20210627 Ver 1_15614.1075010_I-26 and Old Howard Gap_USFWS Concurrence Request_4_14_21_20210420

,�'STAfE
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
April 14,2021
Ms. Holland Youngman
U.S. Fish and Wildlife Service,Asheville Field Office
160 Zillicoa Street
Asheville,NC 28801
Subject: Revised 4D Compliance Notification and White Irisette Concurrence Request
I-26/Old Howard Gap Drainage Repairs,Polk County,NC
Federal WBS 15614.1075010
Dear Ms. Youngman:
The North Carolina Depai Intent of Transportation(NCDOT,Division 14)will be replacing
portions of a failing drainage system for I-26 and Old Howard Gap Road(SR 1122)in Polk
County(Fig. 1.). A severe failure of this system occurred during a February 2019 storm event
that washed-out a section of Old Howard Gap Road. Though considerable time has passed,
repairs of the drainage system are still considered urgent due to the potential for failures closer to
or even under I-26. This letter is intended to apprise you of anticipated compliance of the project
with the 4(d)Rule for Northern Long-eared bat (NLEB,Myotis septentrionalis)and to seek your
concurrence with an effect determination and conservation measures for the project for white
irisette (Sisyrinchium dichotomum,US Endangered). This letter constitutes a revision of the
initial request made to your office on February 2, 2021. The revision updates population
information gathered from additional survey and details the adjustments made to the plan to
reduce the number of plants directly or indirectly affected by the project.
NLEB
As of December 22,2020,NLEB is listed by U.S. Fish and Wildlife Service(USFWS)
(http://www.fws.gov/raleigh/species/cntylist/nc_counties.html)as"Current"in Polk County.
According to current Natural Heritage data there are no NLEB records within 1 mile of the site.
The project area does not fall within a"red huc"for NLEB
(https://www.fws.gov/asheville/htmis/project_review/NLEB_in_WNC.html). For the proposed
action,NCDOT has committed to the conservation measures listed below:
• No alterations of a known hibernacula entrance or interior environment if it impairs an
essential behavioral pattern, including sheltering northern long-eared bats(January 1
through December 31);
• No tree removal within a 0.25 mile radius of a known hibernacula(January 1 through
December 31); and
• No cutting or destroying a known, occupied maternity roost tree,or any other trees
within a 150-foot radius from the known, occupied maternity tree during the period
from June 1 through and including July 31.
Mailing Address: Telephone:[phone] Location:
NC Department of Transportation Fax:[phone] NC Department of Transportation
Division 14 Customer Service: 1-877-368-4968 Division 14
253 Webster Road Website:www.ncdot.gov 253 Webster Road
Sylva NC 28779 Sylva NC 28779

2
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)NLEB rule, codified at
50 C.F.R. § 17.40(o)and effective February 16,2016.NCDOT may presume its determination is
informed by best available information and consider Section 7 responsibilities for this project
fulfilled for NLEB. Although obligations are fulfilled,NCDOT will also avoid to the extent
possible any tree clearing from June 1 to July 31 to help ensure that pups of bats that are
potentially remaining in affected trees are already volate and not incidentally harmed.
Botanical Surveys
The project area is situated on White Oak Mountain where white irisette have been documented
previously. With prior written approval from the USFWS to survey for white irisette outside of
the appropriate survey window,the project area was thoroughly surveyed on September 14, 15,
21,24, and 30,2020 by Division 14 staff(Dave McHenry and Kevin Barnett)and Ryan Elliot
with TGS Engineers. Presence of white irisette at a nearby reference location on Skyuka
Mountain Road(SR 1136)was confirmed before surveys were undertaken. Additional areas
adjacent to the project area were surveyed on October 15 and November 4, 2020, again after
confirming that white irisette were still detectable nearby.
Three population groups or clusters were found during surveys (Fig. 1). The most exhaustively
surveyed"population"is situated within a southern"dog-leg"of the study area where a drainage
line is proposed(Fig. 2A) The drainage line must be located in this general location in order to
avoid transfer of stormwater between watersheds while also avoiding an unstable slide area
immediately to the west(see red cross-hatched areas in Fig. 2A and on Roadway Plan Set)and
extremely steep rocky terrain to the east. The two other population clusters are situated near the
periphery of the study area and are not anticipated to be affected by the project. Additional
irisette plants were found in the "dog-leg"area on March 2 and 8, 2021 during right-of-way and
easement staking for the project. So, additional intensive survey work was completed on March
22, 2021 with assistance of NCDOT Central Natural Environmental Unit staff(Anne Burroughs
and Jared Gray) to better ascertain the overall population here and help determine if project
redesign should be undertaken further.
While small-whorled pogonia(Isotria medeoloides, SWP) is not currently known to occur in Polk
County, it was included in visual surveys for the sake of a thorough review of the site. SWP
grows in secondary growth deciduous forests or deciduous-coniferous forests,with an open
canopy,open shrub layer, and sparse herb layer. It prefers acidic soils. Dwarf-flowered heartleaf
(Hexasytlis naniflora,DFHL) is known to occur in some forested areas of Polk County,mostly in
the piedmont region.
The survey windows for white irisette, SWP, and DFHL were not optimal when surveys were
conducted. Nevertheless,no SWP or hexastylis species were observed during the surveys. Much
of the project area,particularly on and near the fill slopes below 1-26 and/or near the transmission
line corridor,has dense overstory and shrub vegetative covers which are typically inhibitive of all
three species. SWP and DFHL plants also prefer acidic soils versus the more neutral to alkaline
soils that white irisette prefers,as are commonly found in the project area on White Oak
Mountain.
Consultation History
NCDOT staff correspondences with USFWS staffs(Rebekah Reid,Janet Mizzi, and/or Holland
Youngman)concerning the project included, in part,the following:
• September 9,2020 emails regarding the need for white irisette survey for the project and
permission from the USFWS to survey for the species outside of the appropriate survey
window;

3
• September 23,2020 emails regarding evaluation of a drainage design shift to avoid white
irisette;
• October 30,2020 emails regarding possible directional boring and construction access
from the south to avoid white irisette;
• December 8,2020 emails which followed-up a phone discussion concerning arising
access and technical limitations; and
• December 10,2020 tele-conference regarding the overall project status and the
constructability problems, access limitations, and white irisette conservation
considerations;
• January 27,2021 email and follow-up coordination on relocation and monitoring plan.
• February 2, 2021 email transmittal of project Section 7 concurrence request.
• March 3, 2021 email informing USFWS about discovering more plants during right-of-
way staking.
Avoidance and Minimization Efforts for White Irisette.
As noted previously, a portion of the new drainage line needs to be constructed through a portion
of the largest population cluster of white irisette that was found in surveys (initially tallied
n=118+individuals; increased to approximately 228 individuals in March 2021 surveys). This
line must extend approximately 1000 feet down the grade from Old Howard Gap Road in order to
divert stormwater from an unstable slope(see southern"dog-leg"in Fig. 2A). Furthermore,the
drainage must also then be routed back to the stream below this unstable slope in order to avoid
introducing additional stormwater into an adjoining watershed where it would likely induce
stream erosion and potentially cause hydraulic trespass concerns.
Avoiding all direct impacts with the southern drainage line extension was not possible with the
original design, so a directional bore was evaluated to install a section of the drainage line under
the white irisette(plants). On November 20,2020,NCDOT staffs, design engineers, and qualified
contractors evaluated the constructability of this option in the field,as well as evaluated other
aspects of the drainage design. Due to extremely steep grades(average 30%)it was determined
from this meeting and subsequent conversations that directional boring would be impractical and
very impactful in this situation,particularly if it had to be accomplished by bringing equipment
downslope from Old Howard Gap Road.
In addition to the constructability issue,the landowner where the southern drainage line
terminates recently declined to allow construction access to the proposed drainage line through
their property from the south. Access from adjoining properties from the southeast is prohibitive
as well because the population of white irisette apparently extends further in that direction than
initially documented. To prevent stream scour below the drainage line, a substantive rock-lined
scour pool is required. Therefore,the access limitation imposed by the landowner and the
inability to disturb the unstable slide area dictates construction of a road from Old Howard Gap
and downslope through some portion of the white irisette population.
As noted above, exhaustive efforts to completely avoid direct impacts to any white irisette on the
project were undertaken but have ultimately proven prohibitive or impractical. However, direct
and indirect impacts have been extensively minimized by minor drainage line alignment shifts.
The initial plan(before additional plants were noted in March 2021)would require directly
impacting only two plants and possibly a 3rd unrecorded plant(see Fig. 2A). In addition to direct
impacts,there were only 5 plants believed to be within 20 feet and about 22 plants within 20-40
feet of the proposed clearing limits that may be exposed to increased light conditions due to the
canopy clearing within the easement. However, the number of individual plants was markedly
higher than first accounted. This included the discovery of three more dense "clusters"of plants,

4
two of which combined represent 42 plants and that were within the initially proposed clearing
limits. Therefore, the project was redesigned further to minimize to the extent practical the direct
and indirect impacts of the project on individual plants (Figure 2A). Based on the revised plant
numbers and redesign the drain line, the project will impact 12-15 irisette plants and potentially
indirectly affect 35 plants within 20 feet and about 90 plants within 20-40 feet of the proposed
clearing limits.
Although the project area already contains invasive plant species(primarily Sericea lespedeza,
kudzu, and Japanese stilt grass),the project could introduce more invasive plant material, either
through hydroseeding or contaminated construction equipment.
Conservation and Mitigative Measures for White Irisette
NCDOT is committed to the following measures to mitigate or help conserve white irisette:
• Plants directly impacted in the construction easement will be relocated onto suitable
habitat near the existing population(i.e. on same or adjoining ridge lines),but beyond
any areas of future maintenance of Old Howard Gap or the drainage line or areas of
potential indirect impacts from forest clearing and associated light changes. NCDOT
staffs will determine a suitable site in coordination with USFWS and perform relocation
of the plants. Directly affected plants will be transplanted in March or April 2021. If
plants cannot be immediately replanted into their final locations in spring 2021,they will
either be temporarily placed in pots or transplanting will be delayed until October 15,
2021 or later. Any potted plants will be held at a suitable facility such as the UNC
Botanical Garden, Chimney Rock Park, or similar facility until they can be planted
during the next appropriate time.
• Relocated plants,plants potentially indirectly impacted, and other plants within NCDOT
PDE(approximately 2-7 170 plants)will be monitored for 5 years. Plants will be checked
quarterly the first growing season and then annually each growing season thereafter with
annual reports provided to USFWS. Invasive and/or competing vegetation near the
relocated plants (12-15) and plants that may be indirectly affected by the project will be
assessed(see monitoring area on Fig. 2A). If plants are found to be impacted, a plan to
address invasive or other encroachment will be submitted to the Asheville USFWS office
along with the annual monitoring report.
• Stumps along the edges of the cleared areas will remain in the ground wherever possible
to accelerate reforestation.
• Heavy equipment accessing the southern drain line, or other portions of the property held
by the Conserving Carolina Land Trust,will be pressure-washed before coming on-site to
reduce the potential for further introductions of invasive plants.
• Safety fence will be erected between all land disturbing activity and environmentally
sensitive areas that may harbor white irisette.
• A preconstruction meeting,including follow-up in-field meeting immediately before
clearing,will be held with the contractor to ensure familiarity with protective measures.
USFWS will be invited to these meetings at least 2-weeks in advance.
• Erosion control will be accomplished in accordance with the attached plan that was
adopted in part from a plan for invasive and/or competing vegetation types on a nearby
NCDOT project with white irisette(SR 1136 Skyuka Mountain Road). After USFWS
approval,invasive plants sprouted in the disturbed areas will be controlled with
herbicides within 2 years of project completion by currently licensed NCDOT
applicators. NCDOT Division 14 and/or Central staffs familiar with the plants will
survey any application areas in advance for white irisette plants and conspicuously,but
temporarily,mark their locations. Cardboard or other barriers will be used as needed to
block drift of herbicide treatments that are in proximity to irisette. Foliar treatments will

