20190331 Ver 1_Correspondence_20190415

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STATE OF NORTH CAROLINA
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APR 1 5 %019
DENR•WATERRESOURCES
TqANSPORTATION PERMfITING UNR
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
Ms. Karen Higgins
NC Department of Environmental Quality
Division of Water Resources
Water Quality Permitting
Section 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Mazch 29, 2019
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RE: Request for comments for replacement of Bridge No. 8l on SR1926 (Hannah
Deals Creek wiUiln Rowan County.
JAMES H. TROGDON, III
SECRETARY
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Deaz Ms. Higgins:
The North Cazolina Department of Traasportation (NCDOT) is preparing the studies for the replacement of
Bridge No. S] that carries SR1926 over Deals Creek. The purpose of this letter is to solicit your input
conceming the potential impacts of the proposed project. Please see the attached dowments that have been
provided for your review.
Various conflicts required the proposed construction to be on the downstream side. Hanc�ah Ferry Rd. is a
dead-end road which requires NCDOT to maintain traffic. Additionally, there is an e�sting water main that
is located on the upstream side of the existing bridge. However, all impacu have been minimized as much
as possible during the design process and the permanent impacts will be compensated by tertns of
mirigation.
To allow us to fully evaluate the impacts of the proposed project, please respond in writing by Apri129,
2019 [o [he address below conceming any beneficial or adverse unpacts of [he proposed project relating to
the interest of your agency.
If you have any questions or comments conceming the project, please contact me at 336-747-7800 or via
email drda�la�ncdot.�ov. Thank you For your assistance.
Sincerely,
Attachments
Cc: Pat Ivey, P.E.
Brett Abemathy, P.E.
Al Blanton, P.E.
MdlingAddress:
NC DEPART[�NT OF'I'RANSPORTATION
DIVLSION 9, DMSION OFFICE
375 SILAS CREEK PARKWAY
WQJSTON SALEM, NC 27127
Daniel Dagenhart
Division Bridge Program Manager
Telephotte:[phone]
Fa�: (336) 336703-6693
Cvsmmer Service: I-800-368-4968
Website: www.ncdolgov
c��rtan:
375 SQ,AS CREEK PARKWAY
W W SiON SALEM, NC 27127

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Rowan County
Bridge No. 81 on SR 1926 (Hannah Ferry Road)
over Deals Creek
W.B.S. No. 17BP.9.R.76

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Proiect Description
This project is being developed for the replacement of Bridge No. 81 on SR 1926 (Hannah Ferry
Road) located north of Salisbury. Bridge No. 81 carries SR 1926 over Deals Creek. The bridge is
located approximately 0.88 mile from the intersection with SR 1910 (old Mocksville Road) and is
approximately 1,600 feet, along Deals Creek, from the confluence with the Yadkin River. The
existing bridge was constructed in 1961 with timber caps on timber piles and a timber deck on
steel I-beams superstructure. The bridge has an overall length of approximately 31 feet with two
spans, both approximately 15.3 feet in length and a clear roadway width of 12.667 feet with a total
bridge width of 14.58 feet. The approach roadway width is approximately 18 feet including grassed
shoulders and does not have any guardrail at the bridge approaches. The bridge is considered
functionally obsolete. There is no posting for weight restrictions. Given the age, current condition,
and timber components, rehabilitation of this structure is not a recommended treatment option.
Therefore, it is recommended that the bridge be replaced with a new structure to meet the current
design standards for sub-regional tier roadways. The proposed structure will be a concrete cored
slab bridge. The proposed bridge will be constructed of concrete substructure and superstructure
components. The proposed bridge will have an overall length of 55 feet with a single span and will
have a clear roadway width of 20 feet with a total deck width of approximately 22.4 feet. The
approach roadway will be realigned to construct the proposed bridge adjacent to and downstream
of the existing bridge. Conflicts with the existing water main that is located on the upstream side
of the existing bridge required the proposed construction to be on the downstream side. The
approach roadway will be widened to accommodate the new bridge width and for the installation
of guardrail to meet new design standards. Widening will be minimized to only the extent
necessary to install the guardrail and adequately tie back into the existing roadway width. The new
approach roadway will be 26 feet including the grassed shoulders. The existing bridge will
continue to be used during the construction of the proposed bridge, and trafiic will be diverted to
the new bridge when the construction of the new bridge and roadway approaches have been
completed. The existing bridge and roadway approaches will then be demolished and removed.
Deals Creek is not a FEMA regulated sfream however, it does appear on the FIRM Panel number
5762 within the Yadkin River floodplain. The Yadkin River 100-year flood elevation is
approximately 17' above the finish grade of this proposed bridge. There are no additional impacts
to the floodplain due to the proposed bridge.�
Shoreline Impact Summary
There will be no impacts to the shoreline of the Yadkin River. Permanent impacts will be limited
to the forested wetlands in the bridge area. Temporary impacts to Deals Creek may result from
construction and demolition activities.
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Environmental Impacts and Permits
The project will permanently impact 0.46 acre of forested wetland, temporarily impact 0.18 acre
of forested wetland, and temporarily impact 1261inear feet of Deals Creek for construction of the
new bridge and demolition of the old bridge. The Division of Mitigation Services In-Lieu Fee
program will be used to provide compensatory mitigation for the 0.46 acre of wetland impact.
Design Standards in Sensitive Watersheds have been implemented for the project.
The currently anticipated permits for this project are:
• United States Army Corps of Engineers, Clean Water Act Section 404, Nationwide Permit
#14
• NC Department of Environmental Quality, Division of Water Resources Clean Water Act
Section 401, General Certification #4135
No impacts to historic architecture or archaeological resources are anticipated. Please see attached
"No Archaeological Survey Required Form" and Historic Architecture and Landscapes No Survey
Required Form."
The USFWS county page for Rowan County updated June 26, 2018 lists three federally protected
species including the bald eagle.
Federally protected species listed for Rowan County.
Federal Habitat Biological
Scientific Name Common Name
Status Present Conclusion
Helianthus schtiveinitzii Schweinitz's sunflower E Yes No Effect
Myotis septentrionalis Northern long-eared bat T Yes No Effect
E - Endangered
T - Threatened
Schweinitz's sunflower
Biological Conclusion: No Effect
Suitable habitat for Schweinitz's sunflower is present in the project study area due to its partially-
disturbed nature and the presence of roadsides. Surveys for Schweinitz's sunflower were
conducted on October 4, 2017, during the optimal flowering �vindow, and no sunflowers were
observed. In addition, the NCDOT DEO completed a sunflower survey on October 17, 2016 and
no sunflowers were observed. A search of the North Carolina Natural Heritage Program (NCNHI')
database, accessed on February 14, 2019 found no occurrences of Schweinitz's sunflower within
1.0 mile of the study area. A biological conclusion of "No Effect" was reached for Schweinitz's
sunflower.

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a
Northern long-eared bat
Siological Conclusion: May Affect, Not Likely to Adversely Affect
There is summer roosting habitat in the surrounding trees for northern long-eared bat (NLEB). No
evidence of bats using the bridge was found during a March 13, 2018 field review. The USFWS
nearest record of occurrence for the NLEB is more than 30 miles away. Anticipated tree clearing
impacts for this project are estimated to be less than 0.5 acre. The NCDOT determined that the
project `May Affect, Not Likely to Adversely Affect' the NLEB.
NCDOT has determined that the proposed action does not require separate consultation on the
grounds that the proposed action is consistent with the final Section 4(d) rule, codified at 50 C.F.R.
§ 17.40(0) and effective February 16, 2016. Section 7 responsibilities are therefore considered
fulfilled.
Bald and Golden Eagle Protection Act
Bald eagles are protected under the Bald and Golden Eagle Protection Act. A desktop-GIS
assessment of the study area, as well as the area within a 1.0-mile radius of the project limits, was
performed on March 15, 2018 using September 2, 2017 color aerials. The confluence of the
Yadkin River and the South Yadkin River is located approximately 500 feet to the northeast of the
study area. Both of these rivers were large enough and provided suitable foraging habitat for bald
eagles. Using GIS, a buffer of 660 feet was created around the study area which was then loaded
into a Trimble Geo7X and used as the bald eagle study area. A survey of the bald eagle study area
was conducted on March 16, 2018. The survey entailed a review of the study area on foot as �vell
as kayaking the shoreline of the Yadkin and South Yadkin Rivers for a distance of approximately
1,500 feet. No nests were found within the bald eagle study area and there were no eagles observed
during this survey. Additionally, a review of the NIIP database on Apri15, 2018 and February 14,
2019 revealed no known occurrences of this species within 1.0 mile of the study area. Due to the
lack of nests or bald eagles observed during the survey, and minimal impact anticipated for this
project, it has been determined that this project will not affect this species or its habitat.
Applicant Information
This is a project of the State of North Carolina under the Department of Transportation, Division
of Highways, Division 9 located at 375 Silas Creek Parkway, Winston-Salem, North Carolina,
27127. The project manager for the Division Office is Daniel Dagenhart, Bridge Program
Manager, Division 9— Project Development, located at the aforementioned address and can be
reached via telephone at [phone] or via e-mail at drda eg nhart(c�ncdot. o�v.

