20141132 Ver 2_Build Maps_20171030

� ����i�ti.��,�. North Carolina Department of Transportation :`� �
Sac �r�11��,:�tP1' Highway Stormwater Program I' =��
STORMWATER MANAGEMENT PLAN �
(Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: R-2501 C County ies): Richmond Pa e 1 of 2
General Project Information
Project No.: R-2501 C Pro'ect T e: Gradin , Draina e, Pavin ,& Si nin Date: 10/31/2013
NCDOT Contact: Charles Smith, PE Contractor / Designer: MA Engineering Consultants, Inc.; Roger S. Weadon, PE
Address: 1590 Mail Service Center Address: 598 East Chatham Street, Suite 137
Raleigh, 27699-1590 Cary, NC 27511-6956
1020 Birch Rid e Road, Ralei h, NC 27610 DELIVERY
Phone: [phone] Phone: [phone] x-113
Email: crsmith5 ncdot. ov Email: rweadon maec.com
City/Town: None County(ies): Richmond
River Basin s): Yadkin-Pee Dee CAMA Count ? No
Primary Receiving Water: NCDWQ Stream Index No.:
NCDWQ Surface Water Classification for Primary Receiving Water Primary: None
Supplemental: None
Other Stream Classification:
303(d) Impairments:
Buffer Rules in Effect N/A
Project Description
Project Length (lin. Miles or feet): 3.564 miles Surrounding Land Use:
Proposed Project Existing Site
Project Built-Upon Area ac. 35.00 ac. 15.00 ac.
Typical Cross Section Description:
Average Daily Traffic (veh/hr/day): Design/Future: 15000 Existing: 9450
General Project Narrative: US 1 FROM NORTH OF SR 1606 (FOX ROAD) TO SOUTH OF SR 1001 (MARSTON ROAD)
Avoidance and minimization measures: Discharge of pipes near wetland into ditches to disperse the flow and utilizing toe protection to avoid erosion/sedimentation at edge if
wetland.
References

� ���s��,,F���lr�= North Carolina Department of Transportation
�ic:�t'�11�ti'dt��`
, Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
�ersion 1.2; Released July 2012) FOR LWEAR ROADWAY PROJECTS
Proiect/TIP No.: R-2501 C County(ies): Richmond
Sheet Station
No. (From / T�
9 1201+25
1208+60
Project Environmental Summary
Surface Water Impacts
Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d)
Impacted Buffer Type Water Name ID Index Water Classification Impairments
Wetland Headwater Wetland UT to Chock Creek None
' List all stream and surface water impact locations regardless of jurisdiction or size.
Equalizer Pipes to be noted as a minimization of impacts.
All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures.
Page 2
Type of Existing
Impact SCM
Fill N/A
•�'
Proposed
SCM

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BEGIN CONSTRUCTION
TO ROCKINGHAM
-Y- NAMPTON DR. /
-DETOUR-
-Yl- COGNA
��'s�`�°I� ���" ���� I ; �IHI �C'��� II�' ��1L�lI� �
I )�'�9��1�'�� ��� ��[�'C�I�I��s������
RICHM0I�D
COUI�TY
LOCATIOIV: US 1 FROM 1VORTH OF SR 1606 (FOX ROAD) TO
SOUTH OF SR 1001 (MARSTON ROAD)
TYPE OF WORK: GRADING, DRAl11tAGE, PAVI11lG � SIGNIIIIG
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
THIS IS A PARTIAL CONTROLLED–ACCESS PROJECT WITH ACCESS BEING LIMITED
TO POINTS AS SHOWN ON THE PLANS.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
� STwS2 ATe I+ROJECT RCPP.R¢NCE NO.
����"a R-2 5 Ol C
r� , �� Nao� �o
y34437.1.1 NHF-1 1)
I� 34437.2.3 I HPP-0001�74.
34437.2.UFS1 I NHPP-0007(1�
Sr�T T;��n �
PE
RO W
UTIL
WETLAND AND SURFACE
WATER IMPACTS PERMIT
I['if£1Bi[,��ilYN:�I[35" ll"1[,.�NS
DO NOT USE PJR CONSTRl�CT10N
Prepored in !he Office of: HyDRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
�INTB HNTB NORTH CAROLINA, P C.
343 E. Six Forks Road, Suite 200
ADT2015 = 9450 ealeigh, morth caro�ina z�sos
50 25 0 50 100 Nc �ice�,se No: c-iaea ����u
ADT 2035 = 15,000 �,
LENGTH OF ROADWAY T.I.P. PROJECT R-2501C = 3.564 MI. zorz sr.�.vo.vm srEcrFrcarro.vs j
PLANS DHV = 8 % ��`� \. ���
ENRICO A. ROQUE, P.E_ PE � � ��,�
50 25 0 50 l00 D= 60 /o RIGHT OF WAY DATE: rxo�r;cr E,vc,rviEa s,cn'.arunE: `- �--_ �< I
— T = 75 %* ROADWAY DESIGN �,���i�� ��l�
_ JULY 19, 2013 BRIAN BLACKWELL, E.I. ENGINEER �;��; 'l�-%
PROFILE (HORIZONTALJ v= 50 MpH rxo�scz nEs�cx Excr.n-EER '��
FUNCTIONAL 60 TOTAL LENGTH OF T.I.P. PROJECT R-2501C = 3.564 MI. �s���-' ��
t0 5 0 10 20 CLASSIFICATION: RURAL ARTERIAL LETTING DATE: BRENDA MOORE, P.E. �—
TIER: STATEWIDE JULY 21, 2015 NCDOT CONT.4CT
P.E.
PROFILE (VERTICAL) *(TTS7 lo°i DUAL 5%) src.,:aTr,nF:

140
350
340
�
350
340
120
100
80 60 40 20 0
r
20
40
60
80
PROJ. REFERENCE N0. SHEET N0. '
R-250/C X-27
100 120 140
350
340 _____-
�V
h
� o.oioo � � 0.0100
-- /� -I --- I -
3! � �
i� -
______--_/� 356.70
1201+00.00
� � �
�
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"' � 0.010�
5.5. 350.657 � � � I I
-------- -------- // 357./2
350 _---------------------- -i�
I �
340 i i I i
_- o __.___�-_ _-_
�'� "�"� 3�I
350
340
140
120 100 80
1200+50.00
-L-
60 40 20 0
350
340
350
340
_�_--- �,o --
--------------------
6:i �� 3:1 --
350
340
20
40 60 80 100 120 140

�
;
140 120 100 80 60 40
370
I
360 __________�___ No WETLANDS g•I ��
---------------------- ---�' �
5:5. 356.616
360
------------------- ----� WETLANDS
----- ��------ �d
—��� '
350 I � 5.5. 354.852
360
-------------------�_'_—� WETLANDS
'--------�
3rJ� S.S. 353.254
I I I
20
360
� O.OP00
--------------�-----�� WETLANDS ;I ,� __ —.
� i �
\�---------- — /
350 S.S. 352.324 —
, � I
—
— W LAND
i
LlMlT
I i
:s�u
------------��--�� �
� WETLANDS 3� i
� � /
\�--------- ��
350 — — — — —'
5.5. 35/.56D
140 120 100 80 60 40
20
20 40 60 80 100 120 140
i PERMIT DRAWING
� SHEET 6 oF 7 370
I 5.5. 362.765 ------------------------
i o0100 �:--- sso
�— -s:r-- �� — 3�,----- —
358.44
1208+50.00
��o.c�
1208+00.00
v
�
u-�
"' _ _ � 0.0100
� � —�
358.04
1207+50.00
m
N
"' � 0.0100
357.89 I
� 2�7t��.��
-L-
0 20
5.5. 365.797 —__--_--------------
I I 5.5. 367.930---------------_
�—
_�___--
.---- �
0
6:/ �e 3:1
_ 354260
360
350
360
350
360
350
IS.S. 370.221 -----------
���� go 360
6:/ � 3:I
354.087 3 rJ �
40 60 80 100 120 140

WETLAIVD PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
Hand Existing Existing
Permanent Temporary Excavation Mechanized Permanent Temporary Natural
Clearing Channel Channel
Site Station Structure Fill in Fill in in Clearing in SW SW Stream
No. (From / To) Size / Type Wetlands Wetlands Wetlands Wetlands �n Impacts Impacts Impacts [mpacts Design
(ac) (ac) (ac) (ac) Wetlands (ac) (ac) Permanent Temporary (ft)
(ac) (ft) (ft)
1 L 1201+26 to L 1202+39 FILL 0.03 0.04
2 L 1205+79 to L 1208+61 FILL 0.08 0.10
TOTALS: 0.11 0.14
ROUNDED TOTALS ARE THE SUM OF ACTUAL IMPACTS
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
RICHMOND COUNTY
WBS 34437.1.1 R-2501C
Sheet 7 OF 7 14-