5
be completed with handheld or backpack sprayers that are adjusted to deliver large
droplets that help avoid drift/overspray.
Conclusion
A small number of plants will be directly affected by the project. However,these effects involve
transplanting a few plants to nearby suitable habitats where they will be monitored for a period of
five years. Similarly,plants that are not directly affected by the project will also be monitored
and receive care such as removal of fallen limbs that may shade the plants and control of
encroaching invasive plants to help avoid competition. Directly impacted and potentially
indirectly affected plants are part of an apparently robust local population center in the project
area. The project is likely to impact white irisette plants and,therefore,we request formal
consultation from USFWS on this project.
Please contact me at [e-mail] or(828) 586-2141 if you have any questions about
this information or require additional information. We greatly appreciate your time and
assistance.
Sincerely,
EDocuSigned by:
� l 4/14/2021
8B673FBE42E5415...
Dave McHenry
Division 14 Environmental Officer
Ec:
Jeanette White,PE,NCDOT Division 14 Senior Project Engineer
Wanda Austin,PE,NCDOT Division 14 Project Development Engineer
Kevin Barnett,NCDOT Division 14 Environmental Specialist II
Mitchell Bishop,PE,NCDOT Division 14 Construction Engineer
Josh Deyton, PE,NCDOT Division 14 Project Development Team Lead
Attach:s
Fig. 1_15614.1075010 Maps, Study Area, and White Irisette_ver 2
Fig. 2A 15614.1075010 Roadway Plan Preliminary-PSH 9
Fig. 2B 15614.1075010 Roadway Plan Preliminary-PSH 9_Revised April 9, 2021
15614.1075010 Seeding and Erosion Control Notes
15614.1075010 Jan 5_2021 Roadway Plans_Partial Set

Fig. I I-26/Old Howard GapRoad. Drai• nage Project .
9 9 J
15614.1075010 t- r
I = = = = Distribution . . . • .
•
•
�. • 3 •
4.
•
•
' i:. Study Area "
c
..
r
Legend
• • —126_Streams surveyed for project
•' 1-26 old Howard GapRdy_StudyArea
3 plant
"population" • 0126_White_irisette.
, J • clusters points represent single plants or
• closely grouped multiple plants
. ' I.
inset Conservation Easement
t Conserving Carolina Land Trust
•
Js ®Private Pacolet Area Conserv.
ryt ., r.r+ _ al NLEB_HUC12
_
•
5 .. - i. _ - .. t
.y�j' f '
.. r.
.. 0.2 0.1 0 Miles
f rk
--r
•
{
yew Y•
..
,r S
• fr++
64/-1..--
•
1• . , tom i \ `-.5
• •
• 'k191 f t
••
• . ' --./ Study Area , y
• • 7dF•t
q • •
1 .
• r
% 1ES
• ' t ' .25) 21 ilxi..
i •
nset M1 r ��
176 '
- Pecal t.
kI .rp..n
e
Legend green points are single plants .., J' } I f—� -� �_ _ i. i
• w1 ite_irisene_or multiple plants in N F f r y- ' — —�—---L---—-
—126_Streams approx.10'buffer area f'
1-26 old Howard GapRdy_StudyArea r� '-.y r,
��--'� � NCDOT GIS Unit,So�drees: Esr„i, HERE,Garmin,
�7 w1 ite_irisene_green polygons are multiple _ Er t, Intermap, increment P Corp.,GEBCO,USGS,
plants in larger than approx. W�©
10'buffer area FAO, NPS,NRCAN,GeoBase, IGN Kadaster NL,
r
Ordnance Survey,Esri Japan, METI,E,,sri China
S (Hong Kong),swisstopo,©OpenStreetfVlap
contributors,and the GIS User Communit

PROSE NO.
5' 0' S' 1 0' PROJECT REFERENCESHEET NO
m 1—ESA—I ENVIRONMENTALLY SENSITIVE AREAPM LT No
RwEe:NGN "�ZGR�'EER
25 I NOTE.ALL CSP GASKETS ARE TO BE SLEEVE GASKETS. L•.• 1 LANDSLIDE OUTLINES-ACTIVE
1 1 DENOTES NUMBER OF PLANTS AT LOCATION INCOMPLETE PLANS
ONE ADDITIONAL PLANT NOTED IN o — -- PERMANENT DRAINAGE EASEMENT
THIS GENERAL AREA-GENERALLY
IN-LINE WITH SOUTHERN FENCE ° �E-- TEMPORARY CONSTRUCTION EASEMENT
t,, FROM BARN(ON 11/04/2020) N
c
` P MONITORING AREA
k'' LANT DOCUMENT NOT DONEEDERED PENAL
, \ UNLESS ALL EIONATUREE COMPLETED
�, a v ED Te=E��,�EEa=
NC 213150
n\\\ CORP.L,�E�=E moo. -0_,_
—
MAP'
DssPATG LSN. L_3D RT \\
PH <,476-D003
T DETI s N .1 a WOODS
L,
CLAESTSS
O ;, L-75 FT
EST.i DE�..
D OK �. WooR, 4 RA,Do
A1{ dv
s., NOT FULLYES SURVEYED 1 Fa k \\ »
APPROX ESA EXPANSION- ® PROPOSED CHANNEL CHANGE f}\\\ D
�a,E m OBSERVED HERE.a BUT MORE O •.LD „� ♦ � TONS
- DF;L �Q\� A \ -. -
1DETAIL-SHEET_
L-165 FT
a•fZoo (1 a° Oo GAGE)
D� Da a LUG w1GASKET, •�� .»
d m v
w w,- �, i � �10010
PLANTS TO BE ` szE� O
TRANSPLANTED FROM - �Fcs'_ 7 u
HERE ABOUT 100 FEET �oz r "PRO
-30
NORTH OR TO OTHER ;,� s��\ _ °`SAFETY FENCE TO BE PLACED' °°, i
E OF ALL
SUITABLE o I ON
EASEMENTS(DIEDNOTED AS
LOCATION IN 1 ( a � GOLD LINE ON THIS SHEET)
COORDINATION •s4s' i T'' '„ 1 sk V-
WITH USFWS '
NTR ST o>z,
WOODS
ASPDRE D BY THE ENGNEE . iTHIN ESA \\
o =u aw �ejeeeeee 1
• 1 ELZABETN F.NORNE
P R ®y:�3,. .eei�0 ®�ie�esei
\ O` e�eeee®ems I,eeeeeeeee�• DAV D W.FOSTER
POOR .� 4,4.. DB 232 PG 1195
E
�, e /eeeeee♦ MAP CARD FILE C PG 792
\ �n.. D` �°� \ °.yeeeeieie0e . ��eeeeeeeeeeeeee0e,
„.. eyie eeeee...eeeeeeeeee.
CSP W .4,0+y�e�e•e�geeee�e�•�e�ep4ede e�ese�e�e���e�'`.
a: y qt5 6 e��ieieieieieiee�ieieieieieieieieeieieiei.40reeie .�-rv. WOOS
epee♦ ♦eee�i♦ ♦ere♦ ♦eeeeeeeeee ♦eeeeee.
ere♦ ♦eeeeee►eeee♦ ♦eeeeeee♦ ♦♦ ♦eeeeeee..
\ \ Ns=,� �eeaai� i�eee�ieeeeeeeieei9®ieiseiieti �i�OXeieiei�eeieieeeiei®®�s�.
q0� P s 28 reeeeeepeeeeeee�yeeeeeeeeeeee�eeeeeeee eeeeeeeeeeeeeeeeee .ee%eeeeeeeeeeeee9eeee�eeeeeeee�
O '} a ire e���♦_ieieieieieiei ieieeeieieie�iei ieies�eieie�eieieieieieieieiei�seieieieieieie�ei4•
,, T BARNES.III H.0e C aaa ' 1R e®eee�eeeeeeeeeeeee eeee�ee*eeeeeeeeeeeeeeeeeeeeeieeeeeeeeeeeeeSeeeeeeeeeeeeeeeeeeeeeeeee8e4 1
AND ELZARETN NRARNEs ►es0ieeeeeee eeeeeeeeeeeeeeeeeeeeeeee�ieeeeeee♦ eeeeeee
,� DB 306 In,891 \. eeeeeeeeee♦ eee•
ee eeeeeeee eeeeeeseeeee•eeeeeee�i eeee _
L VING TRUST �a
•
AP CARD FILE B PG i235 410
LD�o,�C.{ f54 E •
4•'eeeee�:ereleee®tieee®eeeeeeeeee�eeeeee •
®e eeeeeeeeeee eeeeeeeeee®e♦eeeeeee ee
y 3=*.w®e�e�e�i�e�e��e�e�e�e�e �e�e�e� �e�.� �e�e�e� Oe�e�e�e�eei�e90e.
g
gar
*OR ��teieeeeeeiiiiieeieieieieieeee �eeee
AI.... al)....
�weeeeeeeee♦ eeee♦ eeeeeeeeeeeeeeeeeeeeo♦ ♦e
' Oeeeeeeeeeeeeeeeeeeee4eiieeeeeeeeieeee0®eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee� ie�
t � . s°� RA, �eeeeeeeeeeeeeeeeeeeee®eeeeee♦eeeee ee0eeeeeeeeeeeeeeeeeeseeeeeeeeeeeeeeeeeeeeeeeeeeeeeeep•
°a:°ne 'o eeeeee••eeeeeeeeeeeeeeeeeoeeeeeeeeeeeeeeeeee
�, ►ee''eeeeieieeeeieieieeoeeieseieieieieieieieieieieesei�eei�A �eeee�eeeeee�
..AL. �eee!ee
»i \,e'o8P 0eeeeeeeeeeeaCeeeeeeeeeeeee,e•eeeeeee....4 �''eseke'4Ce�e'e'e�e=e�ee=e'''" �4
xxs TOE D Nam. �eeeeeeeeeeeeeeeeeeeeeeeeeee�eeeeeeeeer:eeeeeeeeeeeee eeeeee.
`BOARFF6RPCSPBORTATION ®ev'''" ° •
eeeeeeeeeeep®eeeee--i'.�eeeee�4)4.4reeeeeei�ee48.4te`iieieeeeeeee.
FIGURE 2 A „