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Project Tracking No. (In[ernal Use�
17-OS-0058
Project No:
WBS No.:
Fe�l Aid No:
Federal
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PRO,T�CT INFORIVIA'I'ION
County: Rowan
17BP.9.R.76 Docun:ent � MCC
Funding:
Yes n No Perr�riP
State I I Federal
USACE
Proiect Description:
Replace Bridge No. 81 on SR 1926 (Hannah's Ferry Rd) over Deal's Creek
SUM1i�Ait�' OF HI�TORIC ARCHICT�CTURE AlVI9 LAI�DSCAPES REVI�V6V
I)escription of review �activities, results, anrl conclusions: '
Review of HPO quad maps, relevant background reports, historic designations roster, and
indexes was undertaken on June 12, 2017. Based on this review there are no NR, DE, LL, SL, or
SS in the Area of Potential Effects (APE). There are no standing structures in the APE. Rowan
County Bridge No. 81 was built in 1961. The bridge does not exemplify any distinctive
engineering or aesthetic type and 'is not eligible for the National Register of Historic Places. No
survey is required.
Wfiv the avai[able inform�tion nrovides �t reliable basis for rerrson�eblv vrerlictinQ tlaat t/tere
are nn unidenti�erl si,�ni�cant Izrstoric architectcdral or landscape resources in tlte pro%ect
are�: �
Using HPO GIS website and county tax data provides reliable information regarding the structures in the
APE. These combined utilities are considered valid for the purposes of determining the likelihood of
historic resources being present.
S�.TI'PORT DOCUlVIEl�TATION
�Map(s) ❑Previous Survey Info. �Photos ❑Correspondence ❑Design Plans
FI1o1DII+1G BY NCDO'I' ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes -- NO SURVEY REQUIRED
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HISTORIC ARCHICTECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM
Date
NCDOT
Hisrorrc Archrtec(ru•e and Landseapes NO SURVEY RGQU112L•'U form jor Mii�or Trm�spavaliai Projecls as Qualifred in Ihe 2007 Progrmnuialic Agreemenl.
Page 1 of 2

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Project �rackingNo.:
17-OS-0058
�o������ NO ARCHAEOLOGICAL SURVEY REQUIRED FORIVI ,��� .
'J�;Q ¢.�A��:; �� .�
�; f�- ���"•�� This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ��` _"'�a
� p���; ��� �
1,�.;q �o.� � valid for Historic Architecture and Landscapes. You must consult separately with the �,.°•�a: �-_ �:'�
��....:._.... � F . •�-•::.:,..: �
����-� Historic Architecture and Landscapes Group. ��'a�
PROJECT INNY"ORMATION
Project No.• �ridge 81
County.•
Document:
Rowan
�BS No: 17BP.9.R.76
F.A. No:
Federal Permit Required?
MCC
Farnding: � State ❑ Federal
� Yes ❑ No Pernzit Type: USACE
Project Description: The project involves the replacement of Bridge No. 81 on SR 1926 (Hannah's Ferry
Rd) over Deals Creek in Rowan County, North Carolina. The archaeological Area of Potential Effects
(APE) measures 600 feet in length (300 feet fi•om each bridge end-point) and 150 feet in width (75 feet
from the SR 1926 center-line).
SUMIVIA1tY OF CULTURAL RESOURCES REVIE�V
Brief rlescription of revie►v activities, resirlts of review, and conclusions:
Permitting and funding information was reviewed for determining the level of archaeological input required by
state and federal laws. Based on the submitted "request for cultural resources review" form, the project is state-
funded with federal permit interaction. As such, Section 106 of the National Historic Preservation Act will apply
and the United States Army Corps of Engineers (USACE) will serve as the leatl federal agency. Next, construction
design and other data was examined (when applicable) to define the character and extent of potential impacts to
the ground surfaces embracing the project locale. Because the project appears to be an in-place replacement of
the structure, the APE was primarily designed to capture any federal permit area or construction footprint within
the proposed 150ft wide right-of-way (ROW).
Once an APE was outlined, a map review and site file search was conducted at the Office of State Archaeology
(OSA) on Friday, June 9, 2017. No previously documented archaeological sites are located in the APE or directly
adjacent. One archaeological site was recorded a short distance north of the project area. However, the site is
characterized by the recovery of a single artifact (flake) from eroded soils. No other archaeological sites are in.the
vicinity, probably due to the absence of landform and underlying poorly drained ground surfaces. '
Examination of National Register of Historic Places (NRHP), State Study Listed (SL}, Locally Designated (LD),
Determined Eligible (DE), and Surveyed Site (SS) properties employing resources available on the NCSHPO website
is important in establishing the location of noteworthy historic occupations related to a perspective construction
impact area. A cross-check of these mapped resources concluded that none of the above properties with potential •
contributing �rchaeological components are situated within or proximal to the APE. In addition, historic maps of
Rowan County were appraised to identify former structure locations, land use patterns, or other confirmation of
historic occupation in the project vicinity. Archaeological/historical reference materials were inspected as well. In
general, the cultural background review established that no previously recorded archaeological sites, NRHP
properties, or cemeteries are located within the APE. Based on cultural-historical factors, the APE is considered to
have a low potential for the documentation of archaeological resources.
Further, topographic, geologic, flood boundary, and NRCS soil survey maps (ChA) were referenced to evaluate
pedeological, geomorphological, hydrological, and other environmental determinants that may have resulted in
past occupation at this location. Aerial and on-ground photographs (NCDOT Spatial Data Viewer) and the Google
Street view map application (when amenable) were also examined/utilized for additional assessment of
"No ARCHAEOLOGY SUXVEY RLQUIRL•D "jorm fa� (he Amenrled Minor '!'rnnspa•!alion 1'rojecls as Qua(ified ir� �he 2015 Prograu�inatic Agreemeitr.
l of2

Project Tracking No.:
17-OS-0058
disturbances, both natural and human induced, which compromise the integrity of archaeological sites.
Environmental/impact factors do not suggest a heightened potential for archaeological resource recovery.
�rief Explanntion of wliy tlie r�vnilrrble informrition proviiles a reliabde hasis for reasonably predicting
tle�t ticere are teo rrni�lentifted /iistoric properties in tfie APE:
The entire APE is underlain by frequentiy flooded and somewhat poorly drained soils. Furthermore, the lack of
landform presence would have likely discouraged historic or prehistoric settlement/occupation at this location.
Intact and preserved archaeological deposits eligible for the NRHP are unlikely to be present in the defined APE.
Since the current project area is situated in a frequently flooded area very near to the Yadkin River, the APE is
considered to have very low archaeological site potential. As currently proposed as a state-funded project with
federal permit interaction, no further consultation is advocated. A finding of "no archaeological survey required" is
considered appropriate.
SiTPPOIZT DOCUMENTATIOlvi
See attached: � Map(s) � Previous Survey Info
❑ Photocopy of County Survey Notes
� Photos ❑Correspondence
Other:
FINDING BY NCD07C ARCHAEOLOGIST
NO ARCHAEOL OGY S UR VEY REQ UIRED
��
OT
��1S�a1�
"No ARCHA/dOI.OGY SU12VliY RIiQU11tLD "jorm ja• !he Ainended tifinor 7Y•anspormlion Projec�s asQnalifred ire �he 2015 Progrmnnraric Agreen,enr.
2 of2

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Portion of the Salisbury topographic map displaying the location
and boundaries of the APE in Rowan County, North Carolina.

