No
NOAA website
Yes No
Map review, file search, and fieldwork associated with NEPA documentation.
Click the upload button or drag and drop files here to attach document
File must be PDF
Yes No
Hydraulics Unit coordination with FEMA.
FEMA maps
Miscellaneous
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manatee_guidelines.pdf 116KB
File must be PDF or KMZ
Si gnature
By checking the box and signing below, I certify that:
Mack Christopher Rivenbark, III
Date
5/3/2019
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H. TROGDON, III
GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
NATURAL ENVIRONMENT SECTION
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
Telephone: (919) 707-6000
Fax: (919) 212-5785
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Location:
1000 BIRCH RIDGE DRIVE
RALEIGH NC 27610
May 2, 2019
N.C. Dept. of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
ATTN: Mr. Stephen Lane
NCDOT Coordinator
Subject: Application for CAMA Major Development Permit for the Proposed Replacement of
Bridge No. 38 over Trent Creek on NC 55 in Pamlico County, North Carolina; TIP No.
B-4593; Debit $475 from WBS No. 42328.1.2
Dear Sir,
The North Carolina Department of Transportation (NCDOT) proposes to replace the existing 145-foot
bridge No. 38 on NC 55 over Trent Creek in Pamlico County. The purpose of the project is to replace a
deficient bridge; the existing bridge has a sufficiency rating of 37.89 out of a possible 100 for a new
structure.
The proposed structure is a 165-foot, three-span bridge on the existing alignment, 34.6 feet wide A
temporary on-site detour will be utilized on the south side to maintain traffic during construction. An
offsite detour was considered during project planning. This option was precluded by the status of NC 55
as a primary Hurricane Evacuation Route for the area, the traffic volume served by the route, and limited
connectivity to the other major routes in the project vicinity.
A Minimum Criteria Determination Checklist (MCDC) was completed in February 2018 and distributed
shortly after. Additional copies are available at the NCDOT website:
https://xfer.services.ncdot.gov/pdea/EnvironmentalDocs/Documents.
On January 16, 2019, draft permit drawings were sent by e-mail to Stephen Lane, Garcy Ward, and Tom
Steffens. Over subsequent weeks, different design alternatives were considered to minimize the project
impact to coastal wetlands. The current design includes a sheet pile wall to restrict the amount of fill
required. This option has reduced the amount of permanent wetland fill from 0.24 acre to 0.11 acre.
Temporary fill has been reduced from 0.45 acre to 0.15 acre.
Several utilities conflict with t he proposed project alignment and will require relocation, including
underground cable and overhead electric power lines and poles. A more detailed utility narrative is
attached along with drawings depicting utility impacts to wetlands and riparian buffers.
Proposed permanent impacts to wetlands total 0.09 acre, with 0.15 acre of temporary fill for the bridge
replacement. An additional 8 linear feet of permanent stream impact will occur to Trent Creek. Utility
work will require 0.02 acre of excavation in wetlands, with an additional 0.65 acre of hand clearing.
Impacts to riparian buffers total 1796 sq. ft of allowable impact in Zone 1 and 1253 sq. ft in Zone 2.
Utility relocations will impact 2092 in Zone 1 and 1392 in Zone 2, both allowable.
Please see enclosed copies of the Major Permit Forms 1 and 5, Lengyel Mitigation Site Debit Ledger,
permit drawings, stormwater management plan, utility drawings, and roadway plans for the above
referenced project.
Federally Protected Species
Table 5 lists the federally protected species for Pamlico County as of June 27, 2018. These species are
discussed in Section 5.8 of the project Natural Resources Technical Report (June, 2015). Species with the
federal classification of Endangered (E), Threatened (T), or officially Proposed (P) for such listing, are
protected under Section 7 of the Endangered Species Act (ESA) of 1973, as amended. Species listed as
Threatened due to Similarity of Appearance [T(S/A)], such as the American alligator, are not subject to
Section 7 consultation. The Bald Eagle is protected by the Bald and Golden Eagle Protection Act and is not
subject to Section 7 consultation.
Scientific Name Common
Name
Federal
Status
Habitat
Present
Biological
Conclusion
Acipenser oxyrinchus
oxyrinchus
Atlantic
sturgeon E Yes No Effect
Acipenser brevirostrum Shortnose
sturgeon E Yes No Effect
Alligator
mississippiensis
American
alligator T(S/A) Yes Not
Required
Chelonia mydas Green sea
turtle T No No Effect
Haliaeetus
leucocephalus Bald Eagle NA Yes NA
Lepidochelys kempi Kemp’s ridley
sea turtle E No Effect
Picoides borealis Red-cockaded
woodpecker E Yes No Effect
Calidris canutus rufa Red knot T No No Effect
Trichechus manatus West Indian
manatee E No MA-NLAA
Lysimachia sperulaefolia Rough-leaved
loosestrife E Yes No Effect
Biological Conclusions for ESA Listed Species
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
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
NC Department Of Transportation
Project Name (if applicable)
B-4593
Applicant 1: First Name
Philip
MI
S
Last Name
Harris
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1000 Birch Ridge Drive
PO Box City
Raleigh
State
NC
ZIP
27610
Country Phone No.
919 - 707 - 6107 ext.
FAX No.
- -
Street Address (if different from above) City State ZIP
-
Email
gcashin@ncdot.gov
2.Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name MI Last Name
Agent/ Contractor 2: First Name 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 4) APPLICATION for
Major Development Permit
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net
3. Project Location
County (can be multiple)
Pamlico
Street Address
NC 55 between Florence Road and Gibbtown road
State Rd. #
NC 55
Subdivision Name
NA
City
Merritt
State
NC
Zip
28556 -
Phone No.
- - ext.
Lot No.(s) (if many, attach additional page with list)
, , , ,
a. In which NC river basin is the project located?
Neuse
b. Name of body of water nearest to proposed project
Trent 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.
Bay River
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.
Pamlico County
4. Site Description
a. Total length of shoreline on the tract (ft.)
435 (length within easement)
b. Size of entire tract (sq.ft.)
239813 (area within easement and ROW)
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)
8.0 NHW or NWL
e. Vegetation on tract
Brackish marsh dominated by big cordgrass and black needlerush fringed by loblolly pine forest.
f. Man-made features and uses now on tract
Public road and bridge
g. Identify and describe the existing land uses adjacent to the proposed project site.
Natural Areas, Wetlands, light residential
h. How does local government zone the tract?
NA
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
NCDOT Archeology Group
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 4) 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.
Unknown
o. Describe existing drinking water supply source.
Water is pumped from Castle Hayne aquifer and treated in Bayboro
p. Describe existing storm water management or treatment systems.
Stormwater runs off the side of the road to wetlands which discharge into Trent Creek
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.
Replacement of bridge 680038 over Trent Creek
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.
Detour bridge will be constructed. Existing bridge will be demolished and proposed bridge will be constructed in its place.
Project is to be let. Construction equipment may include but is not limited to cranes, excavators, and backhoes.Equipment
will be stored within right of way and easements.
d. List all development activities you propose.
Construction of detour bridge, construction of proposed bridge, repavement of select surrounding roads within project limits,
construction of erosion control, utility relocation
e. Are the proposed activities maintenance of an existing project, new work, or both? Existing
f. What is the approximate total disturbed land area resulting from the proposed project? 3.06 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.
Runoff on the road currently runs down the roadway embankment to wetlands which discharge into Trent Creek. Some of the
runoff, is discharged directly into Buffer Zone 1. Deck drains are installed on the existing bridge, so runoff on the bridge is
discharged directly into Trent Creek. The proposed bridge does not have deck drains, and all runoff from the bridge and
approaches is collected and discharged oustside Buffer Zone 2. With the proposed roadway, runoff will continue to run down
the roadway embankment to the wetlands.
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
<Form continues on back>
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:
Trent Creek
c. Type of bridge (construction material):
36" Girder Bridge with Concrete Deck and 4 foot Caps
d. Water depth at the proposed crossing at NLW or NWL:
10 feet
e. (i) Will proposed bridge replace an existing bridge? Yes No
If yes,
(ii) Length of existing bridge: 145.0
(iii) Width of existing bridge: 31.5
(iv) Navigation clearance underneath existing bridge: 7.5
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All of the existing bridge will be removed.
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: 160 h. Width of proposed bridge: 34.6
i. Will the proposed bridge affect existing water flow? Yes No
If yes, explain: larger waterway opening allows larger
conveyance
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? Yes No
If yes, explain: The low chord of the bridge is slighly higher
than the existing low chord
k. Navigation clearance underneath proposed bridge: 7.5' l. Have you contacted the U.S. Coast Guard concerning their
approval? Yes No
If yes, explain: Advance Approval received
m. Will the proposed bridge cross wetlands containing no navigable
waters? Yes No
If yes, explain:
n. Height of proposed bridge above wetlands: 8
2. CULVERTS This section not applicable
a. Number of culverts proposed: b. Water body in which the culvert is to be placed:
Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 10/26/06
< Form continues on back>
c. Type of culvert (construction material):
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: 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.
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: 17ft
(iii) Avg. width of area to be excavated: 71.5ft
(iv) Avg. depth of area to be excavated: 2.12ft
(v) Amount of material to be excavated in cubic yards: 192 CY
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: Currently unknown, to be determined by contractor
(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:
(iii)Avg. width of area to be filled:
(iv)Purpose of fill:
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 10,450 sf SAV SB
WL None
(ii)Describe the purpose of the excavation in these areas:
The fill is for the construction of both the proposed and
detour bridges. Of the total 10450 sf of fill,
approximately 6500 sf is temporary fill and will be
removed once the proposed bridge is completed.
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: 950 ft
(iii)Avg. width of area to be filled: 40 ft
(iv)Purpose of fill: Slightly raising the grade and widening
the road
4. GENERAL
a.Will the proposed project require the relocation of any existing
utility lines? Yes No
If yes, explain: Relocation of multiple power poles and
associated overhead power lines and guy wire anchor
units.Cable and phone lines will be relocated via burial
and overhead. Sewer and water lines will also be
relocated. See utility narrative for additional detail.
If this portion of the proposed project has already received
b.Will the proposed project require the construction of any temporary
detour structures? Yes No
If yes, explain: 140' Detour bridge around the existng
while proposed structure is built
Lengyel Mitigation Site
ONEID 025-001
The Lengyel Site is in Craven County within the USGS hydrologic unit 03020204 of the Neuse
River. NCDOT acquired the 11.9 acre brackish marsh site to mitigate for unavoidable,
jurisdictional impacts associated with TIP B-2531. Monitoring requirements were performed from
1999 to 2003 and the site was closed out in 2004. Table 1 shows the final mitigation quantities
approved for the site. The site has been placed on the NCDOT On-site Debit Ledger for use within
HUC 03020202. Table 2 indicates all mitigation debits that have occurred per regulatory agency
approval.
In order to offset 0.11 acres of unavoidable brackish marsh impacts associated with B-4593, the
Lengyel Mitigation Site will be debited 0.11 acres of brackish marsh mitigation.
Table 1. Mitigation Quantities Approved
HUC Mitigation Type Starting Amount Additional Notes
3020202 Brackish Marsh Restoration 7.2
3020202 Brackish Marsh Preservation 4.7 Do not debit.
Table 2. Mitigation Debits – Brackish Marsh Restoration
Mitigation Type Debit Amount Status Site TIP Action ID# Notes
Brackish Marsh Restoration 1.56 Close Out B-2531 199401568 0.78@2:1 ratio
Debited in
03020202
Brackish Marsh Restoration 1.08 Close Out B-2531 Mod 1994-01568 0.46 acres of these
impacts were
charged to Sawmill
Debited in
03020202
Brackish Marsh Restoration 0.18 Close Out B-4598 Impacts were 0.09
@ 2:1 ratio
Debited in
03020202
Brackish Marsh Restoration 0.11 Close Out B-4593 Debited in
03020204
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE
Precautionary Measures for Construction Activities in North Carolina Waters
The West Indian manatee (Trichechus manatus), also known as the Florida manatee, is
a Federally-listed endangered aquatic mammal protected under the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531 et seq.) and the Marine Mammal Protection Act
of 1972, as amended (16 U.S.C 1461 et seq.). The manatee is also listed as endangered
under the North Carolina Endangered Species Act of 1987 (Article 25 of Chapter 113 of
the General Statutes). The U.S. Fish and Wildlife Service (Service) is the lead Federal
agency responsible for the protection and recovery of the West Indian manatee under the
provisions of the Endangered Species Act.
Adult manatees average 10 feet long and weigh about 2,200 pounds, although some
individuals have been recorded at lengths greater than 13 feet and weighing as much as
3,500 pounds. Manatees are commonly found in fresh, brackish, or marine water habitats,
including shallow coastal bays, lagoons, estuaries, and inland rivers of varying salinity
extremes. Manatees spend much of their time underwater or partly submerged, making
them difficult to detect even in shallow water. While the manatee’s principal stronghold in
the United States is Florida, the species is considered a seasonal inhabitant of North
Carolina with most occurrences reported from June through October.
To protect manatees in North Carolina, the Service’s Raleigh Field Office has prepared
precautionary measures for general construction activities in waters used by the species.
Implementation of these measure will allow in-water projects which do not require blasting
to proceed without adverse impacts to manatees. In addition, inclusion of these guidelines
as conservation measures in a Biological Assessment or Biological Evaluation, or as part
of the determination of impacts on the manatee in an environmental document prepared
pursuant to the National Environmental Policy Act, will expedite the Service’s review of the
document for the fulfillment of requirements under Section 7 of the Endangered Species
Act. These measures include:
1. The project manager and/or contractor will inform all personnel associated with the
project that manatees may be present in the project area, and the need to avoid any harm
to these endangered mammals. The project manager will ensure that all construction
personnel know the general appearance of the species and their habit of moving about
completely or partially submerged in shallow water. All construction personnel will be
informed that they are responsible for observing water-related activities for the presence
of manatees.
2. The project manager and/or the contractor will advise all construction personnel that
there are civil and criminal penalties for harming, harassing, or killing manatees which are
protected under the Marine Mammal Protection Act and the Endangered Species Act.
3. If a manatee is seen within 100 yards of the active construction and/or dredging
operation or vessel movement, all appropriate precautions will be implemented to ensure
protection of the manatee. These precautions will include the immediate shutdown of
moving equipment if a manatee comes within 50 feet of the operational area of the
equipment. Activities will not resume until the manatee has departed the project area on
its own volition (i.e., it may not be herded or harassed from the area).
4. Any collision with and/or injury to a manatee will be reported immediately. The report
must be made to the U.S. Fish and Wildlife Service (ph. 919.856.4520 ext. 16), the
National Marine Fisheries Service (ph. 252.728.8762), and the North Carolina Wildlife
Resources Commission (ph. 252.448.1546).
5. A sign will be posted in all vessels associated with the project where it is clearly visible
to the vessel operator. The sign should state:
CAUTION: The endangered manatee may occur in these waters during the warmer
months, primarily from June through October. Idle speed is required if operating
this vessel in shallow water during these months. All equipment must be shut down
if a manatee comes within 50 feet of the vessel or operating equipment. A collision
with and/or injury to the manatee must be reported immediately to the U.S. Fish and
Wildlife Service (919-856-4520 ext. 16), the National Marine Fisheries Service
(252.728.8762), and the North Carolina Wildlife Resources Commission
(252.448.1546).
6. The contractor will maintain a log detailing sightings, collisions, and/or injuries to
manatees during project activities. Upon completion of the action, the project manager will
prepare a report which summarizes all information on manatees encountered and submit
the report to the Service’s Raleigh Field Office.
7. All vessels associated with the construction project will operate at “no wake/idle” speeds
at all times while in water where the draft of the vessel provides less than a four foot
clearance from the bottom. All vessels will follow routes of deep water whenever possible.
8. If siltation barriers must be placed in shallow water, these barriers will be: (a) made of
material in which manatees cannot become entangled; (b) secured in a manner that they
cannot break free and entangle manatees; and, (c) regularly monitored to ensure that
manatees have not become entangl ed. Barriers will be placed in a manner to allow
manatees entry to or exit from essential habitat.