0- PROJECT REFERENCE NO. SHEET NO.
0
-26
50' 0' 50' 100' I—ESA-H ENVIRONMENTALLY SENSITIVE AREA /RW SHEET NO. 9
co `1111�
ROADWAY DESIGN HYDRAULICS
25' \
��---- � LANDSLIDE OUTLINES - ACTIVE ENGINEER ENGINEER
NOTE:ALL CSP GASKETS ARE TO BE SLEEVE GASKETS. POe PERMANENT DRAINAGE EASEMENT INCOMPLETE PLANS
ONE ADDITIONAL PLANT NOTED IN 0 Z
THIS GENERAL AREA- GENERALLY NOT USE FOR t�W ACQUISITION
�E TEMPORARY CONSTRUCTION EASEMENT DO
�
°`� IN-LINE WITH SOUTHERN FENCE 00
FROM BARN (ON 11/04/2020) T \ r (_) oN f`r`r`r`r� PLANT MONITORING AREA
-oblL \ \\ \ \ \ \ / CLEARING LIMITS AND SAFETY FENCE
�, \ \ I 1 I N I \ \ \ \ \ - /
/ DOCUMENT NOT CONSIDERED FINAL
/ \ I , \ \ I o I \ \ \ \ \ k // /
BOUNDARY UNLESS ALL SIGNATURES COMPLETED
/ \\ I \ \ \ \ \ ° \ /
/ \1 , °a I \ / Tus
TGS ENGINEERS
,o \ \ \ +35.00 962.00 / �y \ ENG�N 804-C N. LAFAYETTE ST
�_ \ _ \ I \\ 959.00' k I 1 0 7 `i/ \ SHELBY,NC 28150
y `\ \ 'a ,n'" - \ �y\ PH [phone]
1,Q \ \ /-1 0 \ •\ J\ \. /
oa I \ \ \ / E' \\ / p. CORP. LICENSE IV CO275
\ m LINE EXISTING CHA L O Ll
/ \ l \ \ / e. ♦ CLASS"I"RIP-RAB' \ \ }� \\ /
i Q 1 SEE DETAIL SHEET 2D-14 \ `,1
/ l- I \ C / EST.35 TONS \ \ \ \\ _ / \ \\ / / II 1
/ 0Sl \ / 1 ENERGY DISSIPATO BASIN #1 _ L=30 FT \ \ \ /
/ \ 1c i \Obl l-___/ SEE DETAIL SHEET 2 -14 c / \ Y_ ,� v�\ / I W60DS
._0L / Y�/ I CLASS"II"RIP RAP , / I / "�Y \\ \o\ I I o
/ �EST. lO TOV1 A / A A __/ \ V i / I
Q St! \ EST. 50 CY DDE \, ` / \ /
,,ER
F00;///i \ / L=751 FT i ` i\ J3 � / / /09,,,' / o / // � \\ i \ <[t\\ \\ I\ 1
BRIDGE/ % \ EXPANDED _ •5.., - 4� / „ / r� \ /-- ° \ /
O oo°s v A — v V I
M3WD DK , A PDE BOUNDARY I ° A ! ` � / B61.00' / I \ \ \V A A
\09LL—_ — I % S \ ` SI� / o� \ // \� \/�_o� \\\ o'_[i [?°O\
moo[ p9 / q / / \ I ; `7j‹.go.... \
v _Wp°4 APPROX. ESA EXPANSION /yam D9D�w ": / ° € \\ Q \`
PROPOSED CHANNEL CHANGE I / \ '� \ l
ST° NOT FULLY SURVEYED // 11 ' SEE DFIAIQL919EET20.14 ,/ \ / \ / \ ,S;L—/ \\I \
NE WD OK \ BUT MORE PLANTS /' , l` O 1 y SPC DSN 90 I4,Y a, CL/,SS"I"RIP-RAP S\ / //—08LL N./
\ ��—pf \\1.
JB W/MH ESP.165 TONS \/ / \ \ �^ /' _ [[
t�� } I OBSERVED HERE. 31 / cQ "�3 i //L5165 FT 08DE \\ /'/ \\\N C / \ \
P� S Al RC 7-4 / l� \ \, +42 00 y / 30" ((O GAG / \ // \ / n "I.1 �♦` +^ ••\'
,� ^w .l / \,CO' 3 • 746.00' C s[ ./ \ / OBIT \pa --- oo /� C3* I//
`��c O RO & LUG ASKETS �\ \ \\
,. K / / _p6Ll\ ' _061E\/ '.a o�P °y.� 5.8% / /i--°6[ \/ // \\ p6�i \\ w G\\ Y\ ---06��/ LL\ l'.",,, . . ,; I / — \v/� 13 Q Voff\ / // / [\ // \ // °s[[ T /' I
o \o \ti/ _—I 1 __ooze\ o�`5 ' r / // \ / __ \N, \\ \)/ 0 ��
w I / oozL \ �o _1 / — \/ / \\ ----oo \ / n /
I \ 10 0 o / \ / ZL� \
te , m' /— * I / o� 4> \—\ ti/ / Olzl� \OOA/ \\\ \ - **# --OO
PLANTS WILL BE \°/[sA j �r _—� / °L \o° \\ _oaL—_ \ `\ — i ''
RELOCATED FROM / �a — . I /\ / /lD�3/ Zl / ° z _ / �` /—�
CLEARED AREAS TO / // /— 0e, o� ';''' <090' I//tb /o '/; SEE DE�RiHP€PROFILE ,/ — \/ //OZZL\\ ``. / \\ \ \\` \I /p0 If \\ OpL /
SUITABLE FORESTED _ } n GPF8661' J // • 00 // / DZZL_____// — \` /--oZZI\\ \\ \°off` / / `
/ \
LOCATION(S) NEARBY / '� o`s 5 /� / ' / ° ° _
/ �JOS 1 d \ /' pOZ Z �/ // /— OZL-- fZi i / \ \\ I —OLZL--_\ / \\ OIZL_
BEYONDCLEARING 1 . ,ti O&psy�9°I° , ENERGY '---\ / / / / _/ _ \--- l \ \ I / \ ` I
LIMITS IN COORDINATION I / 7,, 1° s.ti" o DISSIPATOR / / / -- °b2['I_/' \\ \of \ \ \ / " \\\I
WITH USFWS. ti T°• B
1. a NEW ALIGNMENT FOR \UbZL— 2`\ \— DZZL__ `\ / / —DZZI__ 1,0
/ woods o / / 3 V Pc osNv ��. v I \. / / v /---- v A v vo I / / —_
/ g DRAINAGE SYSTEM ,o9zL \ \ /�
I CONTRACTOR TO INSTALL Af. y;U d JB W/MH \ / / _ \ \ \\ Z[vl / \ I
I /—\ [� \ I / SAFEN,FENCE WIT N SA /—°c9OS r a \ toP \ r08 0 / / // —ObZL— O92L—_ \ \ \ ———_
/ \ , / I ANLySFOOR AS DIRECTED Q BY�N nol �••n \°Z�/\ \ \ _OpZI 77.�31Q/ / / / / / —// WOODy'�� \ \ \----� \\ 1 / ° I; tiff
oti I I/ / THE ENGINEER/ ° . AL
"T .) \\\ \ / / / / / I \ Os,//— __—— 09 °„[ \OZZI—I [ I °
\ s Zl \ \ f / 2 I
1 II / / // �i- \° \ ./ 0,5, / / ti/ / / 1 1 \ a \ / 1 l/ / �_
/ 1 1 / / / / s,,a-wro fz[ \ o / I I 1 /-- ��i°i���� o[zl—__ \\ \ \_ / \ '\ 7
/ 1: I ti _ ti / / lion - 1 \o - y \
Z \ / 1 SPC DSN \ • / \ I / I / \ \ \ /— OEZ / \ \ /
, 00 / ti 18 W/MH Q• \ / ���ii ,n
/ ti \ 5 �� \ \ 1 I / eiii ,4 \ / a \ wti
/ \ �/ // / °p / of0 0�0 -oz• - , \ N I y�=r` 4 _,ELIZABET F. RiIE
`"� /� / o ,'. / / a e ( \2 a / \ ID ,(1;1 FOS R oo \ob ` ° __--
I :\WDDK / / ` n\_ ,�i�ii+, �\ I / illiiii�� \f�IAP CARD I�EGCI 742 I ---\ //—04Z \\ \ \ I /
/ / ` °�z pQ �1r 1 \ -D£ ,�iiii� \\\ N •iiiiiii♦ \ °Sz ( \ '
" V,,,,J'� // / //N oy, , Y/: \4\.. \ !!�liti�r�i!!'® ®yz�s►�►'�Ai��Ai�'iiill�Cw`�°p£L os2[ \\ \ I _` --\ JI \ \ ° Z,/
-_
\ a - ii�i4i�►e00�►iiiiiiC�ii♦ \ /
/ \� t I I ,/ \ . — ���io�•Tii'�liy► ►`'�l��A►i'ii�il�lliniOA'�� ���Oiii•?`� v v ; - ---°szL v /,v v v v , , °�
°y .•,' .E !♦iilli-v' i '" i0i �iiii \ \ \ _ ,LZL `. o5z° °�ti \ \\ \\ /
\ \ ENERGY O � , o �� F Zil3Alliri�vy�,idiiiOiiO�AiiOi�►ni�,►�'�1li `�e I — ® ®. �� \ WOODS /.,,/ \\ \ \I �/.
\ \ DISSIPATOR ,yo O 5 . \ \ - \ N
43,.D� ,' *l� i ►ii liaiiii`ii4►i0 \ \ ��iari�� ,__/ /— \ I tlZ�'- <0912> ' 11" . ., , ii=O�!!i�►irDin ►oi�!101ii�t►i \ I'�Gl�ii�Ci, IP /
gP w • \09Z1/ \ \ 2 \
0'* ' :;; !�n�"�ls'�t'•�ye��o�s�ili�'s!ilofoN•,'�i ►o!!�i°orliil ►iin��s�.• ®e •.ii�loa lZ,!o. v -- D�zL_-/ v °9c/ v /
az, , ti , o� / / ' ��� ♦ iiiicOiiiiCOiieiii� ►lit l�liloi0°�il0li��►: ---- °e./ vv S I /
\ \ I 1 I & / / / / °30• - '72 - is�sloi=lrwl;�►iisoG�.... ioi/�ii,4�►Dollyei:lr►ioiiiily►y�lliif��i�►�isloioli�o�,i�i�.ilZ,Li�O,�l►iilil� 1
_—` I I o ywa'i SP \\\ 3 oaz -- -- oszL\ \ \�
\ 1 \ / / W y a _ f itilliiiygri1011lCOli�li3l9ilrl►l►ll�►lllls►lililiiii�iiililrOlsl�lililllllll==�— — \\ \` \
\ / ti/ - Fiil�li09i�►iiiiiioiO+'-v-v' ^�il+'h � iili00��ii — \
\\o\ `�Ai�o ELIVNOT"R H.USB�a�NES.e WMH ;p/> 333..E \\\ �1,7�i � �i�►l'.5. - I ►ii'�1►Oilliiiill►iNii�Z� Ot�iCiiil0ir0�p6Z \ _° _ °sZL J/ \\,\\
O���i1iliyiliCiDililili�iloll>tiOClilllry�il��ilolililililililillilsiti�il illilQ ,�i/lil��i,�t4----- l
"� c \ \ =l♦iiiiiiiPiiioiiCii�oniiiilii�iii�►il�►�l - oiii4,- 4)4,, D£l__ \ N\\
�. [ -- q I DB BOB3 06 PG 1P 5 / 0££l '�.
3 \ ^P CARD FIDE B PG 35 ? /, '�'- -°Z£l , t 'i0iiii�+iioiiiir�iiilii7i3ii0iiio�►liii�ii0iii�ieiiil� - /\ \ \
dodo, \ \ \-[ 2' \ I N o I , / s�„o ° S,__ 6 A ..` n3►�l ►iiiiiiiii�10i�>♦iiiiiiii0�liiirt. Olii3Oi0i�ii ol£l-_ oo \ °8zl
\ \ _ ��nlililiNioi=ior*olir��ilil�►�iiio�*roiiioiiiiioiiililililiiili�i°�Dill•lililioiooliii�clooiiile!�oino� _ f°\\°6
N \ 4 ®���iiiiiiiiiiiiti�► COi •� iiiiO3 • __ - �[ .
\ \ 'o \ \ \ l °f££ �� llid►iii4iiiiiiiiiiiiiiiiii♦i-i4li=Oirl►ii* -°Z£L \
/'-- \ \ \ - \ \ \ \ \ \< \ s�F� •
ENERGY SA[ I�� . \ ----_0£E[-- \ OIEL� \ N
\ ,,,° I s DISSIPATOR , Gili ,� CiiilAO'�l4lliiol iiiiiiiiiiiiiiiiiiiiiii �Ci�� \
o � � v ( /_,I / ;,N v 90 JB ,` ii A' M�iiiAi iiiiiiiiiiiiiiiiiiiii1► � `- DbEL_N -v v v
v / vv`v`v'v + ►►iiiiiiilililrt�lllllliiiilili�llliiiliiiliiiliiiiiliiilliillli�lipiilZ�l101slZiQilllliii- vv, v--v --N
Ss. / \ r \ �lllillllilllillllill�i� li�j�ll�lh►itlihlilllillllillil�l�j�ji�►'lllillllillllillllliliilll�� .
-v o s9;°.. I N l i -, v \ o'� vv�iiiiiiiiii�io�iiii"iiiiiiiiii!C O�i�iiiiiiiiiiiiii�! -N °s£L---_ N \ N
F 2' N J Opal mo �iiirli?r=o0i�iiiiiiiiiiiiiitl�iiiiiiiiiiiiiiiiti °<fL °A °ff _
\ O N \ I 1 ii�t!rJG♦iiiiiiiiiniiil�►iiiiiiiii`iiiiiiiiiii_iitli0 fe \
N / \-- c ll�illlllll�ll, llllllllll,:�-,� ieie,"a��C/�Tll�iliiiG� \N `\ N
Epp N / \ „ I 9p,Fj • /-V - 3�_� ��l�::: w� \\ , / /pp£ \_/ ,B..D' c �iiiiR�lrOoiNO �Oi ��i�♦ � �COiii� �ii� �it,. /_
... 0 1,� _ �/ow I �s SPC DON �lilililililililililililililiilil`►li�A l�lilili il�Cilililililililil►liliiil' f \\ _/ - N
, �� BOARD F16 RP'�S OR £O', -v °v,v/-OZE i vv / 9D JB W/MH v� � 4+� >- iiO3i�►�iiiiGi00'�'� °8f,N -0/TI N N N 09EL-v - c
<-0z
LO /i
inUw
**V)
FIGURE 2B f
*00