�
ChA—Chewacla loam, 0 to 2 percent slopes, frequentiy flooded
Map Unit Setting
• Nationa/ map unit symbol: 2vy6r
• Elevation: 330 to 660 feet �
.• Mean annua! precipitation: 37 to 51 inches
o Meon annual air temperature: 61 to 64 degrees F
• Frost free period: 180 to 280 days
• Farmland classification: Prime farmland if drained and either protected from flooding or not frequently flooded ..
during the growing season
Map Unit Composition �
• Chewacld, frequentlyflooded, and similarsoils: 90 percent �
e Minor components: 10 percent
e Estimates are based on observations, descriptions,,and tronsects of the mapunit. .
Description of Chewacla, Frequently Flooded �
Setting �
• Landfo�m: Flood plains .
• Lvndform position (two-dimensionalJ: Toeslbpe
o Landform po5ition (three-dimensionalJ: Talf
• Down-slope shape: Concave
I • Across-slopeshape: Linear '
o Parentmaterial: Loamy alluvium derived from igneous and metamorphic rock
Typicaf profile , ,
• Ap - 0 to 6 inches: loam �
• Bw - 6 to 52 inches: sandy clay loam
�

• Cq - 52 to 60 inches: stratified sandy loam
Properties and qualities
• Slope: 0 to 2 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage c/ass: Somewhat poorly drained
• Capacity of the mostlimiting layer to transmit water (KsatJ: Moderately high to high (0.20 to 2.00 in/hr)
• Depth to water table: About 6 to 24 inches
• Frequency of flooding: Frequent
• Frequency of ponding: None
• Available waterstorage in profile: High (about 10.4 inches)

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NCSHPO website map image relaying the generalized location of the APE and project study area in Rowan County, North Carolina.

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7NlS PXOJ6�CT IS ,Y'OT Id'ITHf.N 9N}� ,11C�NlCIPAL BOCSNDARIES.
CLF_4RF.\'G O.Y 7H/S PROJLC7 SH.iLL BE PERFORI(ED
70 THE LLt7lTS ESPABL7SHED BY .11£THOD !I.
GRAPHIC SCALES
20 10 0 20 40
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PLANS
20 10 0 20 40
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PROFILE (HORIZONTAL)
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DESIGN DAT�3
ADT 2000 = 150
ADT 2025 = 223
DHV = N /A
D = N/A
T = 7 %
V = 35 MPH
FUNC. CLA$$IFICATION:
LOCAL
S'�I.'V"�'I? �[�� :�"O[�'�[':f [ (':A�RC�[.[:�;A
��.� ��_��.� �.� �.�' .� �_� � t.� � �� :� � C>
ROWA1� COUI�TY
LOCATION: BRIDGE #8l OVER DEALS CREEK
OI� SR I926 (HANNAH FERRY ROAD)
TYPE OF WORK: GRADIIVG, PAVING, DRA7IVAGE, f� STRUCTURE
STREAM £� WETLAND IMPACTS
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Permit Drawing
cRnPHic sca�E Sheet � of s
PROJECT LENGTN
LE,'�'G7H OF R0.4DI{AY PROJECT 8BS I7BP.9R.76 =.132.51ILE
LE.1'G7H OF S7RUCTL'RE PROJECT I1BS /7BP9R.76 =.0/.i A(fLE
T07.9L LET'C7H OF PROJLCT II'BS OBP 9.R 76 =.l56 AfILE
NCDOT CONTAQ: MATTHEW JONES, PE
Division Bridge Manager
PL9:\'S PRE'PdRED FOR !HL 1GDOT B}':
STV �ioo.�,�.�� ,�„�
n�un srrnricarrocs
17BP.9.RJ6 1
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UOGUMENT NOT CONSIUERE� FINAL
UNLE55 ALLSIGNATURES COMPLETEO
F!1'DR9 ULICS
E.4CL\'EER
INCOMPLETE PLANS
R/GHT OF Iii11' DATE: NIKKI T. HONEYCUTT. PE �R0.4n�4:A]'
NOVEMBER 5, 2016 rao�ccr e.vcneeu DES/GV
£A'GINFFR
LE77I9'G DA7E: NARONG PHAL EI [NWMPLETE PLANS
JULY 24, 2019 rxo�eea ��cseescx
0� IIOI�M
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Sae SYee� lA For Index of Sieels
Sze SY,ee7 1B For StonOord Symbolrqy Sl.�el

SHEET NO.

13+00 � 14+00 15+00 16+00 17+00 18+00

6 •
� WETLAND PERMIT IMPACT SUMMARY �
WETLAND IMPACTS - SURFACE WATER IMPACTS
Hand Existing Existing
� Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln 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 14+98.34 / 15+55.66 55' CORED SLAB BRIDGE 0.43 0.03 0.18 0.08 126
TOTALS: 0.43 0.03 0.18 0.08 126.00
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
BRIDGE #81 OVER DEALS CREEK
ON SR 1926 (HANNAH FERRY ROAD)
ROWAN COUNTY
17BP.9.R.76
SHEET 6 of 6 3/1/2019

� WETLAND PERMIT IMPACT SUMMARY �
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln 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 14+98.34 / 15+55.66 55' CORED SLAB BRIDGE 0.43 0.03 0.18 0.08 126
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TOTALS: 0.43 0.03 0.18 0.08 126.00

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ROWA1� COU1�lT�'
LOCATI011L• BRIDGE #8l OVER DEALS CREEK
0111 SR 1926 (HAlil11IAH FERRY ROAD)
TYPE OF WORK GRADI11lG, PAVI1�lG, DRAINAGE, £� STRUCTURE
BEGIIV PROJECT iVBS 17BP.9.R.76
—L— STA. Il +50.00
EI�ID PROJECT WBS I7BP.9.R.76
U STA. I9+20.00
_._-- � � �.
'��' `�� ��� BEGIN BRIDGE
'�' .____"'_ _____'_'_"..__"
. _"_"'___,.-'______"'___.._' =t= STA"'1Z�9��
,�� `��7'p SR 19Li -n on _— _----- SR 1926 (HANNAN FERRY RD�-- —_---_
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THIS PROJECT IS NOT WITH7IY A1YI' MUA'ICIPAL BOUIVDARIES.
C7.FAR7NG O1V THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II.
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� 20 l0 0 20 40 ADT 2018 = 150
� ADT 2038 = 223
a PLANS K = N /A
m � D = N /A
= 20 l0 0 20 40 T_]%
o y _ V= 35 MPH
a �I PROFILE (HORIZONTAL)
�3N � 4 2 0 4 � FUNC. CLASSIFICATION:
�o� _ _ — LOCAL
��a � PROFILE (VERTICAL) SUB REGIONAL TIER
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PROJECT LENGTH
LEIVGTH OF ROADWAY PROJECT WBS I7BP.9.R.76 = 0.135 MILES
LENGTH OF STRUCTURE PROJECT WBS 17BP.9.R.76 = 0.011 MILES
TOTAL LElYGTH OF PROJECT WBS 17BP.9.R.76 = 0.146 MILES
NCDOT CONTACT: DANIEL DAGENHART
Division Bridge Manager
` / ""'_' '_"^__ '_."_ Y ___ _- _.'_'-
PLANS PREPARED FOR THE 1�CDOT BY:
Sr�,� T 100 ST'V Engineers, Inc.
1 y 900 West Trode St, Suite 715
�e, cno�io�ce, Nc zazoz
NC �cense Numher F-0991
2078 STi1NDARD SPECIF7CAT/ONS
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HYDRAULICS
ENGINEER
RIGHT OF i�VAY DATE: NIKKI T. HONEYCUTf. PE ROADivAY
JANUARY 14, 2019 PROJECT ENGINEER DESIGN
ENGIlYEER
LETTING DATE: MAAMOON K. ABDELAZIZ
JULY 24, 2019 PROJEC7 DESIGNER
"______'____'______"
7'O DEAD END
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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See Sheet lA For Index of S/�ets
See Sheet 18 Fo� Standard Symbology Sheet