Prepared by (rev. 06/2003):
U.S. Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
919/856-4520
Figure 1. The whole body of the West Indian manatee may be visible in clear water; but
in the dark and muddy waters of coastal North Carolina, one normally sees only a small
part of the head when the manatee raises its nose to breathe.
Illustration used with the permission of the North Carolina State Museum of Natural Sciences.
Source: Clark, M. K. 1987. Endangered, Threatened, and Rare Fauna of North Carolina: Part I.
A re-evaluation of the mammals. Occasional Papers of the North Carolina Biological Survey 1987-
3. North Carolina State Museum of Natural Sciences. Raleigh, NC. pp. 52.
(Version 2.01; Released December 2014)
38422.1.2 TIP No.:B-4593 County(ies):Pamlico Page 1 of 1
38422.1.2 TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future: Year:2040 Existing: Year:
Threatened/Endangered Species?No Comments:
Yes No
No
Wetlands within Project Limits?
Nutrient Sensitive Waters (NSW)Supplemental Classification:
Rural Area with Agricultural or Residential Land Uses, Coastal
Trent Creek
8600
27-150-(6)
1.04
0.284 miles
Project Description
Proposed Project
Neuse
ac.
2 lane road with 12' travel lanes and no paved shoulder with total bridge length of
145.4 ft and width of 28 ft
River Basin(s):
City/Town:
3.06
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Yes
patkinson@ncdot.gov
Address:
9/19/2018
PamlicoMerrit
Paul Atkinson, P.E.
1020 Birch Ridge Drive
WBS Element:
Bridge ReplacementWBS Element:
Jason Patskoski, PhD, P.E.NCDOT Contact:
(919) 707-6707
100 East Six Forks Road, Suite 300
Raleigh, NC 27609
Contractor / Designer:
(919) 322-0115
Summit Design and Engineering Services
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
NCDOT Hydraulics Unit Address:
General Project Information
B-4593
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
State Project 38422.1.2 involves the replacement of NCDOT Bridge 680038 on NC 55 over Trent Creek. The proposed bridge will maintain the existing level of service. The
proposed roadway fill slopes are 2:1 (which per geotechnical reccomendations are the steepest allowable) and are grassy. There are no deck drains over Trent Creek. There are
two proposed outlets on the beginning and end of the bridge left side to allow proper drainage for the bridge and minimize disturbance in the surrounding wetlands. Rip Rap
outlet pads will be utilized to dissipate the flow and minimize erosion. All piping is outletted beyond buffer zones. Rip rap toe protection has ben added to stabilize fill slopes as
needed. The detour bridge will utilize 2:1 fill slopes as well as a pile retaining wall in order to minimize wetland impacts.
None
NeuseBuffer Rules in Effect:Trent Creek
None
5576
2 lane road with 12' travel lanes and 4' paved shoulder with total bridge length of 160 ft
and width of 34.58 ft
Waterbody Information
2019
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 SCNCDWR Surface Water Classification for Water Body
jason.patskoski@summitde.net
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?No
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)
SHEET 1 OF 14
PERMIT DRAWING
STREAM AND WETLAND IMPACTS
PERMIT DRAWINGS
SITE 1
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
0
0
PROFILE (HORIZONTAL)
38422.2.1
38422.3.1 CONST.
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.TOTAL
SHEETS
N.C.
SHEET1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
09/08/99
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
25-MAR-2019 12:27
B4593_Hyd_prm
_tsh.dgn
Patrick.Hartnett
CONTRACT:
TIP PROJECT:
A
R
T
M
EN N
A
S
O H
DEP
T
O F T R A S P OR T
T IO
N
T ATE O F N R T
C
AROLIN
A
FIRM NO. P-0339
Prepared in the Office of:
www.summitde.net
Fax: (919) 732-6776
Voice: (919) 732-3883
Hillsborough, NC 27278-8551
504 Meadowland Drive
MPHV=DET
505025
50 25
10 5 10 20
10050
100
GRADING, DRAINAGE, PAVING AND STRUCTURE.
B-4593
VICINITY MAP
MAJOR COLLECTOR
REGIONAL TIER
8600
8
55
9
* TTST =2%DUAL =7%
B-4593
B-4593
PROJECT
60
50
38422.1.2
BRIDGE NO. 38 ON NC 55 OVER TRENT CREEK
BEGIN BRIDGE
END BRIDGE
4,6 5,7
-L- STA. 11+00.00
END BRIDGEBEGIN BRIDGE
-L- STA. 26+00.00
TOTAL LENGTH OF TIP PROJECT B-4593 = 0.284 MILES
LENGTH ROADWAY TIP PROJECT B-4593 = 0.254 MILES
LENGTH STUCTURE TIP PROJECT B-4593 = 0.030 MILES
2040
TO B A YBO RO
TO O RIEN TA L
R I V E R
R IVER
BAY
Stonewall
Trent
Church
CentralSchool
Trent
Creek
Trent
Creek
Chapel
55
55
55
Bayboro
Main
St.
Gibbtown
55
55
Callisons
Merritt
Trent
Cr.
BAY
Prong
S o ut h
N orth
Prong
pop. 282
304
2018 STANDARD SPECIFICATIONS
2019 5576
PE
-L- NC 55
-D E T -
TRENT CREEK
TRENT CREEK
SR 1324
SR 1322
B A Y RI V E R
NCDOT CONTACT:DAVID STUTTS, PE
BEGIN TIP PROJECT B-4593
END TIP PROJECT B-4593
See Sheet 1C-1 For Survey Control Sheet See Sheet 1B For Conventional Plan Sheet SymbolsSee Sheet 1A For Index of Sheets
MAY 21, 2019
C204217
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
NOVEMBER 1, 2018
R/W, Utilities
N C G RI D
N A D 8 3 N A 2 0 11
-L- STA. 27+00.00
END CONSTRUCTION
-L- STA. 16+22.00
-L- STA. 17+82.00
---
BRANDON W. JOHNSON, PE
FAITH E. JAHNKE, PE
PRO F E S S IO
N
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
PAMLICO COUNTY
-Y1- STA. 11+37.94
END CONSTRUCTION
-LDET- STA. 15+35.00 -LDET- STA. 16+75.00
1002
1203
1209
1209
1342
1337
1337
1334
1336
1212
1335
1315
1336
1335
1334
1324
1333
1322
1316
1323
1324
1322
W ater Street
C h i n c h i l l a D r i v e
Rowe Road
Ca lliso n R o a d
Spruill Road
Trent Road
F lo rence Road
Gibbtown RoadGibbtown R oa d
Sp a in F a rm R o ad
M
cCotter Road
A llig a to r C re e k R o a d
Road
Seawell Farm
+07
+97
+97
+07
F ILL IN W ETLA N D S
SHEET 2 OF 14
PERMIT DRAWING
SITE 1
HC HC
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
APPEAR GRAY ON THIS SHEET
NOTE: DETOUR IMPACTS
S S SURFACE WATER
DENOTES IMPACTS IN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIO
NS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-4593
8/17/99
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 5)
FOR PROFILE, SEE SHEET 8
FOR ONSITE DETOUR, SEE SHEET 6
32'
24'
-L- STA. 16+22.00
BEGIN BRIDGE -L- STA. 17+82.00
END BRIDGE
-L- STA. 18+06.17
END APP. SLAB-L- STA. 15+97.83
BEGIN APP. SLAB
SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP
02
0202
02 F-F 12'
12'
4'
4'
R/W REV: REMOVED ROW, ADDED TCE, ADDED PDE ON PARCELS 1, 2, 3, AND 4. - FEJ 190131
25-MAR-2019 12:27
Patrick.Hartnett
SEE SHEETS S-1 THRU S-42 FOR STRUCTURES PLANS
PRO F E S S ION
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
10
15
8 :1
8 :1
+37.80
T YPINC
2 7 '
8 :1
GREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
TYPE-III
TYPE-III
TYPE-III
TYPE-III
1
1
2
3
4
110 114
TRENT CREEK
TRENT CREEK
N C H WY 5 5 2 4 ' B S T N C H WY 5 5 2 4 ' B S T
N C G RI D
N A D 8 3 N A 2 0 11
T
T
C
A R V A R V
60.00'
E X IS T IN G R /W
E X IS T IN G R /W
WO O D E D
WOODED
WOODED
VIOLET MOLLANO
DB 352 PG 25
WOODED
WOODED
WOODED
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
WOODED
WOODED
WOODED
JAMES BRINSON, et ux
DB 213 PG 649
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 041.98'+97.5677
TYPE-III
TYPE-III
TYPE-III
TYPE-III
HAND CLEARING
HAND CLEARING
HAND CLEARING
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI15" RCP-III 15" RCP-III
15" RCP-III
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
+07
+97
+97
+07
-2
-2
-1
-1-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-
1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1 -1
0
0
0
0
0
0
0 0
0
0 0
0
0
0
0
0
0
000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
111
1
1
1
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1111
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
11
1
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
22
2
2
2 2
2
2
22
2
2 2
2
2
22
2
2
2
2
2
2 222
2
2
2
2
2 2
2
2
2
2 2 2 2 2
2
2
2
2 2
2
2 2
2
2
2
2 2
2 2
2
2
2
2
2
2
2
2
2
2
2
2 2
2
2
22
2
2
2
222
22
2222
2
2
2
2
2
2
2
2
22
2
2
2
2
2 2
2 2 2
2
22
2
2
22
2
2
2
2
2
2
2
22
2
22
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
22
2
2
2
22
2
22
2
2
2
2
2
2
2 22
2
2
2
2
2 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
22
22
2
2
2
2
2
2
2
2
2
2
2
2
2
2 2
2
2
2
2
3
3
3
3
3
3
3
3
3
3 3 3 3 3 3
3
3 3 3
3
3
3
3 3
3
3 3
3
3
3
3
3
3
3 3
3
3 3 3 3 3 3
3
3 3 3
3 3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4 4
4 4 4 4 4 4 4
4
4
4
4
444444444444
4
4
4
4
4
4
4
4
4
4 4
4
4
4
4
4
4 4
4
4
4
4
4
4
4
4
4
4
4
4
4
5 5
5
5
5555
5 5 5 5 5
5
5
5
5
5
55
5
5
5
5
5 5
5
5
55
5
5
6
6
6
66666
6 6 6 6
666
6
6
6
6
7
7
7
777
7 7 7
7
77
7
8
8
88
8
8 8
9
9
9
9
9 9
10
1010
1 0
10
F ILL IN W ETLA N D S
SHEET 3 OF 14
PERMIT DRAWING
SITE 1
HC HC
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
APPEAR GRAY ON THIS SHEET
NOTE: DETOUR IMPACTS
S S SURFACE WATER
DENOTES IMPACTS IN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIO
NS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-4593
8/17/99
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 5)
FOR PROFILE, SEE SHEET 8
FOR ONSITE DETOUR, SEE SHEET 6
32'
24'
-L- STA. 16+22.00
BEGIN BRIDGE -L- STA. 17+82.00
END BRIDGE
-L- STA. 18+06.17
END APP. SLAB-L- STA. 15+97.83
BEGIN APP. SLAB
SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP
02
0202
02 F-F 12'
12'
4'
4'
R/W REV: REMOVED ROW, ADDED TCE, ADDED PDE ON PARCELS 1, 2, 3, AND 4. - FEJ 190131
25-MAR-2019 12:28
Patrick.Hartnett
SEE SHEETS S-1 THRU S-42 FOR STRUCTURES PLANS
PRO F E S S ION
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
10
15
8 :1
8 :1
+37.80
T YPINC
2 7 '
8 :1
GREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
TYPE-III
TYPE-III
TYPE-III
TYPE-III
1
1
2
3
4
110 114
TRENT CREEK
TRENT CREEK
N C H WY 5 5 2 4 ' B S T N C H WY 5 5 2 4 ' B S T
N C G RI D
N A D 8 3 N A 2 0 11
T
T
C
A R V A R V
60.00'
E X IS T IN G R /W
E X IS T IN G R /W
WO O D E D
WOODED
WOODED
VIOLET MOLLANO
DB 352 PG 25
WOODED
WOODED
WOODED
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
WOODED
WOODED
WOODED
JAMES BRINSON, et ux
DB 213 PG 649
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 041.98'+97.5677
TYPE-III
TYPE-III
TYPE-III
TYPE-III
HAND CLEARING
HAND CLEARING
HAND CLEARING
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI15" RCP-III 15" RCP-III
15" RCP-III
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
Ground
Natural
PSRM
SEE DETAIL 5-1
PSRM TOE PROTECTION
F ILL IN W E TLA N D S
SHEET 4 OF 14
PERMIT DRAWING
SITE 1
HC HC
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
APPEAR GRAY ON THIS SHEET
NOTE: DETOUR IMPACTS
FILL IN WETLANDS
FILL IN WETLANDS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIO
NS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5B-4593
8/17/99
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 4)
FOR PROFILE, SEE SHEET 8
FOR ONSITE DETOUR, SEE SHEET 7
R/W REV: REMOVED ROW, ADDED TCE, ADDED PDE ON PARCELS 1, 2, 3, AND 4. - FEJ 190131
25-MAR-2019 12:28
Patrick.Hartnett
PRO F E S S ION
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
20
1510
+31.03
TYP
INC
27'
8 :1
(EX R/W)
30.00 RT+00.00 -L-
3
4 5
EX R/W
40.00 RT45.00 RT+78.00 -L-
15" R
C
P
15" R
C
P
15 " R C P
24 " RCP
2 4 " R C P
v
v
v v
v
v
v
v
v
v
v
v
v
v
v
11' CONC
11' C O N CCONC P AD
BULKHEAD
N C H WY 5 5 2 4 ' B S T
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 0
HH
TC
T
C
T
T
P A M C A R F A R M S , L L CDB 3 0 6 P G 4 4 7
60.00'
EXISTING R/W
EXISTING R/W
60 .00'
E XIS T ING R/W
E XIS T ING R /W
60.00'
EX
ISTIN
G
R/W
EX
ISTIN
G
R/W
6 0 .0 0 '
EXISTING R/W
EXISTING R/W
WOODED
WOODED
WOODED
WOODED
SR 1324 FLORENCE ROAD 18' BST
SR 1322 N. TRENT ROAD 17' BST
BST
BST
EC M
EC M
HW
C O N C
N C G RI D
N A D 8 3 N A 2 0 11
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
DB 518 PG 710
ANDREW M. BUEHL, JR., et al
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
DB 337 PG 755
STEVEN LAVALLEE
DB 470 PG 147
1SBKD
RETAIN
RETA IN
RETAIN
RETAIN
( Not to Scale)
PSRM TOE PROTECTION
d
FROM STA. 23+89 TO STA. 24+30 -L- RT
Fill Slope3:1 or Flatter
d= 1 Ft.