15614.1075010 Seeding and Erosion Control
Spring -Summer Seed Mix(May 1-September 1)
• Hard fescue 50 lbs/acre
• German or browntop millet 15 lbs/acre
• Fertilizer and/or lime dependent on pre-construction soil testing
• Matting without nylon mesh will be used on disturbed soils
• Re-seed in fall with Fall-Winter mix
Fall-Winter Seed Mix(August 1-May 1)
• Hard fescue 50 lbs/acre
• Rye grain 25 lbs/acre
• Native warm season grasses (see Native Grass Seeding and Mulching below)
• Fertilize and/or lime dependent on pre-construction soil testing with a reduced
rate due to native mix.
• Matting without nylon mesh will be used on disturbed soils
Important notes
• If sufficient ground cover has not been achieved, then repeat Spring and Fall seed
plans above and adjust with the approved plan herein as necessary
• Areas beyond the pre-project NCDOT right-of-way will be hand seeded.
• No legumes will be seeded on the entire length of the project.
• Tall Fescue or bluegrass or Sericea lespedeza will NOT be used.
• A reduced fertilizer rate (from the typical) will be employed wherever native
grasses are used. Native grasses respond better to reduced rates.
• All matting used will be non-light dependent biodegradable matting
Native Grass Seeding And Mulching (West)
Native Grass Seeding and Mulching shall be performed on the disturbed areas of wetlands
and riparian areas, and adjacent to Stream Relocation and/or trout stream construction
within a 50 foot zone on both sides of the stream or depression, measured from top of
stream bank or center of depression. The stream bank of the stream relocation shall be
seeded by a method that does not alter the typical cross section of the stream bank. Native
Grass Seeding and Mulching shall also be performed in the permanent soil reinforcement
mat section of preformed scour holes, and in other areas as directed.
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and
limestone, shall be as stated below. During periods of overlapping dates, the kind of seed
to be used shall be determined. All rates are in pounds per acre.
August 1 - June 1 May 1 —September 1
18# Creeping Red Fescue 18# Creeping Red Fescue
8# Big Bluestem 8# Big Bluestem
6# Indiangrass 6# Indiangrass

4# Switchgrass 4# Switchgrass
35# Rye Grain 25# German or Browntop Millet
500# Fertilizer 500# Fertilizer
4000# Limestone 4000# Limestone
Approved Creeping Red Fescue Cultivars:
Aberdeen Boreal Epic Cindy Lou
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided
the 1-2-2 ratio is maintained and the rate of application adjusted to provide the same
amount of plant food as a 10-20-20 analysis and as directed.
Native Grass Seeding and Mulching shall be performed in accordance with Section 1660
of the Standard Specifications and vegetative cover sufficient to restrain erosion shall be
installed immediately following grade establishment.
A standard native seed mix such as that at the link below may be substituted, in
coordination with Conserving Carolina representatives, USFWS, and Environmental
Office.
https://www.ernstseed.com/product/native-steep-slope-mix-wgrain-rye/?anchor=9

Cr
-
m See Sheet 1/1 / or Index of Sheets STATE OF NO J! T H C A O L I M A SATE STATE PROJECTEMMEN.NO. T T'
///�� BEGINDIVISION
�1+1 {y1 �yII L� N.C. 15614.1075010 1
1142 \� D I V I S I O `� OF HIGHWAYS STATE PROS.NO. P.A.PROI.NO. DESCRIPTION
~O � END (,l
PR JE T PROJECT z 15614.1075010 WA PE
l/'� C 15614.1075010 N/A wW & UTIL
• 1.136 (...115614.1075010 WA CONST.
O 1153
1136 1135 POLL COUNTY CO
1190
11
42 ^
u• ( Z
\� 0 1
,i
V 88 / Q \
1188 113 \S
1122 d . u_ LOCATION: I-2E✓SR 1122 (HOWARD GAP RD)
In 25 '113 TYPE OF WORK: GRADING, DRAINAGE AND PAVING
�1 1i22 \ b O
11- 1514\("
11]5 \ - ��. ....". V
1128 0 I—
)123 �A N = ,r
^j
- A Jib 1� • 1543 V
1515+_-
- 112 .151`
�" 1 �1506 ��15 �.w
110] ISOfi
his—, ij t 1508 /
LLI
c , j.y`'�...%�1116 - YON✓
O 5
VICINITY MAP J
N4 9 0
I
),‘, '/--\-----I-Nr---------N, 5 o Z END CONSTRUCTION
m 6 a —126— STA. 497+50.00
oTIGR- o OWARDo : o Z
o GAP o o° Xo°7
0
,c, -1- -1- a D8 ' O V ri,
„ ,
o o
INSTALL DRAINAGE SYSTEM �' -126- -26�
o
cn —12 6— STA. 416+14.09 xS��
0
0 8 To
Ix 90 / r---) 1 SALUD
o0 04� L�O-0 Pr / 'r26, 26' _' ��A=
CC 3C,oN BEGIN CONSTRUCTION qN MOVrVTq�
} iv
� \Zb —126— STA. 450+40.00
oo RO
o �26,
i
O 00
= x
,0 O
0, 00
0 �O �JS
�JV
0
LO
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
0
THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS LIMITED TO INTERCHANGES. DOCUMENT11801;SCOMFINAL
CC UNLESS ALL S COMPLETED
_O ' • THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. J
� ( , NCDOT CONTACT: JEANETTE L.WHITE, PE HYDRAULICS ENGINEER
v GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
PLANS PREPARED BY, PLANS PREPARED FOR,
CC
ADT 2019 = 44,000 = NORTH CAROLNA DEPARTMENT
a 50 25 0 50 100 LENGTH ROADWAY PROJECT I-26 0.892 MILES 1S TOS ENGINEERS OF TRANSPORATION
V = 70 MPH TOTAL LENGTH PROJECT 1-26 = 0.892 MILES ESS�xEERS 8O4-G N.LAFAYETTE STpi ��
I. 11 FUNC CLASS = SHELBY,NC 2I8 150 DIVISION 14 4,� �59�
PH (T04)4T6-0003 252 WEBSTER RD
o PLANS RURAL FREEWAY P.E.
CORP.LICENSE NO.:G-0275 SYLVA,NC 28779
SIGNATURE,Eftil
�,
50 25 0 50 100 REGIONAL TIER RIGHT OF WAY DATE: JIMMY L.TERRY, PE ROADWAY DESIGN
gyp} 1 11 FEB. 12,2021 PROJECT ENGINEER ��
19
ENGINEER � Q
PROFILE (HORIZONTAL) p ®�
Naa O 10 5 0 10 20 LETTING DATE: CLINTON B. PRUETT, PE ®P FWA��Q
'28 U ( , 1 11 J U N E 22,2021 PROJECT DESIGN ENGINEER
v
,rX 0\ J PROFILE (VERTICAL) 2018 STANDARD SPECIFICATIONS SIGNATURE, P.E. J

CP PROJECT REFERENCE NO. SHEET NO.
Cr
15614.1075010 4
—126— CURVE DATA \ ROADWAY�IGN EET Na HYDRAULICS
NOTE: ALL CSP GASKETS ARE TO BE SLEEVE GASKETS. P/s Sta 4/5+45.24 PI Sta 417+47.1/ Pis Sta 419+49.38 SENGINEER ENGINEER
03
es = 8°00'00.0" A = 5°30'00.0"(RT1 6s = 8'00'00.0"
Ls = 400.00' D = 4°00'00.0" Ls = 400.00' ��
LT = 266.94' L = 137.50' LT = 266.94' p
ST = 133.58' T = 68.80' ST = 133.58' ccb
0ti
o Pls Eta 425+36.75 PI Eta 428+/3.63 Pls Sta 430+90.06 7
es = 8°00'00.0" A = II°28'00.0"(LT) es = 8°00'00.0"
rh Ls = 400.00' D = 4°OO'OO.O° Ls = 400.00' DOCUMENT NOT CONSIDERED FINAL
LT = 266.94' L = 286.67' LT = 266.94' UNLESS ALL SIGNATURES COMPLETED
l26 TS 4/2+78.30 CLAS$'ll'RIP-RAP ST = 133.58' T = 143.8/' ST = 133.58' 1 TGS ENGINEERS
L-20' R = 1,432.40' 804-C N. LAFAYETTE ST
THICKNESS=2.0' I r SHE(BY, NC 28T50
• ` PH 704 476-0003
EST.40 TONS CORP. LICENSE NO.: C-0275
' - woos `\
i 30"CSP(10 GAGE) \\j
ROD & LUG W/GASKETS
S=5.0%
\ 1—ESA- ENVIRONMENTALLY SENSITIVE AREA
JB baa00,%'' SPC DSN -/26- SC 4/6+78.30
o I SEE DETAIL SHEET 20.27 JB W/MH
4o RS S�S�SZS�RSI LANDSLIDE OUTLINES -ACTIVE
FOR PIPE PROFILE
pli _\3 26 CS 4/8+15.80 0
J1I 0 „2 O
�l 'i a x
al/iI iI air, N
III 1-11 Ali ,Ow UIiI
li loll PLUG & I vOyN
1 .. __ .. ABANDON1:1 M,.'.' I
:-------
U
PLOWABLE P DSN Nl
3- ' sj1,11 x x zs x FILL I J-
�I MTL x___ z___ WOODS
RETAIN _____ ¢__
\\ 72'CONC i
GI I
II RETAIN &LINE I2GI =� "t- TL -T__�__� _
11
�I i — —�YrCIPP— Ef y� —moo _ l� Q 126 ST 422+15.80
Z /-26 EAST BST m1I II RETAIN \II ma_— N
O - l --- — — II ; zo � _r_.---z_ r x0
If If
ee CB 2'X3•I� 9•B57 --- ?�3 �� ��_ \\ _z
ee -- t ---14042 III -----:=-----
\ -126- TS 422+69.8/
I-26 WEST 36'ROT �I 3j�� C�NCB R/E �� �'\ \ _r„
INSTALL DRAINAGE SYSTEM RETAIN & LINE 1 .,I yy "III \\\ \ �\' r-__
W/CIPP `-r"-
�36=�iA ��6Y4 6� _ �� ail Z \\
18"RCPaV __ \ \ \ MT
/ ''�, ����T-�� REPLACE CONC.DITCH &i \\ \\ \°\ ��"�
I �__�_ -50'_ \\ \ \\\ \\ _Z
U1� �� 2GI '.,,,,,. 12 ONC �� �\ �'I \\ \ \\ \\\ �'�
II o�90,1
%zL/ BL 3I ��`'� � ��� ����_� \\ \\ \\ \\ 4.e\s, �\ 1 26 SC 426+69.8/
/// REPLACE CONC.DITCH CO W ����`�:,`� \\���\�\ \ \ "� 2s 8-4, \ \ \\ TsZ M'
REMOVE W Ar��kket V A\�A A A"\ \V ',s\\ ��1 •
CONC HW. REMOVE Q•1h ♦♦♦� 1 \ \\ \ ---,Co*, \ \ \\ 71' _,.
49
8.
/ \
Cyp 26 \\ \ /
exisnec wiw REMOVE .♦♦♦♦.�1�, rz. \\ \ 36 \ \ fl Gi \
w♦v♦r♦v♦r♦v�*►1►.� 'cocGNc \\ \ esr - n \ �-�,.
WOODS j \♦�♦�♦�♦�♦�♦�♦�ry�1w � �,\\!sg\ \
StNu i 24"CSP(12 GA
GEI.♦♦ C��♦♦♦`Y�� \\\ \ \ .. \ \\ \C\ r,\
' \ i ROD & LUG W/ ♦♦♦♦.♦♦♦♦♦��b�� \\ \\\_\ --"Az \ \ \\ �"r__
C 1 GASKET$& ELBOW .♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦�♦�`� � \\\\\ \ WI \ \\\ \\ i,
46 WW2SBW x x x x x X \ t 5=n.6% \\ \\\ \ �� \ \
\ S REMOVE EX. ��
\ CONC.DITCH '♦♦♦♦♦♦♦♦♦♦♦���'� WOODS \\\\� \\ \ eff \ \ _____t _i-
ISl i -126-416+30 TO 416+60 RT .♦♦♦♦♦♦♦♦♦♦♦�.N \ \ \ \
\ \
vs
�,V'V'V:�:�:�:�:�:�'V'V'W � � sir a�
ml \ ---'-___----_,,,..._ ____-----•
JNo,7 d\\\�\ \\ mVI ���:lel
I \ --..„„--,•.....„. _____ —7/__
WOODS •,/.♦♦♦♦♦♦♦♦♦♦♦♦♦,, �\`� ��
-7P-c-,-- ------ ---4
, x . „.,0„,-- -- ,/,--
a_
\ \
_ '♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦..NI WOODS
L I •♦•♦•♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/
�������������������� ' I��-
I \ .
���������������������������������������,� ,i�� �
\ \ ' # ,
\ \ .
♦♦♦♦♦♦♦♦♦. WOODS '♦♦♦♦♦♦/
ii
;M
",Xm