INDEX OF SHEETS GEIVERAL 1llOTES STA11lDARD DRAWI11tGS
SHEET NUMBER
SHEET
GENERAL NOTES:
2018 SPECIFICATIONS
EFFECTIVE: 01-01-2018
2018 ROADWAY ENGLISH STANDARD DRAWINGS
EFF. January. 2016
The following Roadway Standards as appear in "Roadway Standard Drowings"
Highway Design Branch - N. C. Department o-F Transportation - Roieigh. N. C..
Dated January. 2018 are applicable to this project and Dy reference hereby ore
considered a part of these plans:
1
1A
18
2A-1
38-1
4 THRU 5
TMP-1 THRU TMP-4
PMP-1
EC-1 THRU EC-7
RF-1
X-1 THRU X-7
TITLE SHEET
INDEX OF SHEETS. GENERAL NOTES.
AND LIST OF STANDARD DRAWINGS
CONVENTIONAL SYMBOLS
TYPICAL SECTIONS SHEET
EARTHWORK. DRAINAGE SUMMARY. AND
GUARDRAIL SUMMARY SHEET
PLAN AND PROFILE SHEETS
TRAFFIC MANAGEMENT PLANS
PAVEMENT MARKING PLAN
EROSION CONTROL PLANS
REFORESTATION DETAIL SHEET
CROSS-SECTIONS
GRADE LINE:
GRADING AND SURFACING:
THE GRADE L1NE5 SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE
ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE
ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
CLEARING:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTAB�ISHED BY
METHOD II.
SUPERELEVATION:
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD.
N0. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
SUPERELEVATION IS TO BE REVOLVED A60UT THE GRADE POINTS SHOWN ON THE TYPICAL
SECTIONS.
SHOULDER CONSTRUCTION:
ASPHALT. EARTH. AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. N0. 560.01.
GUARDRAIL:
THE GUARDRAIL LOCATIDNS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
END BENTS:
THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS. DETAILS. AND CRO55-
SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
APPROACHING A BRIDGE.
RIGHT-OF-WAY MARKERS:
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY THE CONTRACT.
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TITLE
DIVISION 2 - EARTHWORK
200.02 Method of Ciearing - Method II
225.02 Guide for Grading Subgrade - Secondary and Local
225.04 Method of Obtaining Supereleva+ton - Two Lane Pavement
DIVISION 4 - MAJOR STRUCTURES
422.02 Bridge Approach Fills - Type II - Modified Approach Fill
DIVISION 5- SUBGRADE. BASES AND SHOULDERS
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
DIVISION B - INCIDENTALS
840.29 Frames and Narrow Slot Flat Grates
840.35 Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame Grates
862.01 Guardrail Placement
'862.02 Guardrail- Installation
876.02 Guide for Rip Rap at Pipe Outlets
DIVISION 11 - WORK ZONE TRAFFIC CONTROL
1110.01 Stationary Work Zone Signs - Mounting Height 8 Lateral Clearance
1145.01 Barricades - Type IlI
DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT
1605.01 Tertporary Silt Fence
1607.01 Gravei Construction Entrance
1622.01 Temporary Berms And Slope Droins
1630.06 Special Stilling Basin
1631.01 Motting Installation
1632.03 Rock Inlet Sediment Trop Type C
1633.01 Tertporary Rock Silt Check Type A
1633.02 Tertporary Rock Silt Check Type B

0
BOUNDARIES AND PROPER7Y
State Line
County Line ---- ----
Township Line --- ---
City Line -- --
Reservation Line — � — —
Property Line
Existing Iron Pin �
Computed Property Corner --^
Property Monument 0
Parcel/Sequence Number 1z3
Existing Fence Line -x—x x-
Proposed Woven Wire Fence e
Proposed Chain Link Fence a
Proposed Barbed Wire Fence �
Existing Wetland Boundary - - - -��a- - - -
Proposed Wetland Boundary •�a
Existing Endangered Animal Boundary E^a
Existing Endangered Plant Boundary EPa
Existing Historic Property Boundary �°a
Known Contamination Area: Soil -�-5—�-
Potential Contamination Area: Soil -�-5—�-
Known Contamination Area: Water - � —W— � -
Potential Contamination Area: Water -�—W—�-
Contaminated Site: Known or Potential ��
BUILDINGS AND OTHER CULTURE.•
Gas P�mp Vent or U/G Tank Cap O
Sign �
Well °
Small Mine 'SZ�
Foundation 0
Area Outline 0
Cemetery 0
Building [�
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water —�-� �—
Hydro, Pool or Reservoir �----,
Jurisdictional Stream —J5 —
Buffer Zone 1 sz i
BufFer Zone 2 , sz z
Flow Arrow F---� �--
Disappearing Stream >—��� -�—
Spring p�-�-
Wetland �
Proposed Lateral, Tail, Head Ditch ``-`-�
� rmr
False Sump �
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� CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS.• Note: Not to Scate *S. U.E. = Subsurface UZitity Engineering
Standard Gauge csx re� Hedge
RR Signal Milepost ,,,�P� p5 Woods Line �'``""�'u`''�'`'
Switch � Orchard a � � �
RR Abandoned �-- -�- �. Vineyard "�"eY°�'
RR Dismantled -------- EXISTING STRUCTURES.•
RIGHT OF W�4Y f� d'RO,JECT CONTROL:
Secondary Horiz and Vert Control Point ♦
Primary Horiz Control Point �
Primary Horiz and Vert Control Point �
Exist Permanent Easment Pin and Cap Q
New Permanent Easement Pin and Cap — O
Vertical Benchmark I�
Existing Right of Way Marker �
Existing Right of Way Line
New Right of Way Line �
New Right of Way Line with Pin and Cap
New Right of Way Line with
Concrete or Granite R1W Marker
New Control of Access Line with
Concrete C/A Marker
Existing Control of Access
New Control of Access
Existing Easement Line
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
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
��' UTILITIES.•
m ^ POWERt
� Existing Power Pole
--�---� Proposed Power Pole
; c�T_ Existing Joint Use Pole
.Ai
� Proposed Joint Use Pole
Power Manhole
--E--
E Power Line Tower
TDE Power Transformer
PDE WG Power Cable Hand Hole —
H-Frame Pole
DUE
PUE WG Power Line LOS B(S.U.E.*)
rue �G Power Line LOS C(S.U.E.*)
auE WG Power Line LOS D(S.U.E.x)
ROADS AND RELATED FEATURES.•
Existing Edge of Pavement -----
Existing Curb -----
Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp CR
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail "
Equality Symbol
Pavement Removal
I�'GETATION.•
Single Tree
Single Shrub
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TELEPHONE:
CONC
J CONC WW I
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WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
lVG Water Line LOS B(S.U.E")
lVG Water Line LOS C(S.U.E*)
WG Water Line LOS D(S.U.E*)
Above Ground Water Line
rv:
CONC HW 1Y Pedestal
-------- N Tower
�____ _� U/G TV Cable Hand Hole
�cB WG N Cable LOS B(S.U.E.*)
U/G TV Cable LOS C(S.U.E.*)
O WG N Cable LOS D(S.U.E.*}
U/G Fiber Optic Cable LOS B(S.U.E.*)
5 WG Fiber Optic Cable LOS C(S.U.E.*)
U/G Fiber Optic Cable LOS D(S.U.E.*)
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Existing Telephone Pole -�-
Proposed Telephone Pole �
Telephone Manhole OO
Telephone Pedestal �
Telephone Cell Tower .�,.
WG Telephone Cable Hand Hole �N
WG Telephone Cable LOS B (S.U.E.*) - - - -*- - - -
WG Telephone Cable LOS C jS.U.E.') ---�- --
ll/G Telephone Cable LOS D(S.U.E.*) _
WG Telephone Conduit LOS B (S.U.E.*) — - - - -*_- - - -
WG Telephone Conduit LOS C(S.U.E.*)— ---�_- --
WG Telephone Conduit LOS D(S.U.E.*)— �_
WG Fiber Optics Cable LOS B(S.U.E.*} -----* F�- --
U/G Fiber Optics Cable LOS C(S.U.E.*)— ---* F�- --
WG Fiber Optics Cable LOS D(S.U.E.*)— *�°
GAS:
Gas Valve
Gas Meter
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.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B(S.U.E.*)
SS Forced Main Line LOS C jS.U.E.*)
SS Forced Main Line LOS D(S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown WG Line LOS B(S.U.E.*)
WG Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. —
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
ll/G Test Hole LOS A(S.U.E.*)
Abandoned According to Utility Records —
End of Information
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PAVEMENT SCHEDULE
PROP. APPROX. 3.0" ASPHALT CONCRETE SURFACE COURSE,
C1 TYPE 59.56, AT AN AVERAGE RATE OF 165 LBS. PER S�. YD.
IN EACH OF TWO LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE,
C2 TYPE S9.56, AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD.
PER 1.0" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 1.5"
IN DEPTH OR GREATER THAN 2.0" IN DEPTH.
D1 PROP. APPROX. 4.0" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D2 TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD.
PER 1.0" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 2.5"
IN DEPTH OR GREATER THAN 4.0" IN DEPTH.
E1 PROP. APPROX. 4.0" ASPHALT CONCRETE BASE COURSE,
TYPE B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE
E2 625.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER
1.0" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3.0" IN
DEPTH OR GREATER THAN 5.5" IN DEPTH.
R CONCRETE SHOULDER BERM GUTTER
T EARTH MATERIAL
U EXISTING PAVEMENT
W PAVEMENT WEDGING
ALL PAVEMENT SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
� EXIST. PAVEMENT
WEDGING DETAIL B
MILL TO KEY IN
/ I I
1.5" I
� I
— ------------ ----- -- �
MILL 25' OR AS DIRECTED BY ENGINEER
U
KEY—IN DETAIL C
TO BE USED AT ALL TIE—IN LOCATIONS
x
'ARIES 3'
,y.1
EXIST. GROUND C
GRADE TO THIS LINE
G�
10' i 10'
VARIES ! VARIES
I
W I GRADE
� � � POINT
.02 � .02
- ---------------I-----�-------,- �
11" � � 11��r�
,� � �
TYPICAL SECTION 1
—L— STA. 11 + 50.00 TO 12 +45.10
*
3'
� EXIST. GROUND
GRADE TO THIS LINE
* 7' MIN. WITH GUARDRAIL
« � *
3' . 10' i 10' 3' . VARIES
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� � POINT �
C1 i
.08 .02 " � .02 .08
1', � _ _ ?•)
11" i
EXIST. GROUND T El ' T EXIST. GROUND
Dl GRADE TO THIS LINE
TYPICAL SECTION 2 * 7' MIN. WITH GUARDRAIL 3'-0" VARIES
—L— STA. 12+45.10 TO 14+98.34 (BEGIN BRIDGE) C� R �
—L— STA. 15+55.66 (END BRIDGE) TO 19+20.00
GUARDRAIL
� T ?•I
i Dl El EXIST. GROUND
i
27�_Q�� GRADE TO THIS LINE
�
�'-r� r-5�� i o�-o�� . � F i o'-o�� , r-5�� ��-� �� D ETAI L A
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� ! � —L— STA. 15+67.01 TO 15+87.37 LT
�r� � � _-,
1�
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�� �,� �� �� ��, �� �� ��, ��\
� � � � � � � � � � � � � � � � � �
NPICAL SECTION 3
—L— STA. 14+98.34 TO 15+55.66
3" MIN. 3" MIN.