Type of Liner= 58 SY OF PSRM
DETAIL 5-1
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
Ground
Natural
PSRM
SEE DETAIL 5-1
PSRM TOE PROTECTION
-2
-2
-2
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0
0
0
0
1
1
1
1
1
1
1 1
1
1
1
1
1
11
11
1
1
1 1 1
1
1
1
1
11
1
1
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
22
2 2
2
2
2
2
2
2
2
2
2
2
2
2
22
2 2
2 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
222
2
2
2
2
2
2
2
2
2
2
2 2
2
2
2
2
2
2
2 2 22
2
22
2
2 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
222
2
2 22
2 2
2
2
2
22
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
22
2
2
2
2
2
2
2
2
2
2
2
2 2
2
2
2
3
3
3 3 3
3
3
3
3
3
3
3 3
3
3
3 33
3
3 3
3
3 3 3 3
3
3
3
3
3
3
3 3
3 3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3 3
3
3
3
3
3
3
3
33
3
33
3
3
3
3
3
3
3
3
3 3
3 3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3 3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
33
33 3
4
4
4
4
4
4
4
4
4
4
4
4
4
4444
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4444
4
4 4
4
4
4
4
4
4
4 4
4
4
4
4
4
4 4
4
4
4
4
4
4
44
4
4 4 4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4 4
4
4
4
4
4
4
4
4
4
4
4
4
4
4 4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5 5 5
5 5
5
555555
5
5
5
5
5 5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6 6 6
6
66666
6
6
7 7 7
7777
8 8
88
89
F ILL IN W E TLA N D S
SHEET 5 OF 14
PERMIT DRAWING
SITE 1
HC HC
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
APPEAR GRAY ON THIS SHEET
NOTE: DETOUR IMPACTS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIO
NS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5B-4593
8/17/99
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 4)
FOR PROFILE, SEE SHEET 8
FOR ONSITE DETOUR, SEE SHEET 7
R/W REV: REMOVED ROW, ADDED TCE, ADDED PDE ON PARCELS 1, 2, 3, AND 4. - FEJ 190131
25-MAR-2019 12:28
Patrick.Hartnett
PRO F E S S ION
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
20
1510
+31.03
TYP
INC
27'
8 :1
(EX R/W)
30.00 RT+00.00 -L-
3
4 5
EX R/W
40.00 RT45.00 RT+78.00 -L-
15" R
C
P
15" R
C
P
15 " R C P
24 " RCP
2 4 " R C P
v
v
v v
v
v
v
v
v
v
v
v
v
v
v
11' CONC
11' C O N CCONC P AD
BULKHEAD
N C H WY 5 5 2 4 ' B S T
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 0
HH
TC
T
C
T
T
P A M C A R F A R M S , L L CDB 3 0 6 P G 4 4 7
60.00'
EXISTING R/W
EXISTING R/W
60 .00'
E XIS T ING R/W
E XIS T ING R /W
60.00'
EX
ISTIN
G
R/W
EX
ISTIN
G
R/W
6 0 .0 0 '
EXISTING R/W
EXISTING R/W
WOODED
WOODED
WOODED
WOODED
SR 1324 FLORENCE ROAD 18' BST
SR 1322 N. TRENT ROAD 17' BST
BST
BST
EC M
EC M
HW
C O N C
N C G RI D
N A D 8 3 N A 2 0 11
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
DB 518 PG 710
ANDREW M. BUEHL, JR., et al
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
DB 337 PG 755
STEVEN LAVALLEE
DB 470 PG 147
1SBKD
RETAIN
RETA IN
RETAIN
RETAIN
( Not to Scale)
PSRM TOE PROTECTION
d
FROM STA. 23+89 TO STA. 24+30 -L- RT
Fill Slope3:1 or Flatter
d= 1 Ft.
Type of Liner= 58 SY OF PSRM
DETAIL 5-1
FILL IN WETLANDS
FILL IN WETLANDS
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
Geotextile
Ground
Natural
1' Thickness
SITE 1
SHEET 6 OF 14
PERMIT DRAWING
T T FILL IN WETLAND
DENOTES TEMPORARY
HC HC
CLEARING
DENOTES HAND
IMPACTS ARE TEMPORARY
NOTE: ALL DETOUR
DETOUR BRIDGE
APPEAR GRAY ON THIS SHEET
NOTE: MAIN BRIDGE IMPACTS
FILL IN WETLANDS
H A N D C L E A R I N GHAND C LE A R I N G H A N D C L E A R I N G
S K E T C H S H O WIN G B R I D G E T O P A V E M E N T R E L A T IO N S H I P
-L D E T - S T A . 16 +7 5 .0 0END BRIDGE
D O C U M E N T N O T C O N S I D E R E D F I N A L
U N L E S S A L L S I G N A T U R E S C O M P L E T E D
REVISIO
NS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.P RO JEC T REF ERE N C E N O .6B-4593
8/17/99
D O C U M E N T N O T C O N S I D E R E D F I N A L
U N L E S S A L L S I G N A T U R E S C O M P L E T E D
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 7)
F O R P R O F IL E , S E E S H E E T 9
F O R -L - L IN E , S E E S H E E T 4
R/W REV: REMOVED ROW, ADDED TCE, ADDED PDE ON PARCELS 1, 2, 3, AND 4. - FEJ 190131
25-MAR-2019 12:28
Patrick.Hartnett
-L D E T - S T A . 15 +3 5 .0 0BEGIN B R ID G E
PRO F E S S IO
N
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
04
P I S t a 10 +9 9 .7 4D
L = 19 9 .2 9 'T = 9 9 .7 4 'R = 1,8 4 0 .0 0 '
P I S t a 14 +3 4 .4 6D
L = 269.85'
T = 135.16'R = 1,8 4 0 .0 0 '
P I S t a 17 +2 4 .5 8D
L = 123.64'
T = 61.84'R = 1,8 4 0 .0 0 '
10
15
SE = 04 SE = 04SE = 0 4
-LDET-
R O = 9 6 ' RO = 96'RO = 96'
-L D E T - S T A . 11+9 2 .8 3BEGIN GRADE
-LD E T -
-L D E T - S T A 16 +7 5 .0 0END BRIDGE
-L D E T - S T A 15 +3 5 .0 0BEGIN B R I D G E
-L D E T - P C S T A 10 +0 0 .0 0-L - P O C S T A 11+0 0 .0 0 =B E G IN D E T O U R C O N S T R U C T IO N
-L-
-L D E T - P T S t a . 11+9 9 .2 9
-L D E T - P C S t a . 12 +9 9 .2 9
-L D E T - P T S t a . 15 +6 9 .14
-L D E T - P C S t a . 16 +6 2 .7 4
-L D E T - P T S t a . 17 +8 6 .3 8
TE M P G RE U TL-3
TE M P TYP E-III
TEM P TYP E -III
TEM P TYP E -IIITEMP G RE U TL-3
TEM P TYP E-III
110 114
TRENT CREEK
TRENT CREEK
NC H WY 5 5 2 4 ' B S T
N C H WY 5 5 2 4 ' B S T
ALONG CREEK
N C G RI D
N A D 8 3 N A 2 0 11
T
T C
-E L-
-EL-S 71°23'48" W317.97'S 8 9°2 5'0 0" E
17 5.6 8'
S 6 8 °5 0 '5 4 " E
5 9 .5 2 'S 5 0 °3 4 '12 " E113.2 3 '
S 37°22'31" E99.53'
S 39°25'01" W
266 .85 '
PROPERTY LINE ALONG M
EAN HIGH W
ATER M
ARK OF TRENT CREEK
W
ATER M
ARK OF TRENT CREEK
PROPERTY LINE ALONG M
EAN HIGH
60.00'
E X IS T IN G R /W
E X IS T IN G R /W
WO O D E D
WOODED
WOODED
VIOLET MOLLANO
DB 352 PG 25
WOODED
WOODED
WOODED
J O H N L . M c C O T T E R , III
DB 353 PG 860
MB 7 PG 78
J O H N L . M c C O T T E R , III
DB 353 PG 860
MB 7 PG 78
WOODED
WOODED
WOODED
J A M E S B R IN S O N , e t u x
DB 213 PG 649
L A R R Y M A S S E N G IL L , e t a l
DB 587 PG 274
MB 6 PG 53
P A M C A R F A R M S , L L C
DB 306 PG 447
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 0
WATER MARK OF TRENT CREEK
PROPERTY LINE ALONG MEAN HIGH
S W A M P 1 9 8 4 N C G S M O N U M E N T
W
ATER M
ARK OF TRENT CREEK
PROPERTY LINE ALONG M
EAN HIGH
007
00
01
02
03
04
04 03 0222'
T YP
IN C
2 4 '
+33.56
2 5 :1
2 5 :125:1
2 5 :1
23'
P ILE WA L L P R O P O S E D S H E E T
-D E T - S T A . 12 +8 0 .0 0BEGIN WALL
-D E T - S T A . 16 +7 0 .9 0BEGIN WALL
10
15
1
1
2
3
4
0601
0602
0603
0604
DETAIL 6-1
( Not to Scale)
Fill Slope3:1 or FlatterTOE PROTECTION
67 SY GeotextileType of Liner=33 TONS Class B Rip-Rap
5'4.5'
FROM STA. 12+20 TO STA. 12+80 -L DET- RT
TEMP TB 2GI
TEMP 2GI
+95
+15
F
F F
F
F F F F F F F F
F F F F F F F F F
Geotextile
Ground
Natural
1' Thickness
-2
-2
-1
-1-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-
1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1 -1
0
0
0
0
0
0
0 0
0
0 0
0
0
0
0
0
0
000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
111
1
1
1
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1111
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1 1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
22
2
2
2 2
2
2
22
2
2 2
2
2
22
2
2
2
2
2
2 222
2
2
2
2
2 2
2
2
2
2 2 2 2 2
2
2
2
2 2
2
2 2
2
2
2
2 2
2 2
2
2
2
2
2
2
2
2
2
2
2
2 2
2
2
22
2
2
2
222
22
2222
2
2
2
2
2
2
2
2
22
2
2
2
2
2 2
2 2 2
2
22
2
2
22
2
2
2
2
2
2
2
22
2
22
2 2
2
2
2
2
2
2
2
2
2
2
2
2
2 2
2
2
2
2
2
2
2
22
2
2
2
2
2
22
2
22
2
2
2
2
2
2
2 22
2
2
2
2
2 2
2
2
2
2
2
2
2
2
2
2
2
2
22 2
2
2
2
2
2
2
2
2
2 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
222
2
2
2
2
2
2
2
2
22
22
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3 3 3 3 3 3
3
3 3 3
3
3
3
3 3
3
3 3
3
3
3
3
3
3
3 3
3
3 3 3 3 3 3
3
3 3 3
3 3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3 3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3 3
3
3
4
4
4
4 4
4 4 4 4 4 4 4
4
4
4
4
444444444444
4
4
4
4
4
4
4
4
4
4 4
4
4
4
4
4
4 4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5 5
5
5
5555
5 5 5 5 5
5
5
5
5
5
55
5
5
5
5
5 5
5
5
55
5
5
5
6
6
6
66666
6 6 6 6
666
6
6
6
6
7
7
7
777
7 7 7 7
77
7
8
8
88
8
8 8
9
9
9
9
9 9
10
1010
1 0
10
SHEET 7 OF 14
PERMIT DRAWING
T T FILL IN WETLAND
DENOTES TEMPORARY
HC HC
CLEARING
DENOTES HAND
IMPACTS ARE TEMPORARY
NOTE: ALL DETOUR
DETOUR BRIDGE
APPEAR GRAY ON THIS SHEET
NOTE: MAIN BRIDGE IMPACTS
SITE 1
S K E T C H S H O WIN G B R I D G E T O P A V E M E N T R E L A T IO N S H I P
-L D E T - S T A . 16 +7 5 .0 0END BRIDGE
D O C U M E N T N O T C O N S I D E R E D F I N A L
U N L E S S A L L S I G N A T U R E S C O M P L E T E D
REVISIO
NS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.P RO JEC T REF ERE N C E N O .6B-4593
8/17/99
D O C U M E N T N O T C O N S I D E R E D F I N A L
U N L E S S A L L S I G N A T U R E S C O M P L E T E D
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 7)
F O R P R O F IL E , S E E S H E E T 9
F O R -L - L IN E , S E E S H E E T 4
R/W REV: REMOVED ROW, ADDED TCE, ADDED PDE ON PARCELS 1, 2, 3, AND 4. - FEJ 190131
25-MAR-2019 12:28
Patrick.Hartnett
-L D E T - S T A . 15 +3 5 .0 0BEGIN B R ID G E
PRO F E S S IO
N
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
04
P I S t a 10 +9 9 .7 4D
L = 19 9 .2 9 'T = 9 9 .7 4 'R = 1,8 4 0 .0 0 '
P I S t a 14 +3 4 .4 6D
L = 269.85'
T = 135.16'R = 1,8 4 0 .0 0 '
P I S t a 17 +2 4 .5 8D
L = 123.64'
T = 61.84'R = 1,8 4 0 .0 0 '
10
15
SE = 04 SE = 04SE = 0 4
-LDET-
R O = 9 6 ' RO = 96'RO = 96'
-L D E T - S T A . 11+9 2 .8 3BEGIN GRADE
-LD E T -
-L D E T - S T A 16 +7 5 .0 0END BRIDGE
-L D E T - S T A 15 +3 5 .0 0BEGIN B R I D G E
-L D E T - P C S T A 10 +0 0 .0 0-L - P O C S T A 11+0 0 .0 0 =B E G IN D E T O U R C O N S T R U C T IO N
-L-
-L D E T - P T S t a . 11+9 9 .2 9
-L D E T - P C S t a . 12 +9 9 .2 9
-L D E T - P T S t a . 15 +6 9 .14
-L D E T - P C S t a . 16 +6 2 .7 4
-L D E T - P T S t a . 17 +8 6 .3 8
TE M P G RE U TL-3
TE M P TYP E-III
TEM P TYP E -III
TEM P TYP E -IIITEMP G RE U TL-3
TEM P TYP E-III
110 114
TRENT CREEK
TRENT CREEK
NC H WY 5 5 2 4 ' B S T
N C H WY 5 5 2 4 ' B S T
ALONG CREEK
N C G RI D
N A D 8 3 N A 2 0 11
T
T C
-E L-
-EL-S 71°23'48" W317.97'S 8 9°2 5'0 0" E
17 5.6 8'
S 6 8 °5 0 '5 4 " E
5 9 .5 2 'S 5 0 °3 4 '12 " E113.2 3 '
S 37°22'31" E99.53'
S 39°25'01" W
266 .85 '
PROPERTY LINE ALONG M
EAN HIGH W
ATER M
ARK OF TRENT CREEK
W
ATER M
ARK OF TRENT CREEK
PROPERTY LINE ALONG M
EAN HIGH
60.00'
E X IS T IN G R /W
E X IS T IN G R /W
WO O D E D
WOODED
WOODED