P JOHN III PROJECT REFERENCE NO. SHEET NO.
AND EUZABETH BARNES,ES,III ES H-ESA-I ENVIRONMENTALLY SENSITIVE AREA
LIVING TRUST MATCH LINE
l56/4.10750/0 5
co
MAP CARD 0ILEGBIB41
PG 1235 MATCH TO SHEET NO. 9 :•_•:•:•_•_•:•: LANDSLIDE OUTLINES -ACTIVE
DESIGNR/W SHEET NO.
ROADWAY HYDRAULICS
\ PERMA •SeK CHECETAILK Qct J z 3 X SC X X X X X X X X X X 'X x' 1N DETAIL 1 ENGINEER ENGINEER
-NCR- +20.99 CLASS"II"'P-RAP 4 O N4poww rn •♦♦♦_♦♦•NOTES:1.)STRUCTURES110512, 513,&BE 14 ARE
FUTURE
DURING THE REPAIR 4 e♦♦♦♦••�•♦•♦♦♦♦♦♦♦♦♦♦• PPOPOSED PERMANENT ROCK CHECK
EST 80 •NS -{L.lt-, II c 0 t�7 OF HOWARD GAP RD (FUTURE PROJECT). ♦♦���♦♦♦♦ I♦f♦/,.♦♦♦♦4 INmro..I.L
1382. ,p `. NAB"C -HGR- P 3 Q`41. ♦♦♦♦♦♦♦♦��♦♦♦��•�e�V�♦♦♦♦♦♦♦♦♦• NI"..
a TOP OF BERM
.. O $nar .I. CZ:
®� 2.)ALL CSP GASKETS ARE TO BE SLEEVE GASKETS. ` F Y �, EVEN WITH
© EX '.. tC \ EX/ 0G1 ��..� y� .♦♦♦♦♦♦♦��♦♦�.,, i ��+�♦♦.♦♦♦♦♦�� INVERT OF PIPE
BOARD IF TRANSPORT, ON SEE DETAIL SHEET •29 is T,/,?°'= sONc IID/ENERGY �,l► F 15'
D:, 163 PG 1846 FOR PIPE P • ILE �O n \w w^ 3 DISSIPATO^ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦4,., 0, ♦♦♦.♦♦♦♦♦♦♦�♦�♦�♦.,I&I I �♦�♦♦♦.♦♦♦ .t, .
-HGR- PT +13°35 ' p3m Je hsi ?t !�•�,
1oa.00' a 'B".-n WOODS l9p a •♦♦♦♦A♦.♦♦♦ A.A♦*♦♦•♦♦♦♦♦♦♦S♦♦`w�♦♦♦♦♦♦♦♦♦♦♦♦♦♦�•C`,�♦*Itt. Ak..A ♦♦♦♦•♦ Jam.
+ RJR BRUSH oN CC 22�� R - I �1_`i �0��-��YY��♦♦♦.♦� -�._♦♦♦♦♦.�� .�♦♦ ♦♦♦♦/ ���\ !���_
8 IX.RMI GR- PC 32+95. cPs cloo 1, a °,^, ' `-e * - 6 . � -.� •at������ 'I��"������� G
RESET .'- uo"F 24 •••��►���v�►�A•��++���♦♦•♦•♦♦����•`•.�♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦��•�.�♦/ CUSS'II'RIP-RM `ti��''I?>v DOCUMENT NOT CONSIDERED FINAL
I18"CSP p4 G�GEV- • ��"��D g p� AG �►,�[�--� _,,..���♦♦♦♦♦♦``�PA. �.�.♦�♦_♦♦♦♦♦��♦♦. RO How UNLESS ALL SIGNATURES COMPLETED
____KID-&-LUG W/GASKET �� RAPMH v'•a P $319.4%GA S i••d�.c t 4t<> ♦♦♦♦�\♦♦_♦♦♦♦♦��4. �V.r•'`ii�.41,. ♦♦♦�4
NGINEERS
aExlsTlwc aiw �� $ 20% j-�' _, lIIF .-� O SPC µI,SN"...,,w•�mww•�„„"„ 05 �� 1►��4 � ��.♦♦.•• ••_♦;♦.:♦♦♦♦♦lt��•-•��•��.�j���������♦�♦..����`', GPS GI01 ) 804-C SNE LAFAYETTE ST
Iiiii
24"CSP(12 GAGE 6•CO �..- '4/'®4 y��_ -r ,' - SHELBV NC 28150
E U IE 1 QpP ! ��R O"& . , S 88°25'37.;� RO' --LUG W/GASKET ---
(HOWARD D AR ROJ ���� _�..�,�-T� _ � r ®���.��♦♦���♦�=♦� :�:-:=:�:���.�. � PH (704)476D C-
\II g\P 3 LUGS-0� ._ _ gT-i r0 I \T'ci,
CORP. LICENSE NO.: C-0275
\2 ��. _� 'W/GAS 'CICT 7�.1.�mr� ....� Jnu •CONC 35,..,„,BST ��.% SG>� <0513� I -a ����r����♦�♦,�♦���' J
n
gy - 1Ja wr �., '�.n�m'�W?lalrr - � ��''����, ������� :� MrL
�T
• LIrJ / IP RAN- OVE ' S0 GASKETS .R W 0) w �"•" ","„"'�""'-"" .'p� .•.... •••.�.�IAI1f'��.A�S�:��3�r �.. ,t' • \
- -5.",_. o_IIZ°-. 2 /, / OTCB-$ C. 5=12.5%4 i aP &rCU_G'W/• 7 . r•- r- GA . H •v a r-41,1•�. EX
/ 4� C\QTCB-4 5.9% ~wr. CSp(14 GAGE) .L✓cd .r- f�►'�'TPI � EX..w
,U 5 ---- G� \n. SPC it N 36"CSP(10 R �.� A*.' CONC NW J bg g U +ia.. 4� �h �_
u, RIP RAP w \ 1 $_12 WI_ .KE S 104.00'
/ 3 / REMOVE 10 F ', JB W•H C / 2'4.CMP
v= ROD & LUG '� � 4, �'
�b n m ..• P EX.PIPE,PLOT TNP 5-19.5% RE•OVE 1 .. .. .. /0\\ PD
, .� _L. REINST L CONC.R,ITCH &ABANDON Y 7<O(' A �'- OV- ��� \° .P. E
w. • ,. ° ��� A �� A , 4 �, �-REMOVE REMOVE - %aF 3sg
END NOT R•. RGY , m ����
BG�`+ gq AFTER P E INSTAL TION FOUND � 1 C c
,A3' L=200 •'BSI' OR .n✓'q° l0',PVC mATUR) T HW HW /0 jV OtiC F�
'kW. RIPS ExsnNGR� JB� n ����� � � A��91 .���� t ���� ��PWG & HGR PC 4/+73.29 w000s aRr A� w A
REMOVE EX.RAN .o %R.o,.A�v � �V Iry,w� I ABANDON
REMOVE 10 LF WOODS EX.RNI ��, •�0'� EX.MY
� ����. � (I _ 1[. DETAIL EET 2. /l �F 0
&PLUG �i. .♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦, .♦♦♦♦♦♦♦.. Nc T Fw� P• PR
E J \fy O
S�o��`o�j I SPC DSN 51 D= EXISTING aAw s Ary
ExISTMG a/w WpSH�N RIP RAP JB W/MH C a. 1-a' ~�•,=♦�. \ \ /x3.` / /(
4 �00 �- wt. c� //q
p �p V, A '♦♦♦♦����� �Ys1,. J \ ABANDON °ti e (9A 54 \b b
\ /
Z \ 69'c �.�♦�♦�♦�♦�♦�♦�♦� -NOR- PT 43+90.32 ASS e� O
?d�i0'F. SP WOODS
♦♦♦♦♦♦♦. \, 6', �.,.E r2\9 \\''J ``
\, I °��d JB MH ,; :4 O \\ O \ �,,,...4...,
\ a\��T `p9A _/`/�A�
,p RIP RAP I �O'= ELZAB ETH F.HORNE "7 CONSERVATION EASEMENT TO • \\ `� .? `v
vo
j1 \ OOO`P.w 1 ♦♦♦♦♦♦♦♦ DAVID W.FOSTER Q:`�`y PACOLET IN
CONSERVANCY,INC. EUZABETH F.HORNE \
N MTL Q p DB 26 PG lib C,p `,
Z I / ss�i F 5,, . ♦♦/ DB 232 PG 1195 '"\O DAVID W.FOSTER "'N / �/
p , .o°�`�to $PC w�♦�♦♦♦♦♦ MAP CARD FILE C PG 742 �\? DB 232 PG 1195 -/HGR- 4,5j+24.76
7,02
II zp BOARD OF TRANSPORTATION \ .,Oo^'cQ JB � [., A.A.A.♦♦I MAP CARD FILE C PG 742 Co,DB 163 PG 1846 \ "R e i TO �ili►�r CONTRACTOR TO INSTALL CONCRETE BARRIER L �J
O ,,I O ` F i. °�i y ��,�:�♦♦�♦♦♦♦♦ \\ AROUND DUKE ENERGY TRANSMISSION STRUCTURES \ ^�
Z j•` .y <y\ (NO CLOSER THAN 10')WHENEVER CONSTRUCTION Ff \•�
s w 20\\� BRUSH -126-• . . EQUIPMENT IS WITHIN 25'OF STRUCTURE ANDORILI
c
lI o \'''''''-'
2 �y `�♦♦ �A' \ TO THE LIMITS AS DIRECTED BY THE ENGINEER. O
O v ABANDON \� 309.00' . ABANDON v�D �,� SEEETAIL.SHEET2D1 (7 cr �< +12... 21, FOR PIPEPROFIL k' 03�,§ 40 .'`` -126- ABANDON ` 306.00 \ f--
JB s P ' 4 O o0' 255.00' \\, v_/�
CONTRACTOR T REMw ♦i AND \ :4):" :o/ -• E - f:�,�V ��./
� REINSTALL CONT L OF ACCES /FENCE AS DIRECT BY THE 4.00 ,_ _ toBRUSH.. - [&cR /'ENGINEER. / r -126-
r4 O51 TI 177* % ✓AR W/OTH SO/C& -_�-oO '--- DTI �� 273.00' T1W IX.RAN O - SPC DSN GR r _ _ • '"\. _ __ � Z
� ENERGYo ExEXINGRawMTL \• -\�� SEE DETAIL SHEET 2D-28 DISSIPATOR p0' / BRUSH 0
-' t FOR PIPE PROFILE JB<0519> `52 t,- ,'P ". - -- - / t'p Yp' `�' -
n v,o ¢\ y O S b
Exl '". WOODS \ -Z._ •
-. .- .- .. _ _ - \_- w
\gyp or
"A Q-44.5r .. • r y\[&GR
-!°°
�,�O OJO�\0 OPY' w000s -- I -_ - 1 N
Z SQ 1* ' b" CONTRACTOR TO INSTALL CONCRETE BARRIER�-{- \
p �bb AROUND DUKE ENERGY TRANSMISSION STRUCTURES I' -. ._._-_ \ MlL
50' 0R,PER SPC DON yb�O h�i (NO CLOSER THAN 10')WHENEVER CONSTRUCTION I� ia�>✓p +00 JB W/MH `�' 48 Ww EQUIPMENT IS WITHIN 25'OF STRUCTURE ANDOR I I �^'c Rim .._
TO ^„IST• BEGIN SBG JB W O x�X�/ZSBW TO THE LIMITS AS DIRECTED BY THE ENGINEER.
c `, ± MH 53 26 CS 454+20.88 �X�xx� ilz° I EFou"OT 26 ST 458+20.88 w000s ,._ _.
v PLUG \, AT GP GEP55 53 `\R GG EI PROP. X X�X�{-LX REMOVE 10' -
m +50 ABANDwN ,, j8„CSG�y1(P'\ Aa^COQ &SKE(5 GUARDRAIL Ilm x � &ABANDON'
TIE TO EXIST.GUARDRAIL & W° F F �•D . PIPE X� END
LU \0°l0 �[A� i DEPTH)
r BEGIN FDPS 2'MIN.SAWCU . RO13 - - „ - -�- E F F I� SEPERATED I X�X� FODNDT
w�
a ( .. \� �l�'�- • - "'```' - F REMOVE 10' I I v !m X�X� B
Yd�s rc •;� _ _ EX.PIPE,PLUG, I X� 1
i_-'--3--- - /9'B -�-�' 78"RCP-IV -- - '�" F &ABANDON I I� X�X ,^
MTL_ „__--�__� �) ¶in4 j7Gl - _52 2G _<,-F 11 1' PROP. �X q�X 2=aW V
al PLOWABLE yn5 2GI mNGA 52 cps RETAIN __-_- 18 RCP-1' __ _ GUARDRAIL mI PROP.SBG X�X CN
U FILL 2 �9 TB2GI 29'BST �IZnN - _ - i� T (EXTRA DEPTH) ,^
c7 m �rs� R""^'.. �p52� 2GI ( R� -�, - REMOVE 10' �0 PROAP.FDPASW V
-0 l 2'.3' x dCB 2'x3' 6'B5T RETAIN & 7- _.,, { ABANDON 12' CUT) !} O
_-- •,' 76;a _ LINE W/19"WSP�I 3 6- =1-1_Fs'. INS V
_ In N nay _GONG BARR/ER ----10..5 0'TH�CIQ - _ +
x ABANDON II I ---- --_
F -
O 11m g4.29 I-26 WEST 36'BST aZ 4/ -- -_._____ ---- -
= PLOWABLE -4, yA 2� x 2GI P 6 F NO
'B FILL II_= Sari Id BST°� -' 'fi (�� W/CIPP REMOVE RETAIN g� �-_ C�NC B.=./E-a'B3J'-�� _(�� MiL SON- ` W
c RETAIN &LINE �)
., ___ REMOVE 1,..m... 2 I-A PLOWABLE -------- _ -- ----- W
.� ice cIYC7K•�1��7F P �-o
F\
2G1-A B /ER,�11' Q �+J
•
F-----__ F_----52-F' F .:�. ,�REMOVEC __F:_______--F� '" Ac , 5�- "•v T'P�-
21
53 r^
O BEGIN 12'CONC.DITCH � Y REMOVE F ------F------ --_- --__-` v,
+90
cc 50'TAPER or phi s3
a BEGIN 14'FDPS ______ �• 2�I-A�5 __ ___
X + 42"RCP-IV \ �� 36"CSP(10 GAGB� RETAIN CONC.DITCH CLEAR 15' F F -----______i_rz.�_-Mar,. -- _
sA LLI
c TO EXIST. GASKETS L&GELBOW\ EASEMENT NORTH SIDE) __
30"CSP(10 GAGE)Si
F _BL-36 ROD & LUG W/ _ -- CONS HW
_ _IAAcwFT�-ELBOW CO HW • 1 EN�>Tnmr 72'CONC `{�
72'CONC<- ... -' \ ` y .. fib' - .- .- .- -. �\k__ .. .- - y"___-u,..,,, _ -- - .- .. .. .. C '. PROP.FOREBAY C -- REMOVE - - .. PROP.12'CONC.DITCH cal
_ J/��
C ACCESS \ HW - .. .- - F _ U
U /�/� PROP.FOREBAY REMOVE FOREBAY#2 PROP.14'FDPS i' BL-38 F
/ GIN CONSTRUCTION ACCESS II HW BL-37 SEE DETAIL vl T I-
/ ------
-0 SHEET 2D-16 .. �L
;// -126- STA 450+40.00 -126- CURVE DATA FOREBAY#1 \\ -HGR- CURVE DATA y
.0''''
SEE DETAILw.
PI Sto 449+08.00 Pls Sto 455+54.26. I SHEET 2D-14 \ RETAIN P1 St 31+76.32 P1 Sta 33+54.86 PI Sta 36+36.86 PI Sta 42+86.80 Pt Sto 45+86.42 --'5'CMP'
A = 18°06'10.4"(RT1 es = 3°30'00.0" I I cONc.A = 1l°24'40.2"(LT) A = /6'52'52.1"(RT) A = 2°21'29.9"(RT) A = 41'26'57.4"(RT) A = 24°00'28.0"(LT)
D = 1°45'00.0" Ls = 400.00' , \\ DITCH D = 12°43'56.6" D = 14°/9'26.2" D = 2°29'28.0" D = 19°05'54.9" D = 19°45'25.8"
N ALL DUKE TRANSMISSION LINES ARE TO L = 1,034.45' LT = 266.72' I RETAIN N \\ L = 89.62' L = 117.85' L 94.67' L = 2/7.03' L 12/.5/'
-i BE TREATED WITH CLEARANCE AND OFFSET T = 52/.57' ST = 133.38' 0 II DITCHi' T = 44.96' T = 59.36' WOODS T = 47.34' T 113.5/' T = 61.66'
�o GUIDELINES AS ESTABLISHED FOR 100kV R = 3,274.05' \ R = 450.00' R = 400.00' F? = 2,300.00' R = 300.00' R = 290.00'
�z i POWERED RATING.
Pv••M
-,Xm