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EARTHWORK SUMMARY
(I11t CUBIC YARDS)
CHAIN FROM TO SIDE UNCL. UNDERCUT EMBT+% BORROW WASTE
STATION STATION EXCAVATION
-L- 11+50.00 74+98.34 LT & RT 16 2,252 2,236
-L- 75+55.66 19+20.00 LT & RT 237 7,914 7,677
TOTAL 253 4,166 3,913
LOSS DUE TO CLEARING AND GRUBBING
WASTE IN LIEU OF BORROW
PROJECT TOTAL 253 4,766 3,913
ESTIMATE 5% FOR TOPSOIL ON BORROW PITS 196
GRAND TOTAL 253 4,166 4,109
SAY 400 4500
NOTE: Approximate quantities only. Unclassified Excavation, Borrow
Excavation, Fine Grading, Clearing and Grubbing, Breaking of
Existing Pavement, and Removal of Existing Pavement
will be paid for at the contract lump sum price for "Grading."
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ALTERNATE PIPE
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F N Z O O
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SIZE g "' � � p 12" 75" 18" 24" 30" 3
O O Z Z
7HICKNE55
OR GAUGE O O
PAVEMENT REMOVAL SUMMARY
SURVEY STATION STATION LOCATION YD�
LINE IVRVCL
-L- 72+12 75+08 LT 4B4
TOTAL: 484
SAY: 500
LIST OF PIPES, E11lDWALLS, ETC. (FOR PIPES 48" £� U11lDER)
ENDWALLS Q O "
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. CVSS111R.C.PIPE ~�G O=x .
BITUMINOUS COATED C.S. PIPE NPE B �R STD. 838.01, � �� � y�
(UNLESS NOTED OTIIERWISE) A�UMINIZED C.S. PIPE,TVPE IR STD.838.17 O Z_,
OR OR O'�^ a F FRAME, GRATES
HDPE PIPE,TYPE 5 OR D STD.838.80 O Z� AND HOOD
(UNLE55 , j < STp,IJDARD 840.03 m
NOTED Q 'm p � 0 m o
OTHERWISE) Q o p o �
LIN. m m � w
.� o o ,,, � u
18° 24" 30" 36" 42"� 48" 12" 15" 18" 24" 30" 36" 42" 48" CU. YDS. "' A B � V � o � � _
= d a � O o � � Z 3
Z Z Z r o m a o ¢ a m o � �
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� � � a x � o � TYPE OF GRATE �
0 o y c u � o o m o d t) t� ci � ti
� a vi � u E F G
-L- STA. 75+80
TOTAL
• W ME45URED FROM "N" AT THE 6EGINNING OF THE ANCHOR TO "N° AT THE �END OF THE ANCHOR.
"N" = DISTANCE FROM EDGE OF L4NE TO FACE OF GUARDR4IL
TO7AL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
� FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.
pi W= TO7AL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF' GUARDRAIL
'o G= GATING IMPACT ATfENUATOR TYPE 350
m
NG = NON-GATING IMPACT ATTENUATOR NPE 350
L LENGTH
N SURVEY
n BEG. STA END STA LOCATION
� LINE 57ppJGHT SHOP DOUBLE
� CURVED FACED
`,-° -L- 14+45.21 15+01.66 LT 56.25
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� -L- 14+39.18 15+95.07 RT 56.25
m -L- 15+58.99 16+15.34 LT 56.25
� -L- 15+52.34 16+08.59 RT 56.25
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O13 N TOTAL: 225
00o TOTAL ANCHOR LENGTH: 775
Np
N�°� TOTAL GUARDRAIL LENGTH: 50.00
N� E SAY: 50.00 LF
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PROJECT REFERENCE NO. SHEEf NO.
l7BP.9.R.76 3B-1
S�`, 100 ST'V Engineers, Tnc.
y 9�0 West Tratle St., Suite 715
�rQ, cno�mt�a, Nc zezo2
_ NC License Number F-0991
ABBREVIATIONS
C.B. CATCH 9ASIN
m o N.D.I. NARROW DROP INLEf
o Y D.I. DROP INLET
" V G.D.I. GRATED DROP INLET
� � G.D.I. (N.S.) GRATED DROP INLEf
� m a (NARROW SLOlj
m i' i � J.g. JUNCTION BOX
u a Jx M.H. MANHOLE
r g m � T.B.D.I. TRAFFlC BEARING DROP INLET
� � ,� � T.BJ.B. TRAFFIC BEARING IUNCTION
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� O � a. REMARKS
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GUARDRAIL S UMMARY
WARRANT POINT "N" FLARE LENGTH H" ANCHORS
DIST. TOTAL
FROM SFfOUL.
APPROACH TRAILING WIDTH APPROACH TRAILING APPROACH TRAILING %I GREU GREU � BIC
END END E.O.L END END END END MO� ��� R-3 TL-2 TYPE 111 CAT-7
MOD
15+07.66 2.4 - 2.9 5.4 - 5.9 25 0.5 1 1
15+95.07 2.4 - 2.9 5.4 - 5.9 25 0.5 1 7 •
15+58.99 2.4 - 2.9 5.4 - 5.9 25 0.5 1 1
15+52.34 2.4 - 2.9 5.4 - 5.9 25 0.5 1 7
4 4
IMPACT REMOVE
ATfENUATOR SINGLE RFMOVE AND
NPE 350 FACED EYISTING STOCKPILE
AT-� GUARDRAIL GUARDRAIL E%ISTING
EA G NG GUARDRAIL
REM4RK5