VIOLET MOLLANO
DB 352 PG 25
WOODED
WOODED
WOODED
J O H N L . M c C O T T E R , III
DB 353 PG 860
MB 7 PG 78
J O H N L . M c C O T T E R , III
DB 353 PG 860
MB 7 PG 78
WOODED
WOODED
WOODED
J A M E S B R IN S O N , e t u x
DB 213 PG 649
L A R R Y M A S S E N G IL L , e t a l
DB 587 PG 274
MB 6 PG 53
P A M C A R F A R M S , L L C
DB 306 PG 447
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 0
WATER MARK OF TRENT CREEK
PROPERTY LINE ALONG MEAN HIGH
S W A M P 1 9 8 4 N C G S M O N U M E N T
W
ATER M
ARK OF TRENT CREEK
PROPERTY LINE ALONG M
EAN HIGH
007
00
01
02
03
04
04 03 0222'
T YP
IN C
2 4 '
+33.56
2 5 :1
2 5 :125:1
2 5 :1
23'
P ILE WA L L P R O P O S E D S H E E T
-D E T - S T A . 12 +8 0 .0 0BEGIN WALL
-D E T - S T A . 16 +7 0 .9 0BEGIN WALL
10
15
1
1
2
3
4
0601
0602
0603
0604
DETAIL 6-1
( Not to Scale)
Fill Slope3:1 or FlatterTOE PROTECTION
67 SY GeotextileType of Liner=33 TONS Class B Rip-Rap
5'4.5'
FROM STA. 12+20 TO STA. 12+80 -L DET- RT
FILL IN WETLANDS
H A N D C L E A R I N GHAND C LE A R I N G H A N D C L E A R I N G
TEMP TB 2GI
TEMP 2GI
+95
+15
F
F F
F
F F F F F F F F
F F F F F F F F F
SITE 1
T T F I LL I N W E T LA N D
D E N O T E S T E M P O R A R Y
HC HC
CLEARING
D E N O T E S H A N D
SHEET 8 OF 14
PERMIT DRAWING
IMPACTS ARE TEMPORARY
NOTE: ALL DETOUR
DETOUR BRIDGE
APPEAR GRAY ON THIS SHEET
NOTE: MAIN BRIDGE IMPACTS
FILL IN WETLANDS
F I L L I N W E T L A N D S
D O C U M E N T N O T C O N S I D E R E D F I N A L
U N L E S S A L L S I G N A T U R E S C O M P L E T E D
REVISIO
NS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.P RO JEC T REF ERE N C E N O .7B-4593
8/17/99
D O C U M E N T N O T C O N S I D E R E D F I N A L
U N L E S S A L L S I G N A T U R E S C O M P L E T E D
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 6)
F O R P R O F IL E , S E E S H E E T 9
F O R -L - L IN E , S E E S H E E T 5
R/W REV: REMOVED ROW, ADDED TCE, ADDED PDE ON PARCELS 1, 2, 3, AND 4. - FEJ 190131
PRO F E S S IO
N
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
25-MAR-2019 12:28
B4593_Hyd_prm_psh_7_det.dgn
Patrick.Hartnett
P I S t a 2 1+8 7 .2 9D
L = 596.54'
T = 300.91'R = 1,8 4 0 .0 0 '
20
SE = 04
RO = 96'
-LDET-
P I S t a 17 +2 4 .5 8D
L = 123.64'
T = 61.84'R = 1,8 4 0 .0 0 'SE = 04
RO = 96'
-LDET-
-L D E T - S T A 2 2 +5 8 .6 5END GRADE
-L-
-L D E T - P T S T A . 2 4 +8 2 .9 2-L - S T A 2 5 +8 3 .9 8 =E N D D E T O U R C O N S T R U C T I O N
-L D E T - P C S t a . 18 +8 6 .3 8
TEM P G REU TL-3
T E M P G R E U T L -3
P IL E WA LL P R O P O S E D S H E E T
15" R
C
P
15" R
C
P
15 " R C P
24" RCP
24" RCP
v
v
v v
v
v
v
v
v
v
v
v
v
v
v
11' CONC
11' C O N C
C ON C P AD
BULKHEAD
N C H WY 5 5 2 4 ' B S T
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 0
HH
TC
T
C
T
T
-E L-
-EY
1-
-EY-
P A M C A R F A R M S , L L CDB 3 0 6 P G 4 4 7
N 5 8 °4 9 '0 0 " W758.6 4 '
S 5 8 °4 9 '0 0 " E700.3 4 '
N 28°23'34" E
172.92'
N 5 4 °3 2 '2 6 " W180.0 0 '
N 28°23'34" E
67.80'
N 5 0 °0 2 '2 6 " W76.9 0 'N 8 4 °2 5'2 6 " W
5 8.5 0'
S 4 6 °2 2'0 8 " W
14 0.0 7'
N 32°45'58" W
131.86'
S 29°00'43" W
137.88'
60.00'
EXISTING R/W
EXISTING R/W
60 .00'
EXIS T ING R/W
E X IS T ING R /W
60.00'
EX
ISTIN
G
R/W
EX
ISTIN
G
R/W
6 0 .0 0 '
EXISTING R/W
EXISTING R/W
WOODED
WOODED
WOODED
WOODED
SR 1324 FLORENCE ROAD 18' BST
SR 1322 N. TRENT ROAD 17' BST
-BL- 2
-BL- 3
BST
BST
N 69°52'39" E230.93'EC M
EC M
HW
C O N C
N C G RI D
N A D 8 3 N A 2 0 11
L A R R Y M A S S E N G IL L , e t a l
DB 587 PG 274
MB 6 PG 53
P A M C A R F A R M S , L L C
DB 306 PG 447
DB 518 PG 710
A N D R E W M . B U E H L , J R ., e t a l
L A R R Y M A S S E N G IL L , e t a l
DB 587 PG 274
MB 6 PG 53
P A M C A R F A R M S , L L C
DB 306 PG 447
L A R R Y M A S S E N G IL L , e t a l
DB 587 PG 274
MB 6 PG 53
P A M C A R F A R M S , L L C
DB 306 PG 447
DB 337 PG 755
S T E V E N L A V A L L E E
DB 470 PG 147
1SBKD
01 00 04
01 02 03
04
038
+08.38
22'
T Y PINC24'
23'
-D E T - S T A . 2 1+0 0 .0 0END WALL
20
1510
3
4 5
F F F F
F
F F F F F F F F
SITE 1
T T F I LL I N W E T LA N D
D E N O T E S T E M P O R A R Y
HC HC
CLEARING
D E N O T E S H A N D
SHEET 9 OF 14
PERMIT DRAWING
IMPACTS ARE TEMPORARY
NOTE: ALL DETOUR
DETOUR BRIDGE
APPEAR GRAY ON THIS SHEET
NOTE: MAIN BRIDGE IMPACTS
FILL IN WETLANDS
F I L L I N W E T L A N D S
D O C U M E N T N O T C O N S I D E R E D F I N A L
U N L E S S A L L S I G N A T U R E S C O M P L E T E D
REVISIO
NS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.P RO JEC T REF ERE N C E N O .7B-4593
8/17/99
D O C U M E N T N O T C O N S I D E R E D F I N A L
U N L E S S A L L S I G N A T U R E S C O M P L E T E D
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 6)
F O R P R O F IL E , S E E S H E E T 9
F O R -L - L IN E , S E E S H E E T 5
R/W REV: REMOVED ROW, ADDED TCE, ADDED PDE ON PARCELS 1, 2, 3, AND 4. - FEJ 190131
PRO F E S S IO
N
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
25-MAR-2019 12:28
B4593_Hyd_prm_psh_7_det_contour.dgn
Patrick.Hartnett
P I S t a 2 1+8 7 .2 9D
L = 596.54'
T = 300.91'R = 1,8 4 0 .0 0 '
20
SE = 04
RO = 96'
-LDET-
P I S t a 17 +2 4 .5 8D
L = 123.64'
T = 61.84'R = 1,8 4 0 .0 0 'SE = 04
RO = 96'
-LDET-
-L D E T - S T A 2 2 +5 8 .6 5END GRADE
-L-
-L D E T - P T S T A . 2 4 +8 2 .9 2-L - S T A 2 5 +8 3 .9 8 =E N D D E T O U R C O N S T R U C T I O N
-L D E T - P C S t a . 18 +8 6 .3 8
TEM P G REU TL-3
T E M P G R E U T L -3
P IL E WA LL P R O P O S E D S H E E T
15" R
C
P
15" R
C
P
15 " R C P
24" RCP
24" RCP
v
v
v v
v
v
v
v
v
v
v
v
v
v
v
11' CONC
11' C O N C
C ON C P AD
BULKHEAD
N C H WY 5 5 2 4 ' B S T
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 0
HH
TC
T
C
T
T
-E L-
-EY
1-
-EY-
P A M C A R F A R M S , L L CDB 3 0 6 P G 4 4 7
N 5 8 °4 9 '0 0 " W758.6 4 '
S 5 8 °4 9 '0 0 " E700.3 4 '
N 28°23'34" E
172.92'
N 5 4 °3 2 '2 6 " W180.0 0 '
N 28°23'34" E
67.80'
N 5 0 °0 2 '2 6 " W76.9 0 'N 8 4 °2 5'2 6 " W
5 8.5 0'
S 4 6 °2 2'0 8 " W
14 0.0 7'
N 32°45'58" W
131.86'
S 29°00'43" W
137.88'
60.00'
EXISTING R/W
EXISTING R/W
60 .00'
EXIS T ING R/W
E X IS T ING R /W
60.00'
EX
ISTIN
G
R/W
EX
ISTIN
G
R/W
6 0 .0 0 '
EXISTING R/W
EXISTING R/W
WOODED
WOODED
WOODED
WOODED
SR 1324 FLORENCE ROAD 18' BST
SR 1322 N. TRENT ROAD 17' BST
-BL- 2
-BL- 3
BST
BST
N 69°52'39" E230.93'EC M
EC M
HW
C O N C
N C G RI D
N A D 8 3 N A 2 0 11
L A R R Y M A S S E N G IL L , e t a l
DB 587 PG 274
MB 6 PG 53
P A M C A R F A R M S , L L C
DB 306 PG 447
DB 518 PG 710
A N D R E W M . B U E H L , J R ., e t a l
L A R R Y M A S S E N G IL L , e t a l
DB 587 PG 274
MB 6 PG 53
P A M C A R F A R M S , L L C
DB 306 PG 447
L A R R Y M A S S E N G IL L , e t a l
DB 587 PG 274
MB 6 PG 53
P A M C A R F A R M S , L L C
DB 306 PG 447
DB 337 PG 755
S T E V E N L A V A L L E E
DB 470 PG 147
1SBKD
01 00 04
01 02 03
04
038
+08.38
22'
T Y PINC24'
23'
-D E T - S T A . 2 1+0 0 .0 0END WALL
20
1510
3
4 5
F F F F
F
F F F F F F F F
-2
-2
-2
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0
0
0
0
1
1
1
1
1
1
1 1
1
1
1
1
1
11
11
1
1
1 1 1
1
1
1
1
11
1
1
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
22
2 2
2
2
2
2
2
2
2
2
2
2
2
2
22
2 2
2 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
222
2
2
2
2
2
2
2
2
2
2
2 2
2
2
2
2
2
2
22 22
2
22
2
2 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
222
2
2 22
2 2
2
2
2
22
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
22
2
2
2
2
2
2
2
2
2
2
2
2 2
2
2
2
3
3
3 3 3
3
3
3
3
3
3
3 3
3
3
3 33
3
3 3
3
3
3 3 3 3
3
3
3
3
3
3
3 3
3 3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3 3
3
3
3
3
3
3
3
33
3
33
3
3
3
3
3
3
3
3
3 3
3 3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3 3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
33
33 3
4
4
4
4
4
4
4
4
4
4
4
4
4
4444
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4444
4
4 4
4
4
4
4
4
4
4 4
4
4
4
4
4
4 4
4
4
4
4
4
4
44
4
4 4 4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4 4
4
4
4
4
4
4
4
4
4
4
4
4
4
4 4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5 5 5
5 5
5
555555
5
5
5
5
5
5
55
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6 6 6
6
66666
6
6
6
6
6
7 7 7
7777
8 8
88
89
(TYP)
KEYED IN 3.5'
CLASS II RIPRAP
1.5:1
1.5:1
DATE: 2/14/18
WSEL AND NWSEL= 0.1 FT PROFILE ALONG C.L.
SIDE OF BRIDGE
LOW STEEL ON LOW
SITE 1
7
PERMIT DRAWING
SHEET 10 OF 14
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
Office of:
Prepared in the NC FIRM LICENSE No: P-0339
(919) 732-6676 (FAX)
(919) 732-3883
Hillsborough, NC 27278
504 Meadowlands Drive
25-MAR-2019 12:29
B4593_Hyd_prm_psh_8_pfl.dgn
Patrick.Hartnett
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-LDET-FOR -L- PLAN, SEE SHEET 6
-LDET-FOR -L- PLAN, SEE SHEET 7
B-4593 9
10 11 12 13 14 15 16 17
-40
-30
-20
-10
0
10
20
30
40
50
-40
-30
-20
-10
0
10
20
-40
-30
-20
-10
0
10
20
30
40
50
-40
-30
-20
-10
0
10
20
30
40
50
18 19 20 21 22 23 24
PRO F E S S ION
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
PI = 12+70.00
EL = 8.38'
VC = 150'
K = 108
PI = 14+60.00
EL = 11.19'
VC = 160'K = 86
PI = 17+70.00
EL = 10.00'
(-)0 .3 8 3 9 %
VC = 100'K = 221
EL = 8.31
-LDET- STA 11+92.83
BEGIN GRADE
EL = 10.90
-LDET- STA 15+35+/-
BEGIN BRIDGE
EL = 10.36
-LDET- STA 16+75+/-
END BRIDGE
8.31
(+)0 .0 9 0 7 %(+)1.4 7 8 9 %(+)1.4 7 8 9 %(-)0 .3 8 3 9 %(-)0 .3 8 3 9 %
PI = 17+70.00
EL = 10.00'
VC = 100'K = 221 EL = 6.08
-LDET- STA 22+58.65
END GRADE
(-)0 .3 8 3 9 %(-)0 .8 0 2 2 %(-)0 .8 0 2 2 %
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
Office of:
Prepared in the NC FIRM LICENSE No: P-0339
(919) 732-6676 (FAX)
(919) 732-3883
Hillsborough, NC 27278
504 Meadowlands Drive
25-MAR-2019 12:29
B4593_Hyd_prm_psh_8_pfl.dgn
Patrick.Hartnett
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-LDET-FOR -L- PLAN, SEE SHEET 6
-LDET-FOR -L- PLAN, SEE SHEET 7
B-4593 9
10 11 12 13 14 15 16 17
-40
-30
-20
-10
0
10
20
30
40
50
-40
-30
-20
-10
0
10
20
-40
-30
-20
-10
0
10
20
30
40
50
-40
-30
-20
-10
0
10
20
30
40
50
18 19 20 21 22 23 24
PRO F E S S ION
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
FT
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= N/A
= N/A
= N/A
= N/A
= N/A
= N/A
= 3450
= 500+
= 4.6
=
= 02/14/2018
= 0.1
o
2.5' CAPS UTILIZED
SKEW = 90ELEV. 10.6'
STA 16+05 -LDET-
140' DETOUR BRIDGE
OF BRIDGE
AT LOW SIDE
LOW STEEL
ELEV. 3.0 FT
EXCAVATE TO
CLASS II RIPRAP
CLASS II RIPRAP
DATE: 2/14/18
WSEL = 0.1 FT
PROFILE ALONG C.L.