m 0' PROJECT REFERENCE NO. SHEET NO.
1,
15614.1075010 6
" I-ESA-I ENVIRONMENTALLY SENSITIVE AREA
03 -HGR- CURVE DATA -126- CURVE DATA RM/ SHEET NO.
fv'Wi/ •66 ROADWAY DESIGN HYDRAULICS
LANDSLIDE OUTLINES - ACTIVE PI Sta 45+86.42 PI Sta 50+90.24 PI Sta 53+74.76 PI Stu 56+52.7/ Pls Sta 466+13.0/ PI Sta 469+36.39 Pls Sta 472+59.68 ENGINEER ENGINEER
A = 24°00'28.0"(LT) A = 10°08'44.8"(LT) A = /3°/8'26.3"(RT) A = 12°50'07.5"(LT) Os = 0°30'00.0" A = 2°34'00.0"(LT) Os = 0'30'00.0"
D = 19°45'25.8" D = 5°06'56.5" D = 6°44'26.4" D = 5°37'02.0" Ls = 200.00' D = 0'30'00.0" Ls = 200.00' Z
ALL DUKE TRANSMISSION LINES ARE TO L = 12/.5/' L = 198.33' L = /97.42' L = 228.50' LT = /33.33' L = 5/3.33' LT = /33.33'
BE TREATED WITH CLEARANCE AND OFFSET T = 61.66' T = 99.42' T = 99.16' T = 114.73' ST = 66.67' T = 256.7/' ST = 66.67'
GUIDELINES AS ESTABLISHED FOR 100kV R = 290.00' R = 1,120.00' R = 850.00' R = 1,020.00' \ R = 11,459.16' O ao
o
POWERED RATING. WOODS N
WOODS
ELIZABETH F.HORNE
NOTE, ALL CSP GASKETS ARE TO BE SLEEVE GASKETS. DAVID W.FOSTER
O \ DB 232 PG 1195
\ MAP CARD FILE C PG 742 DOCUMENT NOT CONSIDERED FINAL
ELIZABETH F.HORNE �- __ UNLESS ALL SIGNATURES COMPLETED
DAVID W.FOSTER S 1W TGS ENGINEERS
DB 232 PG 1195 O _
MAP CARD FILE C PG 742 O - SiHEBV L , NC 28150 ST
OC
O -HGR- PC 52+75.6/ ird CORP-H IC0NS47N6O-, C-
0275
O CONSERVATION EASEMENT TO
PACOLET AREA CONSERVANCY,INC.
`^ W Oa 216 PG ITB
V 40 RIP-RAP AT EMBANKMENT
CLASS"II"RIP-RAP
-HGR- PT 46+46.27 EST.40 TONS O
L=35'FT
O" WOODS O ELIZABETH F.HORNET
�� Po EX.R N CONSERVATION EASEMENT To\ DAVID
TER
DB 232 PGSI 95
EXISTING R/W / +1300 Raco�Er AREA cousERvarvcv,INC. '\ MAP CARD FILE C PG 742
L v VA.WIDTH BASE DITCH 213.00' IN oe sls Pc ITa
-HGR- PC 49+9Q82 SEED IL SHEET 2D-10
plw CLASS"I IP-RAP
+s API"/ EST.170 TCY Doi E\X BR1°�° QC) lb,
HGR PT 54+73.02
q sra L-60 FT r Q O
Av 6* 5=20.0% oq F 6
36"CMP WOODS 18b.00' -. -f
QUND v -----N �- T
END NOT ExisT,Nc , � 1•
�� -HGR- PT 5/+89.15 OP0�1 �./ �Q �°p/w _
2 .. o s'
��TL Se�`J.��c3 i Ex.R�w eF WOODS I 10 •
_ \ \n - .- " BPS�- - ryry
z V �2ff> saes BY12 45 s°�0 5� �6ta> �, \w �/
m
0 OVE
6 CON \mot,=t WOODS SPC�}5�5> .. .. - .. .. VL
f C' wl OTCB-4 u.• \ N _ BYO/ nu, -- -. .- -- -. _ W
P
•
MH
°` L� c'" � ---RIP AC°``6„w -�� • ,co / ZHGR PC 55+37.98 = w
O JB W/MH ' - X,,��.`..���� _ =_i�1-' N° C3 �Om, /2 TNC R/w ..L
' ••L4"a w •
6'Z � SPC DSN �a t5" Q MTL cxls
•
•
woods ° •� ` CONCMTL _ JB�/M�6t pCt /' 46
Gl - - W4TER �� 3bBST - BYI2'
H'� "STAUio \ �_w��- = 1_ n0, AG��(L,% 6'CONC-=>_ '- -HGR- PT 57+66.48 fN-
-j� n NR"q -- -- -- -- -. .. O N N Bl_55_08_4°` W/G SKFTSG7 G R/ice Ah,��_-;� WooDs WOODS
A L
a Ln M • 10",PVC(DATU) -_� 'v'RD/ 3�
m y SEE DETAIL SHEET 2D-32 cc Q M 30"CSP LUG W/GASKETS 61 O7CB-4 DN o =� BST 4 BYI2-4T Z
Og,m BRUSH FOR PIPE PROFILE `�; iET1iT
REMO2 -
4`CMR'^ GZ �� "'~•-^-
\
•
OR TO MOVE 62 1'nAo - .- �� N 81°26'49.6"W I•- `
VAR W/OTy 502&GR - FEN- DIRECTED BY T ,%" J - ____-- -_ .. -_60 _-_ - SPC DSN On . - __„�_
u•, -/26- CS 47/+93.0/ • IO PVC fDA TUPo - _ -
26 SC 466+79.68 JB W/MH o,N��,�
SEE DETAIL SHEET 2D�3 .. ..
0
- Gl -' -- - FOR PIPE PROFILE - -'
I END NOT •• < "NCo CONTRACTOR TO REMOVE AND
•
•
0 ", ?p FOUND ,5°; „moo ENGINEER DIRECTED BY THE ACCESS -126- ST 473+93.0/ -PROP.FDPS
qa1 m REINSTALL CONTROL OF
(2'MIN.SAWCUT)
O IiN � - - WOODS i. pfm ENGINEER. WOODS
-0 ± Ln 0 PNro WOODS -126- TS 464+79.68 ENERGY '^ 48'WW W/25�W x X-X-X-X REMOVE IO' X X X X�X O
cii. CV I" a 00 DISSIPATOR 61 wo X--T` X END NOT O
m `, JB ,_ X� EX.PIPE,PLUG, PROP.
-^ O D 48'WW W/26BW X- FOU,NO &ABANDON GUARDRAIL
r `V X X. - -G�X X X X X X X X X X X X X X X EX.PIPE,PLUG, < O n m
01
X X X END NOT
N END NOT m1 coREMOVE 10' (EXTRA
.'IPE IS SEPERATED - PROP.FDPSFOUND END NOT 41 FOUND PROP SBG DEPTH)
a NEAR RW FENCE 2'MIN.SAWCUT) REMOVE 10' N Im EX.PIPE,PLUG, %
-�
7 PROP.SBG PROP. l EX.PIPE,PLUG, 'A Co &ABANDON --_ _ - �_�-'-' - _
L 1 &ABANDON 2 &ABANDON O y _. _. _ _.
EX.PIPE,PLUG, n &ABANDON - - ----- -_-------FOUND \I� O - O
REMOVE 10' __
CC I PLUG & L GUARDRAIL I B ti. - __--
0_ /•) L ABANDON `\, 1 EXTRA DEPTH) 60 I� _ "r y37t
q - .. F. F . u• it Vlaiiriftiale.Agoi �tlilJiak.1.. - -- --- -_-_-__- - - - __ Z
(' __ _ _ . --, -- �-f1 _ - -__- 0 KLY-IV /3'BST
ate -
�p62� 2G
-0 (V w 14'BST ,1� 2GI-A --- . • 2GI . .-• 2GI 62 -'-V-- -A RETAP`L&-UNE__-__-_ I26 EAST I ---- 6'8_ +3 :�.i".•
p W/CIPP 24'BST -{V-t�8° I
O I I /-OH EAST 24'BUT opa -- <RETAI �A RETAIN ------- _ ------- -- =8'BST CONC BARRIER LU
_ I^ �' �IZa RETAIN RETAIN _--_ I -__---- N {ir
co Q N �i ?4ZA N 84°40'106.0"W -- I -- I 6'BST CONC BARRIER I -- ----_--- W
-- -- -- (062 2'x3_
__ , x CB 2'x3' CB 2'x3' �062� I
% � Fw =�mvi/ <p609X �0612� U',� RETAIN &LINE 1-26 WEST 36'BST
�O I'\o SOH / RETAIN & LINE °=
_Z'^ RETAIN &LINE s W/CIPP '� W/CIPP
O
a
a O I-26 WEST 36'BST \4 W/CIPP �''� R'� v;` 2GM --- _..
w 1 ,\v /I:a m 10'BST 2 -- _
u• Z •-�� "� N' 2GI A •GI-A70613> ®-2G1-A- --- _ _._ _ --- r .. v' 0
1 T 7 2GIA 62 62
0 J 2 i��r"'.c�y., IGI,:.� s.• -3 'P �A _ REMOVE REMOVE
77 V REMOVE_ F -- - F \ _� - _ WOODS PROP.14 FDPS
F` ► ..-- --- --------REMOVE F --SEE-- ••- ` _ PROP.12'CONC.D W
- i` (('_ 62 REPLACE CONC.DITC F -
i0 F F �`11 ' ��Nc r I-Sn' 72•CONC --_ REM`_ �G2jj FOREBAY i4 • �,_- __ _72•cONC V
ACCFOkSS" ' iIF0 -\\ 4 SP 2 GAG' P _-- �� _G J
'0 ` , 60 GASKETS& ELBOW --BOO -. -- -- -- -- -- -- -- -- - .. .. .. .. .. .. .. .. .. -- -- SEE SHEETE20.21 C C
¢ •
30"CSP(10 GAGE) S=17.6% -- -- K __
ROD & LUG W/ SEE DE Y#3 •_ -
PROP.FOREBAY . .. �♦♦♦♦♦♦. __ Q
a GASKETS& ELBOW SEE DETAIL REMOVE EX. ACCESS / \12
Q 5=36.4% SHEET 20.18 CONC.0DITCH ,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦..-.�` V
-REMOVE EX. WOODS �26-469+75 TO 470+50 RT 30"COP(10 GAGE) RETAIN CONC.DITCH (CLEAR 15'
s. CONC.DITCH A 426-463+80 TO 465+00 RT ROD & LUG W/ • EASEMENT EACH SIDE)
o -PROP.12'CONC.DITCH GASKETS ,�♦♦♦♦♦♦♦.',.%
co 2%
126_5 '♦♦♦.♦♦♦♦.♦♦
N., -PROP.14'FDPS RETAIN CONC.DITCH (CLEAR 15' ,♦♦♦♦♦♦♦♦♦♦.
▪+' EASEMENT NORTH SIDE)
�Z N
P<M
�Xm