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��) � � � � � ��) � ��) � ' �-� � � �� �-� � `� .'� � � .`,
d1�lDEX OF SHEETS
6HEET NO.
TMP-1
TRAI�SPORTATI01� MAI�AGEMEI�T PLA1�
R O WA1� CO U1�T Y
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SHEET N0. TITLE
TMP-1 TITLE SHEET, VICINITY MAP,. AND INDEX OF SHEETS
TMP-1A LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS,
AND LEGEND
TMP-2 TRANSPORTATION OPERATIONS PLAN
TMP-3 TEMPORARY TRAFFIC CONTROL PHASING
TMP-4 TEMPORARY TRAFFIC CONTROL PHASE I DETAIL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
APPROV
Sr�,[' STV Engineers, Inc. DA
1 y e��� c�a�o ie�, Nctlzezoi s��ce �ts
NC Li<ense Num6er F-0991
�
NIKKI T. HONEYCUTT, PE
TRAFFIC ENGINEER
BHUPESH R. JOSHI, EI
7RANSPOR7AT70N DESIGNER
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LOCATI011t: BRIDGE #081 OVER DEALS Cl2EEK O1V
SR 1926 (HA111111AH FERR Y RD)
TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVII�IG F� STRUCTURES

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R OAD WA �' � TA1�DAd2D DRA WI1�GS
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
DATED JANAUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
ARE CONSIDEftED A PART OF THESE PLANS:
STD, N0.
1101.01
1101.02
1101.05
1101.11
1110.01
1110.02
1130.01
1145.01
1150.01
TITLE
WORK ZONE WARNING SIGNS
TEMPORARY LANE CLOSURES
WORK ZONE VEHICLE ACCESSES
TRAFFIC CONTROL DESIGN TABLES
STATIONARY WORK ZONE SIGNS
PORTABLE WORK ZONE SIGNS
DRUM
BARRICADES
FLAGGING DEVICES
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DATE: �`� � "�'-� LIST OF APPLICABLE
a� � N
' ROADWAY STANDARD
o; °o DRAWINGS & LEGEND
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DOCUMENT NOT CONSIDERED FINAL �f iRqFF�G
UNLESS ALL SIGNATURES COMPLETED
LEGE1�i3
GENERAL
� DIRECTION OF TRAFFIC FLOW
i�► DIRECTION OF PEDESTRIAN TRAFFIC FLOW
---------- EXIST. PVMT.
�-i� NORTH ARROW
PROPOSED PVMT.
� WORK AREA
REMOVAL/BREAKING OF PAVEMENT
TRAFFIC CONTROL DEVICES
�
�
BARRICADE (TYPE III)
- CONE
� DRUM QQ SKINNY DRUM O TUBULAR MARKER
�r TEMPORARY CRASH CUSHION
�� FLASHING ARROW PANEL (TYPE C)
� FLAGGEH
� LAW ENFORCEMENT
�� TRUCK MOUNTED IMPACT ATTENUATOR (TMIA)
� CHANGEABLE MESSAGE SIGN
TEMPORARY SIGNING
� PORTABLE SIGN
� STAl'IONARY SIGN
p STATIONARI' OR PORTABLE SIGN
e

PRO,J"EC1�' li�OTES
GEI�ERAL 1�03'ES
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,
SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE
ENGINEER.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN
OR DIRECTED BY THE ENGINEER.
TRAFFIC PATTERN ALTERATIONS
G) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY
TRAFFIC PATTERN ALTERATION.
SIGNING
H) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
(3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
I) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
TRAFFIC PATTERN.
LANE AND SHOULDER CLOSURE REQUIREMENTS
A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.
B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
STANDARD DRAWING N0. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL.
WHEN PERSONNEL AND/OR EQUIPMENT.ARE WORKING ON THE SHOULDER
ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN
TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
STANDARD DRAWING N0. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL.
C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL
OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO
THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED
BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR
E�UIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.
D) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN
TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED
WITH GUARDRAIL OR BARRIER.
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PAVEMENT EDGE DROP OFF REQUIREMENTS
E) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT.IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:
BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS OF 45 MPH OR GREATER.
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS LESS THAN 45 MPH.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
ENGINEER, AT NO EXPENSE TO THE DEPARTMENT.
F) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES
OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING
"UNEVEN LANES" SIGNS (W8-11) 350 ft IN ADVANCE AND A MINIMUM
OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.
TRAFFIC CONTROL DEVICES
J) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK
AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT,
10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY.
REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS
1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL
REQUIREMENTS.
MISCELLANEOUS
K) IN THE EVENT A TIE-IN CANNOT BE MADE IN ONE DAY'S TIME, BRING THE
TIE-IN AREA TO AN APPROPRIATE ROADWAY ELEVATION AS DETERMINED BY
THE ENGINEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS (W8-7)
AND BLACK ON ORANGE "PAVEMENT ENDS" SIGNS (WS-3) 100 FT AND 200 FT
RESPECTIVELY IN ADVANCE OF THE UNEVEN AREAS. USE DRUMS TO
DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS.
PROJ. REFERENCE NO. SHEET NO.
17BP.9.R.76 TMP-2
ST`J STV Engineers, Inc.
v 1�0 900 Weat TroEe St.. Suite ]15
J�.�, Cnarlattc, NC ]8302
NC License Numeer f-0991
LOCAL 11tOTES
1. CONTACT ROWAN COUNTY EMERGENCY SERVICES AND SCHOOLS
AT LEAST ONE MONTH PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR SHALL BUILD AS MUCH AS POSSIBLE AWAY FROM TRAFFIC.
MA1�A GEMEI�T
STRA TEGIES
THE PROPOSED BRIDGE WILL BE CONSTRUCTED USING A COMBINATION OF ONSITE
DETOUR AND LANE CLOSURES UTILIZING FLAGGERS AS NEEDED.
PHASE I- TWO WAY TRAFFIC WILL BE MAINTAINED ON THE EXISTING ROAD TO
CONSTRUCT THE PROPOSED BRIDGE AND ROADWAY.
PHASE II - TRAFFIC WILL BE SHIFTED TO THE NEW ROADWAY ALIGNMENT.
A FLAGGING OPERATION WILL BE USED TO CONSTRUCT THE NEW TIE-INS.
APPROVED: O p y
\5\�o NORTH CC'/y�
DATE: � E 9q 9
°yP ��;'" TRANSPORTATION
fm oo OPERATIONS
° �, ` P LAN
'�� y� 0��2
r '�'r SP O
O OF {RpN G
DOCUMENT NOT CONSIDERED FINAL NF rRAFF�L
UNLESS ALL SIGNATURES COMPLETED