ELEV. 4.0 FT
EXCAVATE TO
1.5:1
1.5:1
REMOVED
TO BE
EXISTING STRUCTURE
SITE 1
6
PERMIT DRAWING
SHEET 11 OF 14
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
Office of:
Prepared in the NC FIRM LICENSE No: P-0339
(919) 732-6676 (FAX)
(919) 732-3883
Hillsborough, NC 27278
504 Meadowlands Drive
25-MAR-2019 12:29
B4593_Hyd_prm_psh_9.dgn
Patrick.Hartnett
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L-
-L-
10 11 12 13 14 15 16 17 18
-40
-30
-20
-10
0
10
20
30
40
50
18 19 20 21 22 23 24 25 26
-40
-30
-20
-10
0
10
20
30
40
50
FOR -L- PLAN, SEE SHEET 4
FOR -L- PLAN, SEE SHEET 5
-40
-30
-20
-10
0
10
20
-40
-30
-20
-10
0
10
20
30
40
50
B-4593 8
EL 5.85'
-L- STA 24+04.43, 210.47' RT
-BL- STA 31+46.00, 248' RT
BM #1:
PRO F E S S ION
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
Office of:
Prepared in the NC FIRM LICENSE No: P-0339
(919) 732-6676 (FAX)
(919) 732-3883
Hillsborough, NC 27278
504 Meadowlands Drive
25-MAR-2019 12:29
B4593_Hyd_prm_psh_9.dgn
Patrick.Hartnett
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
-L-
-L-
10 11 12 13 14 15 16 17 18
-40
-30
-20
-10
0
10
20
30
40
50
18 19 20 21 22 23 24 25 26
-40
-30
-20
-10
0
10
20
30
40
50
FOR -L- PLAN, SEE SHEET 4
FOR -L- PLAN, SEE SHEET 5
-40
-30
-20
-10
0
10
20
-40
-30
-20
-10
0
10
20
30
40
50
B-4593 8
EL 5.85'
-L- STA 24+04.43, 210.47' RT
-BL- STA 31+46.00, 248' RT
BM #1:
EL = 6.94
-L- STA 11+00.00
BEGIN GRADE
EL = 12.51
-L- STA 17+82.00
END BRIDGE
EL = 12.20
-L- STA 16+22.00
BEGIN BRIDGE
PI = 13+80.00
EL = 9.08'
(+)1.4 8 14 %
VC = 150'
K = 177
PI = 17+02.00
EL = 13.85'
(+)1.4 8 14 %(-)1.0 9 2 7 %
VC = 400'
K = 155
12.15
PI = 12+00.00
EL = 8.27'
(+)1.3 3 0 0 %(+)0 .4 5 0 0 %
VC = 150'
(+)0 .4 5 0 0 %
K = 170
EL = 5.35
-L- STA 26+00.00
END GRADEPI = 24+25.00
EL = 5.95'
(-)1.0 9 2 7 %
K = 20012.15
12.15
-L- STA 27+00.00
END MILLING AND PAVING
VC = 150'
(-)0 .3 4 2 9 %
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
FT
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= N/A
= N/A
= N/A
= N/A
= N/A
= N/A
= 3450
= 500+
= 4.6
=
= 02/14/2018
= 0.1
4.0' CAPS UTILIZED
SKEW = 90ELEV. 12.6'
STA 17+02 -L-1@55',1@50', 1@55' 36" GIRDER
o
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
Office of:
Prepared in the NC FIRM LICENSE No: P-0339
(919) 732-6676 (FAX)
(919) 732-3883
Hillsborough, NC 27278
504 Meadowlands Drive
25-MAR-2019 12:29
B4593_HYD_xpl_det.dgn
Patrick.Hartnett
PROJ. REFERENCE NO.SHEET NO.0
10 10
20 20
0 013+00.00
10 10
20 20
0 013+50.00
10 10
20 20
0 014+00.00
10 10
20 20
0 014+50.00
X-2B-4593
-L-
5 10
PLANS
REDLINE DRAINAGE
APRIL 25, 2018
WETLANDS
WETLANDS
8.23
- LDET -
STA 12+00.72
OFF 13.49'
0.0030.003
2:18.23
3 :1
0 .0 2 00.0 2 0
- LDET -
STA 12+00.72
OFF 13.49'
2:1
WETLANDS
WETLANDS
8.48
- LDET -
STA 12+51.30
OFF 20.39'
0 .0 1 90.0 1 8
2:18.48
3 :12:1 0 .0 2 00.0 2 0
- LDET -
STA 12+51.30
OFF 20.39'
WETLANDS
WETLANDS
8.87
- LDET -
STA 13+01.90
OFF 27.59'
0 .0 4 00.0 3 9
6.17
2:1
8.87
3 :1
0.0060.0 2 0
- LDET -
STA 13+01.90
OFF 27.59'
2:1
WETLANDS
WETLANDS
9.27
- LDET -
STA 13+52.32
OFF 34.07'
3:1 0 .0 4 10.0 4 1 2:1
9.27 3 :1
0 .0 130.0 2 0
- LDET -
STA 13+52.32
OFF 34.07'
2:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
Office of:
Prepared in the NC FIRM LICENSE No: P-0339
(919) 732-6676 (FAX)
(919) 732-3883
Hillsborough, NC 27278
504 Meadowlands Drive
25-MAR-2019 12:29
B4593_HYD_xpl_det.dgn
Patrick.Hartnett
PROJ. REFERENCE NO.SHEET NO.0
10 10
20 20
0 015+00.00
10 10
20 20
0 015+50.00
10 10
20 20
0 016+00.00
0 0
10 10
20 20
-10 -10
16+50.00
X-3B-4593
-L-
5 10
PERMIT DRAWING
SHEET 12 OF 14
WETLANDS
WETLANDS
9.69
- LDET -
STA 14+02.58
OFF 39.16'
3:1 0 .0 4 10.0 4 1 2:1
9.69
0 .0 2 00.0 2 0
- LDET -
STA 14+02.58
OFF 39.16'
2:1 3 .1:1
WETLANDS
WETLANDS 10.17
- LDET -
STA 14+52.72
OFF 42.88'
3:1 0 .0 4 00.0 4 0 2:1
10.17
3 :1
0 .0 2 00.0 2 0
- LDET -
STA 14+52.72
OFF 42.88'
2:1
WETLANDS
WETLANDS 10.72
- LDET -
STA 15+02.78
OFF 45.23'
2:13:1 0 .0 4 00.0 4 0
10.72
3 :1
0 .0 2 00.0 2 0
- LDET -
STA 15+02.78
OFF 45.23'BEGIN BRIDGE -L- STA. 16+22.00
2:1
1.97
- LDET -
STA 15+52.79
OFF 46.22'
0 .0 4 00.0 4 0
1.97
0 .0 2 00.0 2 0
- LDET -
STA 15+52.79
OFF 46.22'
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
Office of:
Prepared in the NC FIRM LICENSE No: P-0339
(919) 732-6676 (FAX)
(919) 732-3883
Hillsborough, NC 27278
504 Meadowlands Drive
25-MAR-2019 12:29
B4593_HYD_xpl_det.dgn
Patrick.Hartnett
PROJ. REFERENCE NO.SHEET NO.0
0 0
10 10
20 20
-10 -10
17+00.00
10 10
20 20
0 0
17+50.00
10 10
20 20
0 018+00.00
10 10
20 20
0 018+50.00
X-4B-4593
-L-
5 10
PERMIT DRAWING
SHEET 13 OF 14
-9.57
- LDET -
STA 16+02.79
OFF 46.15'
0 .0 4 00.0 4 0
-9.57
0 .0 2 00.0 2 0
- LDET -
STA 16+02.79
OFF 46.15'
0.42
- LDET -
STA 16+52.79
OFF 46.02'
0 .0 4 00.0 4 0
0.42
0 .0 2 00.0 2 0
- LDET -
STA 16+52.79
OFF 46.02'
END BRIDGE -L- STA. 17+82.00
WETLANDS
WETLANDS
10.84
- LDET -
STA 17+02.79
OFF 45.45'
2:13:1 0 .0 4 00.0 4 0
10.84
3 :1
0 .0 2 00.0 2 0
- LDET -
STA 17+02.79
OFF 45.45'
2:1
WETLANDS
WETLANDS 10.53
- LDET -
STA 17+52.83
OFF 43.55'
3:1 0 .0 3 50.0 3 5 2:1
10.53
3 :1
0 .0 2 00.0 2 0
- LDET -
STA 17+52.83
OFF 43.55'
2:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
Office of:
Prepared in the NC FIRM LICENSE No: P-0339
(919) 732-6676 (FAX)
(919) 732-3883
Hillsborough, NC 27278
504 Meadowlands Drive
25-MAR-2019 12:29
B4593_HYD_xpl_det.dgn
Patrick.Hartnett
PROJ. REFERENCE NO.SHEET NO.0
10 10
20 20
0 019+00.00
10 10
20 20
0 019+50.00
10 10
20 20
0 020+00.00
10 10
20 20
0 020+50.00
X-5B-4593
-L-
5 10
PLANS
REDLINE DRAINAGE
APRIL 25, 2018
3 :13:1 3:13:1WETLANDS
WETLANDS
10.26
- LDET -
STA 18+02.93
OFF 40.35'
0 .0 1 50.0 14
2:13:1
10.26 3 :1
0 .0 2 00.0 11
- LDET -
STA 17+02.93
OFF 40.35'
2:1
WETLANDS
WETLANDS
9.88
- LDET -
STA 18+53.06
OFF 36.85'
0.0060.007
2:1
3:1
9.88 3 :1
0 .0 2 00.007
- LDET -
STA 18+53.06
OFF 36.85'
2:1
WETLANDS
WETLANDS
9.45
- LDET -
STA 19+03.17
OFF 33.43'
0 .0 2 70.0 2 8
2:1
3:1
9.45 3 :1
0 .0 2 60.0 2 6
- LDET -
STA 19+03.17
OFF 33.43'
2:1
WETLANDS
WETLANDS
9.12
- LDET -
STA 19+53.01
OFF 31.04'
2:1
3:1 0 .0 4 00.0 4 0
9.12 3 :1
0 .0 4 40.0 4 4
- LDET -
STA 19+53.01
OFF 31.04'
2:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
Office of:
Prepared in the NC FIRM LICENSE No: P-0339
(919) 732-6676 (FAX)
(919) 732-3883
Hillsborough, NC 27278
504 Meadowlands Drive
25-MAR-2019 12:29
B4593_HYD_xpl_det.dgn
Patrick.Hartnett
PROJ. REFERENCE NO.SHEET NO.0
10 10
20 20
0 021+00.00
10 10
20 20
0 021+50.00
10 10
20 20
0 022+00.00
10 10
20 20
0 022+50.00
X-6B-4593
-L-
5 10
PLANS
REDLINE DRAINAGE
APRIL 25, 2018
WETLANDS
WETLANDS
8.88
- LDET -
STA 20+02.06
OFF 28.87'
2:1
3:1 0 .0 4 00.0 4 0
8.88 3 :1
0 .0 6 00.0 6 0
- LDET -
STA 20+02.06
OFF 28.87'
2:1
WETLANDS
WETLANDS
8.61
- LDET -
STA 20+51.20
OFF 26.37'
2:1
0 .0 4 00.0 4 0
8.61 3 :1
0 .0 6 00.0 6 0
- LDET -
STA 20+51.20
OFF 26.37'
2:1
WETLANDS
WETLANDS
8.19
- LDET -
STA 21+00.45
OFF 23.55'
0 .0 3 90.0 3 9
2:1
8.19 3 :1
0 .0 6 00.0 6 0
- LDET -
STA 21+00.45
OFF 23.55'
2:1
WETLANDS
WETLANDS
7.58
- LDET -
STA 21+49.82
OFF 20.41'
0 .0 3 90.0 3 9
2:17.58 3 :1
0 .0 5 40.0 5 4
- LDET -
STA 21+49.82
OFF 20.41'
2:1
Hand Existing Existing
Temp Permanent 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 12+25 to 22+37 -L- LT Roadway Fill Slope < 0.01 0.10
1 11+24 to 22+76 -L- RT Roadway Fill Slope 0.09 0.04
1 15+97 to 16+28 -L- LT Rip Rap < 0.01*8.00
1 11+12 to 22+04 -L_DET_ RT Detour Fill Slope 0.15 0.18
TOTALS*:0.15 0.09 0.00 0.00 0.32 < 0.01* 0.00 8.00 0.00 0.00
Revised 2016 09 09 SHEET 14 OF 14
03/25/2019
PAMLICO COUNTY
NC DEPARTMENT OF TRANSPORTATION
B-4593
**Rounded totals are sum of actual impacts**
NOTES:
0.09 acre of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures.
>0.01 acre of Permanent Surface water impacts due to bents
*Permanent SW impacts = 143 sf
WETLAND AND SURACE WATER IMPACTS SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
DIVISION OF HIGHWAYS
BRIDGE REPLACEMENT ON NC 55 OVER TRENT
CREEK
SHEET 1 OF 5
BUFFER DRAWING
BUFFER IMPACTS PERMIT
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
0
0
PROFILE (HORIZONTAL)
38422.2.1
38422.3.1 CONST.
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.TOTAL
SHEETS
N.C.
SHEET1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
09/08/99
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
25-MAR-2019 11:23
B4593_Hyd_prm
_buf_tsh.dgn
Patrick.Hartnett
CONTRACT:
TIP PROJECT:
A
R
T
M
EN N
A
S
O H
DEP
T
O F T R A S P OR T
T IO
N
T ATE O F N R T
C
AROLIN
A
FIRM NO. P-0339
Prepared in the Office of:
www.summitde.net
Fax: (919) 732-6776
Voice: (919) 732-3883
Hillsborough, NC 27278-8551
504 Meadowland Drive
MPHV=DET
505025
50 25
10 5 10 20
10050
100
GRADING, DRAINAGE, PAVING AND STRUCTURE.
B-4593
VICINITY MAP
MAJOR COLLECTOR
REGIONAL TIER
8600
8
55
9
* TTST =2%DUAL =7%
B-4593
B-4593
PROJECT
60
50
38422.1.2
BRIDGE NO. 38 ON NC 55 OVER TRENT CREEK
BEGIN BRIDGE
END BRIDGE
4,6 5,7
-L- STA. 11+00.00
END BRIDGEBEGIN BRIDGE
-L- STA. 26+00.00
TOTAL LENGTH OF TIP PROJECT B-4593 = 0.284 MILES
LENGTH ROADWAY TIP PROJECT B-4593 = 0.254 MILES
LENGTH STUCTURE TIP PROJECT B-4593 = 0.030 MILES
2040
TO B A YBO RO
TO O RIEN TA L
R I V E R
R IVER
BAY
Stonewall
Trent
Church
CentralSchool
Trent
Creek
Trent
Creek
Chapel
55
55
55
Bayboro
Main
St.
Gibbtown
55
55
Callisons
Merritt
Trent
Cr.