CT'
PROJECT REFERENCE NO. SHEET NO.
156/4.10750/0 7
'' -126- CURVE DATA -HGR- CURVE DATA RM/ SHEET NO.
h ROADWAY DESIGN HYDRAULICS
Pls Sto 477+79.15 PI Sto 479+97.10 Pls Sta 482+15.38 Pls Sta 487+9/.25 PI Sta 6/+19.38 PI Sta 66+64.68 P1 Sta 7/+11.33 P1 Sta 7/+73.19
W es = 8'00'00.0" A = 6°47'00.0"(RT) 6s = 8°00'00.0" 6s = 4'30'00.0" A = 9°40'19.5"(LT) A = 26°18'14.6"(RT) A = 10`00'42.7"(LT) A = 39`18'35.0"(LT) ENGINEER ENGINEER
/ Ls = 400.00' D = 4°00'00.0" Ls = 400.00' Ls = 300.06' D = 3°53'5/.6" D = 4°22'25.4" D = 19`05'54.9" D = 57°lT 44.8"
LT = 266.94' L = 169.58' LT = 266.94' LT = 200.06' L = 248.15' L = 60/.4/' L = 52.42' L = 68.6/' Z
ST = 133.58' T = 84.89' ST = 133.58' ST = 100.06' T = /24.37' T = 306.10' T = 26.28' T = 35.72' >
R = /,432.39' R = 1,470.00' R = 1,3/0.00' R = 300.00' R = 100.00'
oo
A
/
.\ '\ \
�} 7.2,!
of
�`
co mT, \ - ��� MENT OT CONSIDERED FINAL
\'''sue_ US ALL IGNATURES COMPLETED
- - \ \\_ RE GS ENGINEERS
1.0 O CI)
\\ \\ \ \\ mpa "1-C N. LAFAYETTE ST
. ICES"I ERGS
281C-
•
C OS)4
I / ` \ \ ORP.l'TSLN
I EN E NO.. C-0275
P 76-0003
)11
0W �` \\
i\
I U MP CONG HW ` \ \\
-HGR- PT 62+43.16 �` \ \.. .,
v,O RUGS ROUND (126-6) I \ -- - - ��
HGR PC 59+95.0/ WOODS �\ / q \ti o\
Z f- <0�01) HGR PC 63+58.58 9,A
WOODS WOODS 4,0 \Gam\ \`
L OS'II'RIP-RAP RETAIN CONC. ��-- � \\/�B\ 7-------P
`Li THICKNESS=2.0' BYI2-48 \ H ST O
DITC= 1� T 5 TONS 0702� BYI2 49 Ow48' _V se as �i Jd L 4a^c c �/� _ _ _ ` ` - \\\ woods \ -H PT 72+06.09
G
Ay Bl°26'49.6"(�/ - Ic�i 6"CONCT` I MTL 6"COW B \\ 18•CMP \ -
o .tr } �_ RETAIN �3 iM �� \ \\ -NCR- POT 72 5245
y ` BST S 88°52 50.';"V✓�` - --___
,` \
RRETAIN IPRAP ' "" "%F '�� MIL �_ �� HGR PT 69+59.99 \\ \
zs
WIN
ee
--_r_- wnu -� 10 '.PVC(DATUM =L \\ \ +
0 RAP R` BRUSH -/26- SC 479+/ . / ��,/'4y�4/ BRUSH - _`mac_� \ . BYIz-so \ eo
�8'WW W/2SBW �i1 49"WW /2SBW \�2 [/ C/ �'- \ o
O x ox 1,53.25'T' . -�x -\x -x x x x 4a'ww ��NFR/vF \
0 END SBG +r .Q�-tXls . 2G1 70E BSI +31.25�- -- k�k 2_kSBW ,J ���� .. WOODS B5'T �'e\r\ -HGR- L3�+C mATUR) _ • � 4 �e
-- -.. .- 50•,_F-_ A- RETAIN -iIE�O-E1B �tDRAI�� RETAIN k �\ ' PC 506 7 8 T - F72" HW )4j
- �e.
RETAIN \ J,I
PP
Cm __ RETAIN _� �, 2G1-A \• \A°g ST, B54�° IDNO-LCECSU
�O - <0710> Oo � 8�sg6-, r " •\y\ REMOVE CONC. �! _-- °j _ ``�` PAVE FULL DEPTH MEDIAN X \- '/CB 2'z3'6 cep �- \ \�j M ��,IN Ill - ------_ \ �, zo, XFROM -126-STA.483+18.56 TO _ \ C0 C?TV _ `V'�I LI P C ---- -16-STA. B'RRl ___-i_=
V.
ER �_/ A
I 1 �c(„/ DITCH \m n_j�-- \ / Woods BgRR� �29g� 5
_� \ REMOVE a.I \ 5'Bs � : 24E
ST 484+8180 TS485+9/l8 tort\ \k ITCH
v Z C \�� 3665'T \\\4,,gp1'.T1 / \RMODE ,..., `. X. c'
J ( ) BL-39 \ • - REMOVE \/ .' +95 \ k�
ev WOODS BL 40 \ \ .......4111p .4.4% <0712>�Glr�o FDPS--_-\�\ Y, Q,
m PROP.14'FDPS \\ V �J wT� \ �\\ -\k RETAIN T�
-p PROP.12'CONC.DITCH REMOVE EX. - 5} 1 �111r \\ TB1B W/ �� m \�;� \\ \ \ k
CONC.DITCH - '` _-___-__ _ T\\ - 'B LID \� J" � \ \ �\ - k O
0_ -126-479+75 TO 482+25 RT •_+�_�y $�. F �ON \ \\n4o2 �� \ �- \ �y6,'j k
`,,� j jAPFR \ n tP � 4 \ \ I% Ww z
24"CSP(12 GAGE) \ \ Qk „ O
Q ROD &LUG W/ �
-0 GASKETS& ELBOW FOREBAY#5 "1�$j J2 \�y\\ O -,r\\ "' \- �y�
A 5=17.6% SEE DETAIL `' RETAIN 24"RCP-IV' \ F\ Rq2 CMP\��p0 [� 0 \ \\ ro "�J
o SHEET 2D-24 NOTCH REMOVE \ \ \ OVF \ �� \QQ/ \,
= PROlkcFMS AY N 6i\\ +66.44 ;, 116.
t0 \ \\��. REMOVE
\ 071 \� \ \ BEGIN 10'FDPS \��� O•
N END 12'CONC.DITCH RETAIN \ ,L� \\\ \
♦♦.. END 14'FDPS NO
+18.56 X \\\ \ 71 \ \ \
a ♦♦. TIE GUARDRAIL \B ?$'�. - \\\ \ �� \ \
s, I V A A
a �� BAORRIER T.CONC. Sp AP�CR \\�VA \ � \RCP
3d.
RETAIN CONC.DITCH CLEAR 15' AV \�-• � �NO�F /\
--"---
_Cl � EASEMENT NORTH SIDE ��\ \
U
\\ 'w
: �ESA� ENVIRONMENTALLY SENSITIVE AREA �\ WOODS y\\\ ��
d ♦♦♦♦♦♦/1 \\ RETAIN CONCH \\ -
♦�♦�♦�. 6SXSS�I LANDSLIDE OUTLINES -ACTIVE \\\ -------
0
2�
v`.
O ♦♦�♦/ WOODS RETAIN CONC.DITCH \\ L0
•♦• ''• NOTE:ALL CSP GASKETS ARE TO BE SLEEVE GASKETS. \\\ ([ I
idWS
�Xm