PROJECT PHASII�G
PHASE I
STEP 1: INSTALL ADVANCED WORK ZONE WARNING SIGNS IN ACCORDANCE
TO NCDOT RSD. 1101.01 SHEET 3 OF 3. "
STEP 2: AWAY FROM TRAFFIC, CONSTRUCT PROPOSED ROADWAY UP TO BUT NOT
INCLUDING THE FINAL LAYER OF SURFACE COURSE AND BRIDGE FROM
-L- STATION 12+45± TO STATION 18+30±. MAINTAIN ACCESS USING
THE EXISTING ROADWAY. SEE ROADWAY AND STRUCTURE PLANS.
STEP 3: USING FLAGGERS AND LANE CLOSURES, CONSTRUCT THE
- TIE-IN OF PROPOSED -L-.
STEP 4: PLACE TEMPORARY PAVEMENT MARKING ALONG -L- USING THE FINAL
PAVEMENT MARKING PLAN.
PHASE II
STEP 1: SHIFT TRAFFIC TO THE NEW -L- ALIGNMENT CONSTRUCTED IN PHASE I.
STEP 2: AWAY FROM TRAFFIC, PERFORM THE FOLLOWING:
REMOVE EXISTING STRUCTURE AND EXISTING ROADWAY.
SEE ROADWAY AND STRUCTURE PLANS.
STEP 3: USING TEMORARY LANE CLOSURES PLACE FINAL PAVEMENT SURFACE
COURSE AND PAVEMENT MARKINGS.
STEP 4: REMOVE ALL TRAFFIC CONTROL DEVICES, SIGNING, AND DETOUR
ROUTE SIGNING.
OPEN SR 1926 TO FINAL TRAFFIC PATTERN.
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PROJ. REFERENCE NO. SHEET NO.
17BP.9.R.76 TMP-3
STV Engineers, lnc.
STV �oo�, �ottet NC�I82035uih ]15
NC licrose Num�er F-0991
APPROVED: o F
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`5\�oF NORTH CC'/y�
DATE: : ,�E 9^p y�
� �T � N
' TEMPORARY TRAFFIC
CONTROL PHASING
f q =o
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� yFy o¢� 2
Q 0
j0 T OF TRPNS G
NF iRAfF�G
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

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PA VEMEI�T MARKII�G PLA11t
1(UAUWAY J�IANUAKU UKAWItYG
THE FOLLOWING fiOADWAY STANDAflDS AS SHOWN IN "ROADINAY STANDAfiD DRAWINGS" -
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPOfiTATION - R4LEIGH, N.C.,
DATED JANAUAqY 2018 ARE APPLICABLE TO THIS PRQIECT AND BY REFEFENCE HEREBY
ARE CONSIDEflED A PAfiT OF THESE PLANS:
STD. N0. TITLE
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1205.02 PAVEMENT MARKINGS - TWO LANE AND MULTILANE ROADWAVS
1205.12 PAVEMENT MAIiKINGS - BRIDGES
1267.01 GUARORAIL & BARRIER DELINEATOFS - INSTALLATION SPACING
1261.02 GUARORAIL & BARRIER DELINEATOFiS - TYPES AND MOUNTING
1262.01 GUARURAIL END DELINEATION
� -_ - �
BEGIN PA Pl MARKINGS
TlE TO EXISTlNG
, —L— STAIlt50
GENERAL 1�'UlC�
THE FOLLOWING GENEH.4L NOTES APPLY AT ALL TIMES FOH THE DURATION OF THE
CONSTRUCTION PROJECT, EXCEPT WHEN OTHEFWISE NOTED IN THE PLAN, OF DIRECTED
BY THE ENGINEEF.
A. INSTALL PAVEMENT MARKINGS ON THE FINAL SURFAGE.
flOAD NAME: MARKING ,
SR 1926 (HANNAH FERRY RD) PAINT
B. TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
C. REMOVE/BEPLACE ANY CONFLICTING/DAMAGED PAVEMENT MAqKINGS ANO IdARKEfiS.
D. TEMPOfiARY PAVEMENT MARKINGS ARE PLACED IN ONE(1) COAT OF PAINT, AND
FINAL PAVEMENT MARKINGS AflE PLACED IN NJO(2) COATS OF PAINT. I
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PAVEMENT MARKING SCHEDULE
PA- PAINT (4" WHITE) • WHITE EDGELINE
PI - PAINT (4" YELLOW) DOUBLE YELLOW CENTER LINE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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PROJ. REFERENCE NO. SHEET NO.
17BP.9.R.76 PMP-1
ST`% STV Engineers, Inc.
Y 1�� 900 West irade St., Suite 715
gp�,a, Charloite, NC 28202
NC License Number F0991
BRIDGE °79008/
,1��1
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END PA Pl MARKINGS
TlE TO EXISTING
—L— STA.l9t20
----------------------------
PAVEMENT MARKING DETAIL
� 40 REVISIONS
02/15/19 ��� -
a�: BRJ �,� �; _
V BY: BR�J
/ED er: GHM ��£