BAY
Prong
S o ut h
N orth
Prong
pop. 282
304
2018 STANDARD SPECIFICATIONS
2019 5576
PE
-L- NC 55
-D E T -
TRENT CREEK
TRENT CREEK
SR 1324
SR 1322
B A Y RI V E R
NCDOT CONTACT:DAVID STUTTS, PE
BEGIN TIP PROJECT B-4593
END TIP PROJECT B-4593
See Sheet 1C-1 For Survey Control Sheet See Sheet 1B For Conventional Plan Sheet SymbolsSee Sheet 1A For Index of Sheets
MAY 21, 2019
C204217
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
NOVEMBER 1, 2018
R/W, Utilities
N C G RI D
N A D 8 3 N A 2 0 11
-L- STA. 27+00.00
END CONSTRUCTION
-L- STA. 16+22.00
-L- STA. 17+82.00
---
BRANDON W. JOHNSON, PE
FAITH E. JAHNKE, PE
PRO F E S S IO
N
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
PAMLICO COUNTY
-Y1- STA. 11+37.94
END CONSTRUCTION
-LDET- STA. 15+35.00 -LDET- STA. 16+75.00
P ILE WALL P R OP OS E D S H E E T
1002
1203
1209
1209
1342
1337
1337
1334
1336
1212
1335
1315
1336
1335
1334
1324
1333
1322
1316
1323
1324
1322
W ater Street
C h i n c h i l l a D r i v e
Rowe Road
Ca lliso n R o a d
Spruill Road
Trent Road
F lo rence Road
Gibbtown RoadGibbtown R oa d
Sp a in F a rm R o ad
M
cCotter Road
A llig a to r C re e k R o a d
Road
Seawell Farm
+07
+97
+97
+07
SHEET 2 OF 5
BUFFER DRAWING
2/CONST. 4
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
ON THIS SHEET
IMPACTS APPEAR GRAY
DETOUR BUFFER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIO
NS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-4593
8/17/99
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 5)
FOR PROFILE, SEE SHEET 8
FOR ONSITE DETOUR, SEE SHEET 6
32'
24'
-L- STA. 16+22.00
BEGIN BRIDGE -L- STA. 17+82.00
END BRIDGE
-L- STA. 18+06.17
END APP. SLAB-L- STA. 15+97.83
BEGIN APP. SLAB
SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP
02
0202
02 F-F 12'
12'
4'
4'
R/W REV: REMOVED ROW, ADDED TCE, ADDED PDE ON PARCELS 1, 2, 3, AND 4. - FEJ 190131
25-MAR-2019 11:23
Patrick.Hartnett
SEE SHEETS S-1 THRU S-42 FOR STRUCTURES PLANS
PRO F E S S ION
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
10
15
-L-
-L- STA. 11+00.00
BEGIN PROJECT TIP B-4593
-L- STA 17+82.00
END BRIDGE
-L- STA 16+22.00
BEGIN BRIDGE
SE = RC
RO = 54'
PI Sta 11+90.14
D
L = 380.21'
T = 190.14'
R = 7,860.00'
-L-
-L- STA 15+97.83
BEGIN APPROACH SLAB
-L- STA 18+06.17
END APPROACH SLAB
-L- PT Sta. 13+80.21-L- PC Sta. 10+00.00BEGIN CONSTRUCTION
027
004
02
02
0200
00 02
02
24'
01
01 01
8 :1
8 :1
24'
+37.80
T YPINC
2 7 '
02
02
4' PS
4' PS
02
0212'
12'
8 :1
GREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
TYPE-III
TYPE-III
TYPE-III
TYPE-III
99.00 RT+02.00 -L-99.00 RT+50.00 -L-
EX R/W
43.00 RT+00.00 -L-
1
1
2
3
4
+25.00 -L-
EX R/W
50.00 LT
+63.00 -L-
88.00 LT
103.00 LT
+84.00 -L-
88.00 LT
103.00 LT
+00.00 -L-
88.00 LT
+80.00 -L-
88.00 LT
+44.00 -L-
(EX R/W)
63 RT
+22.00 -L-
(EX R/W)
63.00 RT
55.00 RT+91.00 -L-
EX R/W
50.00 RT+17.00 -L-
EX R/W
50.00 RT+86.00 -L-
52.00 RT+00.00 -L-
EX R/W
48.00 LT+21.00 -L-
EX R/W
46.00 LT+28.00 -L-
110 114
TRENT CREEK
TRENT CREEK
N C H WY 5 5 2 4 ' B S T N C H WY 5 5 2 4 ' B S T
N C G RI D
N A D 8 3 N A 2 0 11
T
T
C
A R V A R V
60.00'
E X IS T IN G R /W
E X IS T IN G R /W
WO O D E D
WOODED
WOODED
VIOLET MOLLANO
DB 352 PG 25
WOODED
WOODED
WOODED
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
WOODED
WOODED
WOODED
JAMES BRINSON, et ux
DB 213 PG 649
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 041.98'+97.5677
0403
0405
0401
0402 0406
0407
C
C
C
C
CC CC
C
C
C
0404
TYPE-III
TYPE-III
TYPE-III
TYPE-III
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI15" RCP-III 15" RCP-III
15" RCP-III
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
Geotextile
Ground
Natural
1' Thickness
SHEET 3 OF 5
BUFFER DRAWING
3/CONST. 6
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
ON THIS SHEET
IMPACTS APPEAR GRAY
-L- PROPOSED BUFFER
30'
SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP
04
F-F 11'
11'
-LDET- STA. 16+75.00
END BRIDGE
4'
4'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIO
NS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6B-4593
8/17/99
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 7)
FOR PROFILE, SEE SHEET 9
FOR -L- LINE, SEE SHEET 4
R/W REV: REMOVED ROW, ADDED TCE, ADDED PDE ON PARCELS 1, 2, 3, AND 4. - FEJ 190131
25-MAR-2019 11:23
Patrick.Hartnett
-LDET- STA. 15+35.00
BEGIN BRIDGE
22'
22'
PRO F E S S ION
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
04
P I S t a 10 +9 9 .7 4D
L = 19 9 .2 9 'T = 9 9 .7 4 'R = 1,8 4 0 .0 0 '
PI Sta 14+34.46
D
L = 269.85'
T = 135.16'
R = 1,840.00'
PI Sta 17+24.58
D
L = 123.64'
T = 61.84'
R = 1,840.00'
10
15
SE = 04 SE = 04SE = 0 4
-LDET-
R O = 9 6 ' RO = 96'RO = 96'
-LDET- STA. 11+92.83
BEGIN GRADE
-LD E T -
-LDET- STA 16+75.00
END BRIDGE
-LDET- STA 15+35.00
BEGIN BRIDGE
-LDET- PC STA 10+00.00
-L- POC STA 11+00.00=
BEGIN DETOUR CONSTRUCTION
-L-
-LDET- PT Sta. 11+99.29
-LDET- PC Sta. 12+99.29
-LDET- PT Sta. 15+69.14
-LDET- PC Sta. 16+62.74
-LDET- PT Sta. 17+86.38
TEM P G RE U TL-3
TEM P TYP E -III
TEM P TYP E -III
TEM P TYP E-IIITEMP G REU TL-3
TEM P TYP E-III
110 114
TRENT CREEK
TRENT CREEK
N C H WY 5 5 2 4 ' B S T N C H WY 5 5 2 4 ' B S T
ALONG CREEK
N C G RI D
N A D 8 3 N A 2 0 11
T
T
C
-E L-
-EL-S 71°23'48" W317.97'S 8 9°2 5'0 0" E
17 5.6 8'
S 6 8 °5 0 '5 4 " E
5 9 .5 2 'S 5 0 °3 4 '12 " E113.2 3 '
S 37°22'31" E99.53'
S 39°25 '01" W
266 .85 '
PROPERTY LINE ALONG M
EAN HIGH W
ATER M
ARK OF TRENT CREEK
W
ATER M
ARK OF TRENT CREEK
PROPERTY LINE ALONG M
EAN HIGH
60.00'
E X IS T IN G R /W
E X IS T IN G R /W
WO O D E D
WOODED
WOODED
VIOLET MOLLANO
DB 352 PG 25
WOODED
WOODED
WOODED
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
WOODED
WOODED
WOODED
JAMES BRINSON, et ux
DB 213 PG 649
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 0
WATER MARK OF TRENT CREEK
PROPERTY LINE ALONG MEAN HIGH
SWAMP 1984
NCGS MONUMENT
W
ATER M
ARK OF TRENT CREEK
PROPERTY LINE ALONG M
EAN HIGH
007
00
01
02
03
04
04 03 0222'
T YP
IN C
2 4 '
+33.56
2 5 :1
2 5 :125:1
2 5 :1
23'
P IL E WA L L P R O P O S E D S H E E T
-DET- STA. 12+80.00
BEGIN WALL
-DET- STA. 16+70.90
BEGIN WALL
10
15
99.00 RT+02.00 -L-99.00 RT+50.00 -L-
EX R/W
43.00 RT+00.00 -L-
1
1
2
3
4
+25.00 -L-
EX R/W
50.00 LT
+63.00 -L-
88.00 LT
103.00 LT
+84.00 -L-
88.00 LT
103.00 LT
+00.00 -L-
88.00 LT
+80.00 -L-
88.00 LT
+44.00 -L-
(EX R/W)
63 RT
+22.00 -L-
(EX R/W)
63.00 RT
55.00 RT+91.00 -L-
EX R/W
50.00 RT+17.00 -L-
EX R/W
50.00 RT+86.00 -L-
52.00 RT+00.00 -L-
EX R/W
48.00 LT+21.00 -L-
EX R/W
46.00 LT+28.00 -L-
0601
0602
0603
0604
DETAIL 6-1
( Not to Scale)
Fill Slope3:1 or FlatterTOE PROTECTION
6 7 S Y G e o t e xtileType o f Lin e r =3 3 TO N S C la s s B Rip -Ra p
5'4.5'
F RO M S TA . 12 +2 0 TO S TA . 12 +8 0 -L D ET- RT
TE M P TY P E -III
TE M P TY P E -II I
T E M P T YP E -I II
T E M P T YP E -I II EX R/W
50.00 RT
+17.00 -L-
EX R/W
50.00 RT+86.00 -L-
TEMP TB 2GITEMP 2GI
+95+15
F
F F
F
F F F
F F F F F
F
F F F F F F F F
Site Station Structure
No. (From/To) Size / Type
1 15+37 -L- LT to 18+09 -L- LT Proposed Bridge X 425 373 798
1 16+09 -L- RT to 18+12 -L- RT Detour Bridge X 1371 880 2251
1
1
1
1
1796 1253 3049 00000
NOTES:
Revised 2018 Feb SHEET 4 OF 5
ALLOWABLE MITIGABLE
3/25/2019
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
BRIDGE REPLACEMENT ON NC HWY 55 BYPASS
OVER TRENT CREEK
PAMLICO COUNTY
B-4593
BUFFER
REPLACEMENT
IMPACTS
RIPARIAN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TOTALS*:
ROAD
CROSSING BRIDGE PARALLEL
IMPACT ZONE 1
(ft2)
ZONE 2
(ft2)
TYPE
ZONE 1
(ft2)
ZONE 2
(ft2)
1 15+37 to 18+09 -L- LT 22 73
1 16+09 to 18+12 -L- RT 597 389
619 462
Revised 2018 Feb SHEET 5 OF 5
B-4593
BRIDGE REPLACEMENT ON NC HWY 55 BYPASS
OVER TRENT CREEK
PAMLICO COUNTY
WETLANDS IN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3/25/2019
WETLANDS IN
BUFFERS
SITE NO. STATION (FROM/TO)
TOTAL:
Rev. Jan 2009
Site Station Structure
No.(From/To)Size / Type
1 15+37 -L- LT to 18+09 -L- LT Utility Relocation X 2092 1392 3484
2092 1392 3484 00000
NOTES:
Revised 2018 Feb SHEET 2 OF 3
ALLOWABLE MITIGABLE
4/2/2019
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
BRIDGE REPLACEMENT ON NC HWY 55 BYPASS
OVER TRENT CREEK
PAMLICO COUNTY
B-4593
BUFFER
REPLACEMENT
IMPACTS
RIPARIAN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TOTALS*:
ROAD
CROSSING BRIDGE PARALLEL
IMPACT ZONE 1
(ft2)
ZONE 2
(ft2)
TYPE
ZONE 1
(ft2)
ZONE 2
(ft2)
1 15+37 to 18+09 -L- LT 2092 1392
2092 1392
Revised 2018 Feb SHEET 3 OF 3
WETLANDS IN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
4/2/2019
WETLANDS IN
BUFFERS
SITE NO. STATION (FROM/TO)
TOTAL:
B-4593
BRIDGE REPLACEMENT ON NC HWY 55 BYPASS
OVER TRENT CREEK
PAMLICO COUNTY
Rev. Jan 2009
B-4593 Utility Narrative
Pamlico County, North Carolina
Updated April 16, 2019
Duke Energy
Contact Information: Alex Craig (919) 399-3081 ext. 7304
alex.craig@duke-energy.com
Duke Energy will be changing out (2) poles for taller poles, placing (5) new poles in the new PUE
acquired north of NC Hwy 55, removing (5) existing poles north of NC Hwy 55, placing (1) new pole
south of NC Hwy 55, and installing (11) and replacing (1) guys and anchors.
Wetland areas will be impacted by the installation of five new poles and 11 guys and anchors in the
wetland areas and the clearing required. The clearing for the proposed power lines will be 30 feet wide
(15 feet on each side of the lines), and the hand clearing impacts total 0.66 acres. There are also 15
square feet of utility pole impacts are attributed to Duke Energy. Additionally, Duke energy guy
wires/anchors account for 33 square feet of impacts.
CenturyLink
Contact Information: Rod Medlin (252) 413-7711
rod.m.medlin@centurylink.com
CenturyLink will be removing (2) poles, installing (4) guys and anchors, and abandoning buried cables
south of NC Hwy 55. The replacement copper and fiber cables will be placed on the north side on NC
Hwy 55 both buried in the R/W, and aerially west of the project, then both aerially attached to the new
Duke poles inside the project, then riser down the existing pole at Florence Road, and buried under NC
Hwy 55 to an existing handhole south of NC Hwy 55.
Wetland areas will be impacted by the installation of (2) guys and anchors in the wetland which account
for 6 square feet of impacts.
Spectrum
Contact Information: Stan Ramsay (252) 725-1141
stan.ramsay@pintechcorp.com
Spectrum will be abandoning buried cable south of NC Hwy 55, and removed from the aerial crossing
attached to CenturyLink’s poles (to be removed). Spectrum will be attaching to Duke’s new poles north
of NC Hwy 55, and to Duke’s existing poles until they are east of Florence Rd. Then, they will go buried
under NC Hwy 55 to tie back into their existing facilities west of N Trent Rd. Spectrum will be installing
(4) guys and anchors.
Wetland areas will be impacted by the installation of (3) guys and anchors in the wetland areas which
account for 9 square feet of impacts.
Bay River Metropolitan Sewer
Contact Information: Eric Harper - (252) 670-4055 - (252) 745-4812 (office)
ericbayriver@gmail.com
Chris Venters (252) 670-8236
venters.brmsd@gmail.com
Bay River Metropolitan Sewer will be abandoning approximately 1184 LF of 6-inch PVC sanitary sewer
forcemain north on the northside of NC Hwy 55. The abandoned segment will be replaced by
approximately 230 LF of 8-inch PVC forcemain, 970 LF of 10-inch HDPE forcemain, two 8-inch insertion
valves, 2 8-inch 11.25-degree bends, one 8-inch 22.5 degree bends, two combination air valve and
vaults, and two 10”x8” HDPE Reducers with 8” MJ Adaptors. The new segment will connect to the
existing sanitary sewer forcemain east and west of the bridge. The proposed forcemain will cross
underneath Trent Creek (maintaining a 20’ minimum separation below the bottom of the channel) with
970 LF of directionally drilled 10-inch HDPE. The sanitary sewer directional drilling will require a 35’x25’
bore pit west of the bridge and utilize the 35’x20’ bore pit for the waterline relocation’s eastern crossing
of NC Hwy 55 as a receiving pit. A combination air valve and vaults will be installed on both sides of the
directional boring. Wetland areas will be impacted by the installation of the combination air valve and
vault east of the bridge for a total impact of 34 sf. It is important to note that the 35’x20’ bore and
receiving pit will also impact the wetland areas, but this impact is attributed to the water relocation
(outlined below).
Pamlico County Water
Contact Information: Jeff Sanders (252) 670-7519, (252) 745-5453 (office)
jeff.sanders@pamlicocounty.org
Paul Campbell (252) 670-2037, (252) 745-5453 (office)
paul.campbell@pamlicocounty.org
Pamlico County Water will be removing/abandoning approximately 1111 feet of 8-inch PVC waterline on
the south side of NC Hwy 55. The existing waterline is suspended from the existing bridge. This segment
will be removed. The removed/abandoned segment of waterline will be replaced with approximately
270 LF of 8-inch PVC, 950 LF of 10” HDPE, two 8-inch insertion valves, three 8-inch 90-degree bends, an
8-inch 22.5-degree bend, an 8-inch 45-degree bend, and two 10”x8” HDPE Reducers with 8” MJ
Adaptors. The new segment will cross NC Hwy 55 West and East of the bridge, requiring 36 and 45 LF of
16-inch steel casing respectively. The steel casing will be bore and jacked which will require a 35’x15’
bore pit at the west crossing and a 35’x20’ bore pit at the east crossing. Both bore pits will be north of
NC Hwy 55. The new segment will connect to the existing waterline at the crossings of NC Hwy 55 which
will require 15’x15’ receiving pits at both locations. The proposed waterline will cross underneath Trent
Creek (maintaining a 20’ minimum separation below the bottom of the channel) with 950 LF of
directionally drilled 10-inch HDPE. The waterline directional drilling will utilize the 35’x25’ bore pit west
of the bridge used to directionally drill the sanitary sewer and require a 15’x15’ receiving pit east of the
bridge. Wetland areas will be impacted by the bore pits at both crossings of NC Hwy 55 (north of NC
Hwy 55) and the receiving pit north of NC Hwy 55 and east of the bridge. These impacts total 727 sf.
Hand Existing Existing
Temp Permanent 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)
2 10+00 to 16+30 -L- LT & RT Utility Easement 0.31
2 10+00 to 16+30-L- LT & RT Utility Poles and Guys < 0.01 **
2 10+45 to16+65 -L- LT Water Main <0.01***
3 17+25 to 22+80 -L- LT Utility Easement 0.34
3 17+75 to 21+00 -L- LT Utility Poles and Guy Wires < 0.01 **
3 21+85 to 21+95 -L- LT Sanitary Sewer Force Main < 0.01 *
3 21+45 to 21+90 -L- LT Water Main 0.01
TOTALS*: 0.00 0.00 0.02 0.00 0.65 0.00 0.00 0.00 0.00 0.00
Revised 2016 09 09 SHEET 1 OF 3
WETLAND AND SURACE WATER IMPACTS SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
**Rounded totals are sum of actual impacts**
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
4/23/2019
PAMLICO COUNTY
B-4593
BRIDGE REPLACEMENT ON NC 55 OVER TRENT
CREEK
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
0
0
PROFILE (HORIZONTAL)
38422.2.1
38422.3.1 CONST.
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
09/08/99
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
24-APR-2019 11:07
B4593_Rdy_tsh.dgn
faith.jahnke
CO
N
TRACT:
TIP PROJECT:
A
R
T
M
EN N
A
S
O H
D
E
P
T
O F T R A S P OR T
T
IO
N
T
ATE O F N R T
C
AROLIN
A
FIRM NO. P-0339
P r e p a r e d i n t h e O f f i c e o f :
www.summitde.net
Fax: (919) 732-6776
V o ic e : (9 1 9 ) 7 3 2 -3 8 8 3 H ills b o r o u g h , N C 2 7 2 7 8 -8 5 5 1 504 Meadowland Drive
MPHV=DET
505025
50 25
10 5 10 20
10050
100
GRADING, DRAINAGE, PAVING AND STRUCTURE.