° PROJECT REFERENCE NO. SHEET NO.
t. 56/4.107NCE N 8
03 -126 CURVE DATA ESA RM/ SHEET NO.
ENVIRONMENTALLY SENSITIVE AREA
R1S St0 487+9/.25 Rl St0 488f92.02 RlS St0 489+92.91 ROAENGINEER SIGN ENGINEERS
O• s = 4°30'00.0" 0 = 0°03'00.0"(LT) Os = 4°30'00D" � LANDSLIDE OUTLINES -ACTIVE
Ls = 300.00' D = 3°00'00.0" Ls = 300.00' \T)
LT = 200.06' L = 1.67' LT = 200.06'
ST = 100.06' T = 0.83' ST = 100.06' �:,
R = 1,909.86' a
OJ
I
WOODS
WOODS
WOODS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
O rnnL
O JllT7 TGS ENGINEERS
O + 804—C N. LAFAYETTE ST
O 00 SHELBY, NC 28150
O Ln PH [phone]
O Pa CORP. LICENSE NO.: C-0275
O
V
,.„,_\ .- .. • .- -. -. -. .- - .- .. BYIO-53 WOODS
\
•
\ _
\ END0 FDPS
\ +50
\_ �� B6 �11-1-RE:'.7:4IN
�\ , END CONC.DITCH
• \ ��___� SR Ilgg(INDIPN A!(N DO) --� \ TIE TO EXIST.GUARDRAIL
N \\ _
• WOODS \ -- -
—
WOODS .. •
X—X—X �—=- ----RETAIN _OX—X�X CONC. \ \ �Tr-COT ---____ j
WOODS DITCH _ lam\
CLEANOUT �X�X — n':� ----- _---- _�--T-�-
'^ 0 �ESO1� EXIST.PIPE X�X CLEANOUT& .- - NC L'CONS--_ "`� �� __
X _
ZO �-- I� X—X�X RETAIN I-.. " i— (?7, ro— ---
vl 1 Sg—X�X X - =--- --II'BS n gn —
�y� =8'WW W�2x -- per§( '9 �^ 11I J =�--
M O X�X X X X .. -. —�� C0�1—�=-- (� ---� I-26 EAST 24'BST vbT1T�!� yo ---V�--==----= ---
W v_____" UI m RETAIN LONG
DITCH _ --- W +
7 --.,: RETAIN �Z :RO' -- -- _����27�--- ----- —MOVE Q���� - �-� �� � N' -----------_
N — — REMOVE — r, �� — 36'BST �� —
Ill ----� _ �� o� EST �! --
W —tea — REMOVE
T REMOVE �U/." _ — =��___— ----=-= =� .. - .-
• z
z
s
m\
;�\A� __--_ __---- END CONSTRUCTION
STTAN497+C50.0
i •c9t+5-
GRAVEL rq G -- __-- —_�— -. RETAIN \--
O i9 �\ 80 •_ RETAIN LONG.
w v\Aa2 -------=\ Z ��= —iL�01�--- DITCH
�^ _ RETAIN _ \ CONC Hw
Z 2— ---= = — WOODS B'CMP�
/ pl I IIB'TIP WOODS
�I
iBL-41 48'OX�
---__ SIt\\RETAIN .. .- . .. RETAIN x/ I I s
.. I N�
0 r
CD RETAIN XWOODS ./
RETAIN CDITCH '
a / '
0 WOODS / �,
0 �"I GR ( _ /GP METER
U 48'WW W/ 2SBW `.• ' . `,
A X— �X -- '- -- --.--._,__/ -- % WOODS ��;
3
o �X� —\� / WOODS
= •
48'WW W/25DW —X _-- \
N -ter -.. .. .. .. T -- X -- X.—{� ------ �_==� ///
O - -,� —__-- --- SR 1188(INDIPN MTN RDJ 2d BST ---_— -/ - /
a
/ i
L / WOODS .
WOODS -. .- __
CC
' / -
u
c°
WOODS70 '
s �
0
O
CO
N+ \ 1
▪N •
~L II . WOODS ..
�Z ' •
I \
Pv•
•
�Xm

0`0` PROJECT REFERENCE NO. SHEET NO.
N /56/4.10750/0 9
m R'W SHEET NO.
ROADWAY DESIGN HYDRAULICS
I ENGINEER ENGINEER
�ESA—I ENVIRONMENTALLY SENSITIVE AREA
NOTE:ALL CSP GASKETS ARE TO BE SLEEVE GASKETS.
00 ;i_i_i_i_i_i_i; LANDSLIDE OUTLINES —ACTIVE
D
1-, ' \
O., • `, \
0
ao
\ N
O
DOCUMENT NOT CONSIDERED FINAL
/ \ \ UNLESS ALL SIGNATURES COMPLETED
\\\ +1 'RE
TGS ENGINEERS
• �10 / \ 959.00' 962.00' k �+'y "'i'x 804—C N. LAFAYETTE ST
1,ti -= 0 \\ SHELBY, NC 28150
> PDE
PH [phone]
I _ CORP. LICENSE NO.: C-0275
•
w m vi k LINE EXISTING CHANNEL
��
". .. ¢ ---- SEEE DETAIL RIP-RAPSH 2D-11 * \
EST.35 TONS
ENERGY DISSIPATO BASIN #1 �� q L=30 FT \
--C SEE DETAIL SHEET 2 11 �, A i Q \�� \ WOODS
�-_ / CLASS"II"RIP-RAP 04q In
EST.310 TONS \
`- / EST.1350 CY DDE \ - wOCas -
L=75 FT Q4i A
3"
BRI�GEri 856.00' ¢ \‘t \
(',X,1 Q }—�/ WOODS g�� 861.00' •
d Vim\
WO OK - fS 1.. 11 B> \
a�RK Esgt, \ t=
J Wp G4 j 1 <090�?• jl� PROPOSED CHANNEL CHANGE 0
SJ ZEBO 1 W %/ SEE DETAIL SHEET 2D-11 \
ONE Wp oft
O SPC DSN ' - EST.1 "I"RIP-RAP \
a JB V//MH�090� Q� EST.165 TONS
y Q A. EST.350 CY DDE C\ �
- C�� '2 41 ."CSP(10 GAGE) ° L=165 FT X,?
`4v�'' a PROD LUG W/GASKETS
�'G w 5=5.0% QGCI �' IN'RCP 30"CSP(10 GAGE)
��MM{} 746.00' " ENERGY ROD & LUG W/GASKETS p Syr
��`if �K W � ATOR 5=5.8% Wa \
> QQ 1B G� i
`dry4.
li A \\ d
ENERGY c
/' DISSIPATOR"'8
ESA • <0911>
SEE DETAIL SHEET 2D-30 I
�y( P y (Pig I 4,- FOR PIPE PROFIL
. a.? I Q 672 00'
/
4 NOTE REVISIONS HAVENI
WOODS - N MADE TO
WOODS ��\ <, PLANS ON THIS SHEE .
• CONTRACTOR TO INSTALL I
SAFETY FENCE WITHIN ESA \SEE REVISED PSH : PLANS DA . D APRIL 2021
AS DIRECTED BY THE ENGINEER.
/�
ENERGY JO'<�� S=13.4%
DISSIPATOR SQ y�'b`•`� fr♦♦♦, 4
�b' 488.00'JB <091 o O `'grpb 1" �♦♦♦♦ 4 ELIZABETH F.HORNE
�. J` SPC DSN SPC DSN A PgE�S/ .•,•�•+♦' ,,♦♦♦♦♦. DAVID W.FOSTER \
\ j JB W/MH U ,♦N v N., �♦♦♦♦♦♦' DB 232 PG 1195
479.00' WWI
WDDK vo.00' E �PDE ap9o9 /'�����•���♦�,� �������♦��
�:j /�����♦♦♦♦. '.♦♦♦♦♦♦♦♦.` MAP CARD FILE C PG 742
//WOCRAMP® \
�� h `y
m OP 00 30 CSP 110 GAG:( /� .�7�I.♦♦♦♦����♦♦♦♦♦♦♦♦♦♦♦�
a �y�rv> ROD sU 2PDE �S ♦••♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦. Il\
ENERGY p i WOODSix
\
DISSIPATOR o 04Z Ei +1
, , I/ 11)4/ , X
\ 4,S
N SPC N AG y0 ` ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦',♦♦•♦•♦♦♦♦ \.
JOHN BARNES.III JB W/ H p0� 33300' 1�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦.♦♦♦�.♦♦♦.♦♦ \
AND ELIZABETH H.BARNES Q- G, ♦`,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�.♦♦♦♦♦♦ \
o LIVING TRUST 7SRs O '♦..♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦.♦♦♦
a7
Mtn DB 306 PG 1841 330.00' O o: .♦♦..♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦�;,♦♦♦♦♦♦.♦♦
o ;, o�°� .\MAP CARD FILE B PG 1235 O� °.sc4_C �F c3'q •;♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦.♦♦�.•o 'cc
.♦♦♦/
lk
ENERGY OF ESA ��.♦.♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦
N \ 4090 DISSIPATOR ,�14 1
¢ )WNSPoRON
s \...;d A6t1` 13000 ,,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦•♦♦♦•
U 90NER10 o " rn
-o
ilk . - B W/MHN� I .c PG 1846 \ 90 '.--.-♦♦♦♦♦.♦.♦♦♦♦♦♦.444. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦4
~' MATCH LINE
;X� MATCH TO SHEET NO. 4