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BEGIN PROJECT WBS 17BP.9.R.76
-L- STA. 11+50.00
EC-4/6
i �� -'-� BEGIN BRIDGE "
-----------�-
'_"'_"'_'__..___'_"_______"__ =C= STA 1dF98.31'
------------------------------
�----�� .. . . SR 7926 (HANNAH FERRY
;
THIS PROJECT IS NOT �VITHIH ANY MUNICIPAL BOUIYDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORA�IED
TO THE LIMITS ESTABLISHED BY METHOD II.
I" I . _ �� . � I � (� f'� I" 1'� (� I" (� � I �: II�
I-II [�;�I-I�� \\�.�� �� I�:I'�(�)�[(�>� � �(�>�"I�II'�(�>I.
ROWA1�l COUI�TY
LOCATION: BRIDGE #81 OVER DEALS CREEK
0111 SR 1926 (HA111111AH FERRY ROAD)
TYPE OF WORK GRADI11tG, PAVI11iG, DRAINAGE, � STRUCTURE
END
1.- :
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�� -L=Si'C'15s55'66'_"____'_'_ _ '
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W�
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- ��
SR DAVIDSON WUXTYY '
TATE STATE Pft0lECT REFERC�C6 �0. 6�� �'W
Nd B16Ef5
1�Te�o 17BP.9.R.76 ECpI %
9TATC PROl.N4 .w.PRU1.N4 FSCNP'I'IOY
R.76 P.E.
ER�d�I�DN AND �EDIMENfi C�NTR�L MEA�URE�
S[d. R DPa���yt;on S•m6ol
1630.03 TemPornr7 9ilk �3SE�L ....................... .�
1630.05 Temporar� Diversioa .............................. , .�.p __
1605.01 Te�no:a:� S�lt Fen�e ...................... �II-{I��II-
1506.01 SyeoSnl Sod�menE ConErol Fonco ........ �
1b22.01 Tempornry Berms aad Slone Dreins..........�. T'-''-'
1630.02 Silt Baaso T7Pe �-- --� -- ................. ♦
1633.01 �em�oran Ro�k S�lt Check Type-t� .................. �
'1'emmorar� Rock S31E Che�k TyP�-A wiEh
MaEfinq and Pol�so��lam3d� (PAM).........._..._.....0
1b33.02 Tamporazy Rock SilE Check Type'B......._. �
WafEle/Coir Fibor NaEE]a ................................_. -`"-
� - -
NacE�� � co;� Fsbe� waEE�a O
wi£b �o�9ecr7�amide ��� ..............."""""""....._....
1634.01 Temporary Rock Sod»nem£ I)am Typc-t'�...........
1634.02 7'emmo:ae� Ro�k Sed,'�ent Da� Ty�e-�... �
1635.01 Rock Pipe In1eE 6edimeof Tray T�pe-A......_.._._
1635.02 Rack PiPe In1eE Sedimon£ Tznp T�po-B.__.�
1630.09 Stilling Basin.-- --- -- --� ................................._ �
1630.06 Spec�a]SEi]liagBnsia._.._...__..'....._.....'...._�
Rock In]eE S�d3ment Trap:
1632.01 T7Po A.......... - ----- ...... --- - -- �i �
1532.02 T7Pe B .................... .................... --......._ B �
1632A� T7Pe C... - - . .........................__.._.... (1. �
Skimmcr Bnsin---------------' ................'---._...---- �
Tiercd Skimmer Bnaia----- .............'--'--'- �
In$i�£rnEion Bnei� .............................................�
THIS PROJECT CONTA�TS
EROSION CONTROL PLANS
FOR CLF,ARING r1�\�
GRUBBING PHASE OT
CONSTRUCTION.
S 1 V ZOO STV Engineecs, Inc.
900 West Tratle St.. Suite 715
��, Charlot[e, NC 28202
NC License NumOer F-0991
GRAPHIC SCALE
10, 0 20
1 1 �
PLANS
10,� 0 20
i�
PROFILE (HORIZONTAL)
2 � 4
�
PROFILE (VERTICAL)
THESE EROSION AND SEDIMENT
COYTROL PLANS COhIPLY iVITH
THE REGULATIONS SET FORTH
BY THE NCG-0I0000 GENERAL
COVSTRUCTION PERhfIT EFFECTIVE
AUGUST 1, 2016 AND ISSUED BY
THE NORTH CAROLINA DEPARTiLtENT
OF ENVIRONMENT AND NATURAL
RESOURCES DIVISION OF WATER
RESOURCES.
Prepored (n t/� Offlce of:
STV E111GI11lEERS, I111C.
900 {VEST TRADE STREET, SUITE 715
CHARLOTTE, NC 28202 '
2018 STANDARD SPECIFICATI011IS
Deslg�d by:
SHIRSHANT SHARMA, PE 4208
NA�41E LEVEL f77 CERT/FlCATION NO.
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Revlev�ed ln tl� Offlce of:
ROADSIDE E1IIVIR011IME11ITAL U11tIT
/ Souih {Vilmington St.
Raleigh, XC 27611
2018 STANDARD SPECIFICATIONS
Revlewed by:
PHIL SUGGS, CPESC
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NP
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Np,o
Roadway Standazd Drawings
The following roadrvay english standards nv appcar in "Roadway Standard Drawings"- Roadway Design
Unit - N. C. Deparvnent of 1'ransportauon - R�leigh, N. C., dated January 2018 and the latest
revison thereto are appGcable to this project end by reterence hereby are considered a part of
�,�se vi�„�.
1604.01 Railroad Erosion Control Detail 1632.01 Rock Wet Sediment Trap Type A
1605.01 Temporary Silt Fence 1632.02 Rock Wet Sediment Trep Type B
1606.01 Specinl Sediment Control Pence 1632.03 Rock Wet Sediment Trev Type C
1607.01 Gravei Construction Entrance 1633.01 TemDorary Rock Silt Check Type A
1622.01 Temporery Berms end Slope Dreins 1633.02 Temporacy Rock Silt Check Type B
1630.01 Riser Basin 1634.01 Tempornry Rock Sediment Dam Type A
1630.02 Silt Basin Type B 1634.02 TemDarary Rock Sed'vnent Dam Type B
1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sedimeut Trap �Type A
1630.04 Sulling Basin 163�.02 Roek Pipe Inlet Sediment Trap Type B
1630.0� Tempomry Diversion 1640.01 Coir Fber Ba(tle
1630.06 Special S611ing Basin 1645.01 Temvarary Stream Crossing
1631.01 Matting Inscallarion

SILT FENCE COIR FIBER WATTLE BREAK DETAIL
ISOMETRIC VIEW
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INSET A
FILC �' ^^�
VIEW FROM SLOPE
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NOTES:
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE AND
LENGTH OF 10 FT.
EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED.
DO NOT PLACE.WATTLE ON TOE OF SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN
ANGLE TO WEDGE WATTLE TO GROUND.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF
WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED.
INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH SECTION 1605 OF THE
STANDARD SPECIFICATIONS. ,
ILT FENCE POST
= INSET A
DOWNSLOPE STAKE
SIDE VIEW
1"_2" TRENCH

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CLEARING AND GRUBBING
EROSION CONTROL FOR •
CONSTRUCTION SHEEf 4
NOTE:
PERIMETER EROSION CONTROL MEASURES SHALL BE
INSTALLED DURING CLEARING AND GRUBBING PHASE.
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NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER.
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER.
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PLANTING DETAILS
SEEDLING / LIN�R BAR�ROOT PI.ANTING DETAIL
REFORESTATION
HF,AT,ING IN
1. Locate a healing-in site in a shady, well
protected uea.
2. Escavate a fla[ bottom treneh
12 inches deep and provide drainake.
3. Backfill the a�ench wirh 2 inches vvcll
rotted sawdust. Place a 2 inch layer of
well rotted sawdust at a sloping angle
at one end of the trench. ,�
4. Place a single layer of plants
against the sloping end so that
the root collar is at ground level.
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5. Place a 2 inch layer of well
sawdust over the roots maintf
a sloping angle.
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6. Repeat layers of planu and sawdust
as necessary and water thorouglily.
DIBBLE PLANTING METHOD
USII�TG THE KBC PLAIVTII�TG BAR
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III-IIE1 �II—II—III
�i I �I I E� ���fT��--I I
III�II I � LTIIT_—JFII
1. Insert planting baz
as shown and pull handle
toward planter.
IT�1=111= �1=II�
I ��I IUIE�I
-1 I I I r—I I EI I J I
III��I �II-J��-I�H1E
I I I�I I� I FI I 111 I I� TI I
2. Remove plsnRng bar
and place seedling at
eorrect depth.
� 2 inch
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I i—i � uTi�i
I I�I II I I I� I HI I� i I
I I B I ��'TI I�TI I�I� � I
3. Insert planung bar
2 inches toward planter
from seedling.
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4. Pull handle oE bar
toward planter, firming
soil at bottom.
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ILIIL—IILIIL—ilLll
5. Push handle fonvard
fir�ning soil at top.
PLANTING I�TOTES:
PLANTING BAG
During planvng, seedlings
shall be kept in a moist
canvas bae or similar
con[siner [o prevent the
root systems from drying.
KBC PLANTING BAR
Planting bar shall have a
blade wirh a triangulaz
cross section, and shall
be 12 inches lone,
4 inches wide and
1 inch thick at center.
ROOT PRUl\�G
All seedlings shall be root
pruned, if necessary, so that
no roots e�ctend more than
10 inches below the
root wllar.
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I� BI IEIIEII
I �1�J���L�IFI B�
6.I.eave compacdon ,
hole open. �Vater
thoroughly.
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STAT¢ PAOIEC! REF[RENC¢ � B166T TtYI'AL
2�0. 61�,E1g
l�T,�, 17BP.9.R.76 RF-1
srwre eaa.nn . raa.nn .
ST� T 100 STV Engineers, Inc.
1 y 900 West 7wde St., Suite 715
pn�, Chorlotte, NC 28202
NC License Number F-0991
❑ TREE REFORESTATION SI-IAI.L B� PI.ANTED 6 rT. TO 10 1T. ON CENT�R, RAi\'DOM SPACING,
AVERAG 1NG 8 I� I'. ON CENTEI2, APPROXIiiVIATELY 680 PLANTS PER ACRE.
REFORESTATION
n�XT'URE, TYPE, SIZE, Al�� P'URI�TISH SI3ALL C0IVFORM TO THE rOLLOWIIVG:
25 o LIRIODENDRON TULIPIFERA TULIP POPLAR
25 o PLATA�ITI.TS OCCIDENTALIS Ai��+RICAN SYCAMORE
25 o FRAXINUS P�N\TSYLVANICA
25 o BETLJLA 1VIGRA
GREEN ASH
RIVER BIRCH
12 in — 18 in BR
12 in — 18 in BR
12 in — 18 in BR
12 in — 18 in BR
REFORESTATION DETAIL SHEET
N.C.D.O.T.- ROADSIDE ENVIRONMENTAL UNIT