B-4593
VICINITY MAP
MAJOR COLLECTOR
REGIONAL TIER
8600
8
55
9
* TTST =2%DUAL =7%
B-4593
B-4593
PROJECT
60
50
38422.1.2
BRIDGE NO. 38 ON NC 55 OVER TRENT CREEK
BEGIN BRIDGE
END BRIDGE
4,6 5,7
-L- STA. 11+00.00
END BRIDGEBEGIN BRIDGE
-L- STA. 26+00.00
TOTAL LENGTH OF TIP PROJECT B-4593 = 0.284 MILES
LENGTH ROADWAY TIP PROJECT B-4593 = 0.254 MILES
LENGTH STUCTURE TIP PROJECT B-4593 = 0.030 MILES
2040
TO B A YB O RO
TO O RIEN TA L
R I V E R
R IVER
BAY
Stonewall
Trent
Church
Central
School
Trent
Creek
Trent
Creek
Chapel
55
55
55
Bayboro
Main
St.
Gibbtown
55
55
Callisons
Merritt
Trent
Cr.
BAY
Prong
S o u t h
N o r th
Prong
pop. 282
304
2018 STANDARD SPECIFICATIONS
2019 5576
PE
-L- NC 55
-D E T -
TRENT CREEK
TRE
NT CREEK
SR 1324
SR
1322
B A Y RI V E R
NCDOT CONTACT:DAVID STUTTS, PE
BEGIN TIP PROJECT B-4593
END TIP PROJECT B-4593
See Sheet 1C-1 For Survey Control Sheet See Sheet 1B For Conventional Plan Sheet SymbolsSee Sheet 1A For Index of Sheets
C204217
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
NOVEMBER 1, 2018
R/W, Utilities
N C G RI D
N A D 8 3 N A 2 0 11
-L- STA. 27+00.00
END CONSTRUCTION
-L- STA. 16+22.00
-L- STA. 17+82.00
---
BRANDON W. JOHNSON, PE
FAITH E. JAHNKE, PE
PRO F E S S IO
N
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
PAMLICO COUNTY
-Y1- STA. 11+37.94
END CONSTRUCTION
-LDET- STA. 15+35.00 -LDET- STA. 16+75.00
JULY 17, 2019
1002
1203
1209
1209
1342
1337
1337
1334
1336
1212
1335
1315
1336
1335
1334
1324
1333
1322
1316
1323
1324
1322
W ater Street
C h i n c h i l l a D r i v e
Rowe Road
C a llis o n R o a d
Spruill Road
Trent Road
F lo rence Road
Gibbtown RoadGibbtown R oa d
S p a in F a rm R o a d
M
cCotter Road
A l lig a t o r C re e k R o a d
Road
Seaw
ell Farm
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
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
C
F
Existing Easement Line
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;
z
v
W
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}
T
p
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
v v
Drainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
*S.U.E. = Subsurface Utility Engineering
WLB
EIPBECM
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.
B-4593
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
TUE
DUE
AUE
CRProposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
C
A
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
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Secondary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
New Right of Way Line
Concrete or Granite R/W Marker
New Right of Way Line with
Concrete C/A Marker
New Control of Access Line with
New Control of Access
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
12/2/2016
Computed Property Corner RIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
1B
(919) 732-6676 (FAX)
(919) 732-3883
Hillsborough, NC 27278
504 Meadowlands Drive
NC FIRM LICENSE No: P-0339
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2A-1B-4593
PAVEMENT DESIGN
6/2/99
24-APR-2019 11:07
B4593_Rdy_typ.dgn
faith.jahnke
POINT
GRADE
0 .0 2 0 .0 2 0 .0 8
-L-CL
0 .0 8 6 :1 4:1
X-SECTIONS
SEE
SLOPE
VARIABLE
3:1
6 :1 X-SECTIONS
SEE
SLOPE
VARIABLE
6 :1
POINT
GRADE
0 .0 2 0 .0 2
TYPICAL SECTION NO. 1
0 .0 8
-L-CL
0 .0 8 6 :1 4:1
X-SECTIONS
SEE
SLOPE
VARIABLE
3:1
6 :1 X-SECTIONS
SEE
SLOPE
VARIABLE
6 :1
MILL EX. PAVEMENT
25’/inch of surface lift
INCIDENTAL MILLING PAVEMENT KEY-IN DETAIL (TIE-IN)
PAVEMENT
EXISTING
MILLING.
IS NOT PLACED ON THE SAME DAY AS
THE FINAL LAYER OF SURFACE COURSE
MILLING TO ENSURE SMOOTH TRAVEL IF
WILLBE REQUIRED IMMEDIATELY AFTER
NOTE: A TEMPORARY ASPHALT WEDGE
V
TO ENSURE A PROPER TIE-IN.
GRADE MAY BE ADJUSTED BY ENGINEER
STATION RANGES ARE APPROXIMATE ONLY.
1.5"
MIN.
1.5"
-L- STA 26+62.50 TO 27+00.00-L- STA 11+00.00 TO 11+37.50
UW
E1T
C1
E1 T
E1T T
/// /// /// ///
MIN.
U
MIN.MIN.
MIN.
Detail Showing Method of Wedging
C SURVEY L
C1 C3 D2 E2E2D2
C1
2.5"2.5"
D1 D1
3.0"3.0"
12’
P.S.
4’
12’
11’ w/ GR
6’
11’ w/ GR
-L- (NC 55)
12’ MIN.
P.S.
4’
8’8’
EXIST PAVEMENT
12’12’
11’ w/ GR
6’
11’ w/ GR
-L- (NC 55)
12’ MIN.8’8’
GRADE TO THIS LINE
TYPICAL SECTION NO. 2
USE TYPICAL SECTION NO. 1
USE TYPICAL SECTION NO. 2
GRADE TO THIS LINE GRADE TO THIS LINE
9.5"
9.5"9.5"
-L- STA 21+50.00 TO STA 26+00.00
-L- STA 11+00.00 TO STA 14+50.00
C2
C2 C2
4’ PS 4’ PS
D1 D1
D1
POINT
GRADE
CL
UW
C1
EXIST PAVEMENT
12’12’
TYPICAL SECTION NO. 3
-L-, -Y1-*
E X I S T E XIS T
USE TYPICAL SECTION NO. 3
*VAR.*VAR.
-Y1- STA 10+12.04 TO STA 11+37.94
-L- STA 26+00.00 TO STA 27+00.00
-Y1- (SR 1324)
-L- (NC 55)
-L- STA 17+82.00 (END BRIDGE) TO STA 21+50.00
-L- STA 14+50.00 TO STA 16+22.00 (BEGIN BRIDGE)
2:1
2:1
AS SHOWN ON PLANS.
FACE OF GUARDRAIL
NOTE: PLACE FDPS TO
BE STEEPER THAN 2:1.
NO SLOPES SHALL
UTILIZE ROCK PLATING.
FROM 3:1 TO 2:1,*FOR SLOPES VARYING
PRO F E S S IO
N
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
022896
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
NOSIRROM .S KRALC
C2
E1
D1
T
PARTIAL TYPICAL
GRADE TO THIS LINE
R
6"
-L- STA. 18+06.17 TO STA. 18+24.00 RT
-L- STA. 18+06.17 TO STA. 18+24.00 LT
-L- STA. 15+80.25 TO STA. 15+97.83 RT
-L- STA. 15+34.93 TO STA. 15+97.83 LT
USE IN CONJUNCTION WITH TYPICAL SECTION #2
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
C2
D1 PROP. APPROX. 2" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0C, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D2
GREATER THAN 4" IN DEPTH.
TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2" IN DEPTH OR
PROP. 6" AGGREGATE BASE COURSE.J
EARTH MATERIAL.T
EXISTING PAVEMENT.U
V VARIABLE MILLING BITUMINOUS PAVEMENT. 0" TO 1"DEPTH.
PAVEMENT SCHEDULE
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,E1
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
THAN 5" IN DEPTH.
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2
VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL)W
PROP. APPROX. 1" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. C1
(FINAL)
PRIME COAT AT THE RATE OF .35 GAL. PER SQ. YD.P
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
SHOULDER BERM GUTTERR
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 1" IN DEPTH.C3
(919) 732-6676 (FAX)
(919) 732-3883
Hillsborough, NC 27278
504 Meadowlands Drive
NC FIRM LICENSE No: P-0339
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2A-2B-4593
PAVEMENT DESIGN
6/2/99
24-APR-2019 11:07
B4593_Rdy_typ_2A2.dgn
faith.jahnke
POINT
GRADE
0 .0 2
CL -L-
0 .0 2
POINT
GRADE
0 .0 2 0 .0 2 0 .0 8
CL
0 .0 8 6 :1
X-SECTIONS
SEE
SLOPE
VARIABLE
4 :1 3:1
6 :1 X-SECTIONS
SEE
SLOPE
VARIABLE
POINT
GRADE
CL
T T
12’12’
FOR BRIDGE OVER TRENT CREEK
4’4’
32’
BRIDGE TYPICAL SECTION NO. 5
11’11’
4’
12’
4’
-DET- (NC 55)
-DET-
7’ w/ GR 7’ w/ GR
11’11’
-DET-
30’
4’4’
FOR TEMPORARY BRIDGE OVER TRENT CREEK
0 .0 4 0 .0 4
TYPICAL SECTION NO. 4
BRIDGE TYPICAL SECTION NO. 6
USE TYPICAL SECTION NO. 5
USE TYPICAL SECTION NO. 4
USE TYPICAL SECTION NO. 6
GRADE TO THIS LINE
J
C2
9"P6"6"
TO STA 17+82.00 (END BRIDGE)
-L- STA 16+22.00 (BEGIN BRIDGE)
2:1
BE STEEPER THAN 2:1.
NO SLOPES SHALL
UTILIZE ROCK PLATING.
FROM 3:1 TO 2:1,*FOR SLOPES VARYING
PRO F E S S IO
N
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
022896
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
NOSIRROM .S KRALC
-LDET- STA 16+75.00 (END BRIDGE) TO STA 22+58.65
-LDET- STA 11+92.83 TO STA 15+35.00 (BEGIN BRIDGE)
TO STA 16+75.00 (END BRIDGE)
-LDET- STA 15+35.00 (BEGIN BRIDGE)
C2
T
PARTIAL TYPICAL
GRADE TO THIS LINE
R
6"
J
-DET- STA. 16+75.00 TO STA. 16+96.08 LT
USE IN CONJUNCTION WITH TYPICAL SECTION #4
C1 1" S9.5B
C2 3" S9.5B
C3 VAR. S9.5B
D1 2" I19.0C
D1 VAR. I19.0C
J 6" ABC
T EARTH MATERIAL
U EXIST. PAVEMENT
V VAR. MILLING
W WEDGING
P .35 PRIME COAT
ARE 1:1 UNLESS SHOWN OTHERWISE.
NOTE: PAVEMENT EDGE SLOPES
E1 4" B25.0C
E2 VAR. B25.0C
PAVEMENT SCHEDULE
R SHOULDER BERM GUTTER
N.T.S.
PLAN VIEW
WIDTH
ROLL
NOTES
-LDET- DIRECTION
PARALLEL TO
NOT TO SCALE
(PLAN VIEW, NOT TO SCALE)
1 FT.
SLOPE
TOE OF
GROUND
EXISTING
2:1 (H :V )
SELECT GRANULAR MATERIAL
FILL
18"
PROJECT REFERENCE NO.
B-4593 2G-1
ENGINEER
SIGNATURE DATE
REVISIONS
NO.BY DATE
1
2 NO.BY DATE
3 4
J. PARK
J. BATTS
04/2019
04/2019
PREPARED BY:
REVIEWED BY:
DATE:
DATE:
DETAILS
EMBANKMENT STABILIZATION
GEOTEXTILE FOR
SHEET NO.
ENGINEER
GEOTECHNICAL
SIGNATURE DATE
DIVISION OF HIGHWAYS
DEPARTMENT OF TRANSPORTATION
NORTH CAROLINA
ENGINEERING UNIT
GEOTECHNICAL
D
E
P
A
R
TM
ENT O F T R A N SPO R T
A T
IO
N
ST
A T
E O F N O R T H C
A
ROL
IN
A
032171
PRO F E S S IO
N
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
KRAP GNUOYNIJ
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
350 CYSELECT GRANULAR MATERIAL
1.5:1
N.T.S.
FILL
GROUND
EXISTING
2 FT. (TYP)
MATERIAL
GRANULAR
SELECT
550 SYGEOTEXTILE FOR EMBANKMENT STABILIZATION
ESTIMATED QUANTITIES
-LDET-
C OFL
5.0'
-LD E T -
-L--L -
-LDET-
20 21
22
23
BST
24
19 20 21 2 2 2 3
N C G RI D
N A D 8 3 N A 2 0 11
WALL
RETAINING
TEMPORARY
19181716151413
1817161514
13
12
WALL
RETAINING
TEMPORARY
-LDET-
C OFL
WALL
RETAINING
TEMPORARYFILL
-L-
C OFL
3 :1 (H :V )
TYPICAL A-A SECTION
NOT TO SCALE
TYPICAL B-B SECTION
2:1 (H :V )
A
A
A
A
DIRECTION
ROLL/M
ACHINE
LIMIT OF GES
LIMIT OF GES
-LDET- ALIGNMENT
PERPENDICULAR TO
GES, ROLL DIRECTION
DETAILS
SEE GES
GES DETAILS
GES AND GSS OVERLAP DETAILS
GSS
-LDET- 12+00|, 5' RT
BEGIN GES
-LDET- 12+80|, 23' RT
BEGIN TEMP. RET. WALL
BEGIN GSS/
-LDET- 12+80|, 5' RT
END GES
-LDET- 14+27|, 23' RT
END TEMP. RET. WALL
END GSS/
-LDET- 21+00|, 23' RT
END TEMP. RET. WALL
END GSS/
-LDET- 22+00|, 5' RT
END GES
-LDET- 21+00|, 5' RT
BEGIN GES
TOE OF SLOPE)
(1 FT. BEYOND
LIMITS OF GES
TOE OF SLOPE)
(1 FT. BEYOND
LIMITS OF GES
GROUND
EXISTING
STABILIZATION (GSS)
GEOTEXTILE FOR SOIL
STABILIZATION (GES)
GEOTEXTILE FOR EMBANKMENT
-LDET- 17+44|, 23' RT
BEGIN TEMP. RET. WALL
BEGIN GSS/
GES
BOUNDARY
WETLAND
BOUNDARY
WETLAND
650 SYGEOTEXTILE FOR SOIL STABILIZATION
SLOPE
TOE OF SLOPE
TOE OF
B
B
B
B
WETLAND BOUNDARIES (SEE PLAN VIEW)
LIMITS OF GSS = TOE OF SLOPE OR
PROVISION.
FOR GES, SEE GEOTEXTILE FOR EMBANKMENT STABILIZATION (SPECIAL) 9.
A MINMUM OF 18 INCHES.
ALL JOINTS IN THE CROSS MACHINE DIRECTION MUST BE OVERLAPPED 8.
GEOTEXTILE.
NO SEAMS OR JOINTS ARE ALLOWED IN THE MACHINE DIRECTION OF 7.
INTERCHANGEABLY.
THE TERMS ROLL AND MACHINE DIRECTION ARE USED 6.
PLACE 2 FT. OF SELECT GRANULAR MATERIAL ON THE GES. 5.
PLACE THE GEOTEXTILE WITHOUT ANY WRINKLES OR CREASES. 4.
ENGINEER.
EXISTING GROUND AS SHOWN IN THE PLAN OR AS DIRECTED BY THE
PLACE GES AND GSS PERPENDICULAR TO -LDET- ALIGNMENT ON THE 3.
CLEAR THE AREA WITHIN THE LIMITS OF GES AND GSS. 2.
STABILIZATION (GSS) IS USED.
EMBANKMENT STABILIZATION (GES) OR GEOTEXTILES FOR SOIL
GRUBBING MAY NOT BE REQUIRED IN AREAS WHERE GEOTEXTILE FOR 1.
F
F F F 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
4/18/2019
110 114
TRENT CREEK
TRENT CRE
E
K
N C H WY 5 5 2 4 ' B S T N C H WY 5 5 2 4 ' B S T
A
LO
NG CREEK
N C G RI D
N A D 8 3 N A 2 0 11
T
T
C
A R V A R VS 71°23'48" W317.97'S 8 9°2 5'0 0" E
17 5.6 8'
S 6 8 °5 0 '5 4 " E
5 9 .5 2 'S 5 0 °3 4 '12 " E113.2 3 '
S 37°22'31" E99.53'
S 39°25 '01" W
266 .85 '
PRO
PERTY LIN
E A
LO
NG M
EA
N
HIGH W
A
TER M
A
RK O
F TRENT CREEK
W
ATER M
A
RK O
F TRENT CREEK
PRO
PERTY LIN
E A
LO
NG M
EA
N HIG
H
60.00'
E X IS T IN G R /W
E X IS T IN G R /W
W O O D E D
WOODED
WOODED
VIOLET MOLLANO
DB 352 PG 25
WOODED
WOODED
WOODED
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
WOODED
WOODED
WOODED
JAMES BRINSON, et ux
DB 213 PG 649
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 041.98'+97.56 WATER MARK OF TRENT CREEK
PROPERTY LINE ALONG MEAN HIGH
SWAMP 1984
NCGS MONUMENT
W
ATER M
ARK OF TRENT CREEK
PROPERTY LINE ALONG M
EAN HIGH
7 7
15" W/ ELBOWS
15" W/ ELBOWS
(STR. PAY ITEM)
CL II RIP RAP
SHOULDER
RIPRAP TO
(STR. PAY ITEM)
4.0'EXCAVATE TO EL
+80.25 -L- RT
BEGIN SBG
+34.93 TO +97.83 -L- LT
BEGIN/END SBG
+06.17 TO +24.00 -L- LT
BEGIN/END SBG
+24.00 -L- RT
END SBG
+07
+97
+97
+07
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-4593
8/17/99
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 5)
FOR PROFILE, SEE SHEET 8
FOR ONSITE DETOUR, SEE SHEET 6
32'
24'
-L- STA. 16+22.00
BEGIN BRIDGE -L- STA. 17+82.00
END BRIDGE
-L- STA. 18+06.17
END APP. SLAB-L- STA. 15+97.83
BEGIN APP. SLAB
SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP
02
0202
02 F-F 12'
12'
4'
4'
26-APR-2019 15:03
sara.loukili
SEE SHEETS S-1 THRU S-42 FOR STRUCTURES PLANS
PRO F E S S IO
N
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
10
15
-L-
-L- STA. 11+00.00
BEGIN PROJECT TIP B-4593
-L- STA 17+82.00
END BRIDGE
-L- STA 16+22.00
BEGIN BRIDGE
SE = RC
RO = 54'
PI Sta 11+90.14
D
L = 380.21'
T = 190.14'
R = 7,860.00'
-L-
-L- STA 15+97.83
BEGIN APPROACH SLAB
-L- STA 18+06.17
END APPROACH SLAB
-L- PT Sta. 13+80.21-L- PC Sta. 10+00.00
BEGIN CONSTRUCTION
027
004
02
02
0200
00 02
02
24'
01
01 01
8 :1
8 :1
24'
+37.80
T YPINC
2 7 '
02
02
4' PS
4' PS
02
0212'
12'
-L- 11+00
BEGIN ROCK PLATING
-L- 15+98
END ROCK PLATING
-L- 18+06
BEGIN ROCK PLATING
8 :1
GREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
TYPE-III
TYPE-III
TYPE-III
TYPE-III
99.00 RT
+02.00 -L-99.00 RT
+50.00 -L-
EX R/W
43.00 RT
+00.00 -L-
1
1
2
3
4
+25.00 -L-
EX R/W
50.00 LT
+63.00 -L-
88.00 LT
103.00 LT
+84.00 -L-
88.00 LT
103.00 LT
+00.00 -L-
88.00 LT
+80.00 -L-
88.00 LT
+44.00 -L-
(EX R/W)
63 RT
+22.00 -L-
(EX R/W)
63.00 RT
55.00 RT
+91.00 -L-
EX R/W
50.00 RT
+17.00 -L-
EX R/W
50.00 RT
+86.00 -L-
52.00 RT
+00.00 -L-
EX R/W
48.00 LT+21.00 -L-
EX R/W
46.00 LT+28.00 -L-
0403
0405
0401
0402 0406
0407
C
C
C
C
CC CC
C
C
C
O
O
0404
TYPE-III
TYPE-III
TYPE-III
TYPE-III
RIPRAP TO SHOULDER
SHOULDER
RIPRAP TO
RIPRAP TO SHOULDER
5 SY GEOTEXTILE
CL B RIP RAP 1 TON
5 SY GEOTEXTILE
CL B RIP RAP 1 TON
(STR. PAY ITEM)
CL II RIP RAP
(STR. PAY ITEM)
EXCAVATE TO EL 3.0'
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI15" RCP-III 15" RCP-III
15" RCP-III
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
15" R
C
P
15" R
C
P
15 " R C P
24 " RCP
2 4 " R C P
v
v
v v
v
v
v
v
v
v
v
v
v
v
v
11 ' CONC
1 1' C O N C
C O N C P A D
BULKHEAD
N C H WY 5 5 2 4 ' B S T
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 0
HH
TC
T
C
T
T
P A M C A R F A R M S , L L CDB 3 0 6 P G 4 4 7
N 5 8 °4 9 '0 0 " W758.6 4 '
S 5 8 °4 9 '0 0 " E700.3 4 '
N 28°23'34" E
172.92'
N 5 4 °3 2 '2 6 " W180.0 0 '
N 28°23'34" E
67.80'
N 5 0 °0 2 '2 6 " W76.9 0 'N 8 4 °2 5'2 6 " W
5 8.5 0'
S 4 6 °2 2'0 8 " W
1 4 0 .0 7'
N 32°45'58" W
131.86'
S 29°00'43" W
137.88'
60.00'
EXISTING R/W
EXISTING R/W
60 .00'
E X IS T IN G R /W
E X IS T IN G R /W
60.00'
EX
ISTIN
G
R
/W
EX
ISTIN
G
R
/W
6 0 .0 0 '
EXISTING R/W
EXISTING R/W
WOODED
WOODED
WOODED
WOODED
SR 1324 FLORENCE ROAD 18' BST
SR 1322 N
. TREN
T ROAD
17' BST
-BL- 2
-BL- 3
BST
BST
N 69°52'39" E230.93'EC M
EC M
H W
C O N C
N C G RI D
N A D 8 3 N A 2 0 11
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
DB 518 PG 710
ANDREW M. BUEHL, JR., et al
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
DB 337 PG 755
STEVEN LAVALLEE
DB 470 PG 147
1SBKD 8 2 .7 4 '+3 8 .4 5
30.19'
+54.39
Ground
Natural
PSRM
SEE DETAIL 5-1
PSRM TOE PROTECTION
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5B-4593
8/17/99
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 4)
FOR PROFILE, SEE SHEET 8
FOR ONSITE DETOUR, SEE SHEET 7
26-APR-2019 15:03
sara.loukili
PRO F E S S IO
N
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJPI Sta 22+31.44
D
L = 382.75'
T = 192.41'
R = 1,505.00'
20
-L-
-L- STA. 26+00.00
END PROJECT TIP B-4593
SE = 06
RO = SEE PLANS
-L-
-L- PC Sta. 20+39.03
-L- PT Sta. 24+21.78
-L- POT Sta. 27+00.00
15
-L- STA. 27+00.00
END CONSTRUCTION
-Y1- STA. 11+37.94
END RESURFACING
10
-Y1- STA. 10+12.04
BEGIN RESURFACING
-L- Sta. 23+51.63
-Y1- POT Sta. 10+00.00
-Y1- POT Sta. 14+05.50
02 06
06
01 02
004
24'03 04 05
02
01 00 01
05
04
03
02 01
00
01
02
24'
+31.03
TYP
INC
27'
4' PS
8' PS
12'12'
-L- 22+75
END ROCK PLATING
8 :1
AT-1
GREU TL-3
92.00 RT
+00.00 -L-
+88.00 -L-
72.00 RT
(EX R/W)
30.00 RT
+00.00 -L-
+98.00 -L-
44.00 RT
3
4 5
+87.00 -L-
+10.00 -L-
+80.69 -L-
(EX R/W)
53.86 LT
88.00 LT
103.00 LT
85.00 LT
101.00 LT
EX R/W
40.00 RT45.00 RT+78.00 -L-
RETA IN
RETA IN
RETAIN
RETAIN
( Not to Scale)
PSRM TOE PROTECTION
d
FROM STA. 23+89 TO STA. 24+30 -L- RT
Fill Slope3:1 or Flatter
d= 1 Ft.
Type of Liner= 58 SY OF PSRM
DETAIL 5-1
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
110 114
TRENT CREEK
TRENT CRE
E
K
N C H WY 5 5 2 4 ' B S T N C H WY 5 5 2 4 ' B S T
A
LO
NG CREEK
N C G RI D
N A D 8 3 N A 2 0 11
T
T
C
-E L -
-EL-S 71°23'48" W317.97'S 8 9°2 5'0 0" E
17 5.6 8'
S 6 8 °5 0 '5 4 " E
5 9 .5 2 'S 5 0 °3 4 '12 " E113.2 3 '
S 37°22'31" E99.53'
S 39°25 '01" W
266 .85 '
PRO
PERTY LIN
E A
LO
NG M
EA
N
HIGH W
A
TER M
A
RK O
F TRENT CREEK
W
ATER M
A
RK O
F TRENT CREEK
PRO
PERTY LIN
E A
LO
NG M
EA
N HIG
H
60.00'
E X IS T IN G R /W
E X IS T IN G R /W
W O O D E D
WOODED
WOODED
VIOLET MOLLANO
DB 352 PG 25
WOODED
WOODED
WOODED
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
WOODED
WOODED
WOODED
JAMES BRINSON, et ux
DB 213 PG 649
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 0
WATER MARK OF TRENT CREEK
PROPERTY LINE ALONG MEAN HIGH
SWAMP 1984
NCGS MONUMENT
W
ATER M
ARK OF TRENT CREEK
PROPERTY LINE ALONG M
EAN HIGH
Geotextile
Ground
Natural
1' Thickness
W/ ELBOWS
TEMP 15"
30'
SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP
04
F-F 11'
11'
-LDET- STA. 16+75.00
END BRIDGE
4'
4'
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6B-4593
8/17/99
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 7)
FOR PROFILE, SEE SHEET 9
FOR -L- LINE, SEE SHEET 4
26-APR-2019 15:03
sara.loukili
-LDET- STA. 15+35.00
BEGIN BRIDGE
22'
22'
PRO F E S S IO
N
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
04
P I S t a 10 +9 9 .7 4
D
L = 19 9 .2 9 'T = 9 9 .7 4 'R = 1,8 4 0 .0 0 '
PI Sta 14+34.46
D
L = 269.85'
T = 135.16'
R = 1,840.00'
PI Sta 17+24.58
D
L = 123.64'
T = 61.84'
R = 1,840.00'
10
15
SE = 04 SE = 04SE = 0 4
-LDET-
R O = 9 6 ' RO = 96'RO = 96'
-LDET- STA. 11+92.83
BEGIN GRADE
-L D E T -
-LDET- STA 16+75.00
END BRIDGE
-LDET- STA 15+35.00
BEGIN BRIDGE
-LDET- PC STA 10+00.00
-L- POC STA 11+00.00=
BEGIN DETOUR CONSTRUCTION
-L-
-LDET- PT Sta. 11+99.29
-LDET- PC Sta. 12+99.29
-LDET- PT Sta. 15+69.14
-LDET- PC Sta. 16+62.74
-LDET- PT Sta. 17+86.38
T E M P G R E U TL-3
T E M P T Y P E -I I I
T E M P T Y P E -I II
T E M P T Y P E -I I ITEMP G R E U T L-3
T E M P T Y P E -I I I
007
00
01
02
03
04
04 03 0222'
T YP
IN C
2 4 '
+33.56
2 5 :1
2 5 :125:1
2 5 :1
23'
SHORING
PROPOSED TEMP.
-DET- STA. 15+40.00
END TEMP. SHORING
-DET- STA. 12+80.00
BEGIN TEMP. SHORING
-DET- STA. 16+70.90
BEGIN TEMP. SHORING
10
15
1
1
2
3
4
0601
0602
0603
0604
D E T A I L 6 -1
( N o t t o S c a le )
Fill Slope3:1 or FlatterTOE P R O T E C TIO N
6 7 S Y G e o t e x t i l eType o f Li n e r =3 3 TO N S C l a s s B R i p -Ra p
5'4.5'
F R O M S T A . 1 2 +2 0 T O S T A . 1 2 +8 0 -L D E T- R T
T E M P T Y P E -I I I
T E M P T Y P E -I I I
T E M P T Y P E -I I I
T E M P T Y P E -I I I
W/ ELBOWS
TEMP 15"
T E M P T B 2 G ITEMP 2GI
5 S Y G E O T E XT ILETEMP C L B R IP R A P 1 T O N
+95+15
5 S Y G E O T E XT ILECL B RIP RA P 1 TO NTEMP
+7 5 T O +9 6 +/- -LD E T - LTBEGIN/E N D S B G
S E E D E T A IL 6 -1PROTECTIONTEMP T O E SHOULDER
R IP R A P T O
(S TR . P A Y I T E M )C L II R I P R A P (S T R . P A Y IT E M )C L II R IP R A P
F
F F
F
F F F
F F
F F F
F
F F
F F F F F F
15" R
C
P
15" R
C
P
15 " R C P
24 " RCP
2 4 " R C P
v
v
v v
v
v
v
v
v
v
v
v
v
v
v
11 ' CONC
1 1' C O N C
C O N C P A D
BULKHEAD
N C H WY 5 5 2 4 ' B S T
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 0
HH
TC
T
C
T
T
-E L-
-EY
1-
-EY-
P A M C A R F A R M S , L L CDB 3 0 6 P G 4 4 7
N 5 8 °4 9 '0 0 " W758.6 4 '
S 5 8 °4 9 '0 0 " E700.3 4 '
N 28°23'34" E
172.92'
N 5 4 °3 2 '2 6 " W180.0 0 '
N 28°23'34" E
67.80'
N 5 0 °0 2 '2 6 " W76.9 0 'N 8 4 °2 5'2 6 " W
5 8.5 0'
S 4 6 °2 2'0 8 " W
1 4 0 .0 7'
N 32°45'58" W
131.86'
S 29°00'43" W
137.88'
60.00'
EXISTING R/W
EXISTING R/W
60 .00'
E X IS T IN G R /W
E X IS T IN G R /W
60.00'
EX
ISTIN
G
R
/W
EX
ISTIN
G
R
/W
6 0 .0 0 '
EXISTING R/W
EXISTING R/W
WOODED
WOODED
WOODED
WOODED
SR 1324 FLORENCE ROAD 18' BST
SR 1322 N
. TREN
T ROAD
17' BST
-BL- 2
-BL- 3
BST
BST
N 69°52'39" E230.93'EC M
EC M
H W
C O N C
N C G RI D
N A D 8 3 N A 2 0 11
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
DB 518 PG 710
ANDREW M. BUEHL, JR., et al
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
DB 337 PG 755
STEVEN LAVALLEE
DB 470 PG 147
1SBKD
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
7B-4593
8/17/99
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 6)
FOR PROFILE, SEE SHEET 9
FOR -L- LINE, SEE SHEET 5
PRO F E S S IO
N
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
26-APR-2019 15:03
B4593_Rdy_psh_7_det.dgn
sara.loukili
PI Sta 21+87.29
D
L = 596.54'
T = 300.91'
R = 1,840.00'
20
SE = 04
RO = 96'
-LDET-
PI Sta 17+24.58
D
L = 123.64'
T = 61.84'
R = 1,840.00'SE = 04
RO = 96'
-LDET-
-LDET- STA 22+58.65
END GRADE
-L-
-LDET- PT STA. 24+82.92
-L- STA 25+83.98=
END DETOUR CONSTRUCTION
-LDET- PC Sta. 18+86.38
T E M P G R E U T L-3
T E M P G R E U T L -3
01 00 04
01 02 03
04
038
+08.38
22'
T Y PINC24'
23'
S H O R IN G
P R O P O S E D T E M P .
-DET- STA. 21+00.00
END TEMP. SHORING
20
1510
3
4 5
RETA IN
RETA IN
RETAIN
RETAIN
F F F F
F
F F F F F F F F