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See Sheet 1-A For Index of Sheets
BEGIN CONSTRUCTION
T 0 ROCK/NGHAM
-Y- HAMPTON DR.
-Yl- COGNAC RD.
(SR 1605J
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
�ylI' .:� " IIII ��:
II)I �'I�I(�)\
\(�)I'�"IIII:I��.� I�Z�>>Ir1I1\�.�
I-II���I-I��':���"�
LOCATI01�: US 1 FROM 11tORTH OF SR I606 (FOX RDAD) TD
TYPE
THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED
TO POINTS AS SHOWN ON THE PLANS.
SO UTH
(MARST01�1 ROAD)
WORI�: GRADII�G, DRAII�A GE, PA T�I1�G � SIG1�I1�G
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
/ �P�
OF �
�
0�
-L- POT STA 1329+67.03 END T.I.P. PROJECT R-250/C
]�]E�]EIL���1�iAllE�� ]�]LA�N�
DO NOT USE FOR CONSTRUCTION
Prepared in the Office of� HYDRAULICS E11tGI11tEER
GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH HNTB NORTH CAROLINA, P.�.
343 E. Six Forks Road, Suite 200
ADT2015 = 9450 Raleigh, North Caro�ina 27609
5� 25 � 5� ��� NC License No: C-1554 0� �OQp�
ADT 2035 = 15,000 �� �qo
DHV = g �o LENGTH OF ROADWAY T.I.P. PROJECT R-2501C = 3.564 MI. 2012 STAMDARD SPECIFICATIONS �� �oQo
PLANS °
ENRICO A. ROQUE, P.E. P.E. � �
D = 6O % PROJECT ENGINEER SIGNATURE: q ,o-
50 25 0 50 l 00 RIGHT OF WAY DATE: � o
T = 15 °/a * ROADWAY DESIG11l �'�, a�
JULY 19, 2013 ANTHONY THOMPSON, P.E. E111GI11tEER � @
PROFILE (HORIZONTAL) V= 60 MpH PROJECT DESIGNER ��p oQ�
FUNCTIONAL TOTAL LENGTH OF T.I.P. PROJECT R-2501C = 3.564 MI. LETTI11lG DATE: �� p�p���
10 5 0 10 20 CLASSIFICATION: RURAL ARTERIAL BRENDA MOORE, P.E.
TIER: STATEWIDE JULY 21, 2015 NCDOT CONTACT
P.E.
PROFILE (VERTICAL) *(TTST l0% DUAL 5%� SIGII�ATURE:

Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.•
State Line ----- -•-•-
County Line ---- ----
Township Line --- ---
City Line -- --
Reservation Line — — —
Property Line
Existing Iron Pin �
Property Corner —H
Property Monument �
Parcel/Sequence Number iz3
Existing Fence Line -x x—x-
Proposed Woven Wire Fence —e—
Proposed Chain Link Fence B
Proposed Barbed Wire Fence �
Existing Wetland Boundary - - - -wLe- - - -
Proposed Wetland Boundary w�B
Existing Endangered Animal Boundary E^8
Existing Endangered Plant Boundary E^�
Known Soil Contamination: Area or Site y;t' �
Po4ential Soil Contamination: Area or Site ���, �
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or WG Tank Cap O
$ign �
W6�� �w
$mall 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 —15 -
Buffer Zone 1 ez i
BufFer Zone 2 sz z
Flow Arrow E —
Disappearing Stream � —
Spring p�_...�, -^
Wetland �
Proposed Lateral, Tail, Head Ditch �` �
� ,�.
False Sump �
�'1[-'��'�'� �� 1F� 1� ��]R,°]T'IIE�II �C_�1 P���IL 1[ �1 _�1
���y1I�lI��� ���' IHI��I���,��'�
CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS.•
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF WAY.•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite fLW Marker
Proposed Control of Access Line with
Concrete GA Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
�
CSX 7flPN5PoRTATION
O
YllEPoST 35
�
swircN
�
0
�
�
�
�
—��—
�
-- E --
E
TDE
PDE
DUE
PUE
TUE
AUE
Proposed Permanent Easement with O
Iron Pin and Cap Marker �
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 ' T ' T
Existing Cable Guiderail n n �
Proposed Cable Guiderail � � n n
Equality Symbol d
Pavement Removal �
l�EGETATION.•
Single Tree Q
Single Shrub o
Hedge ^^^�.^M^^M^^,�-�
Woods Line 1"'-'"11"ti'""`"-'
Orchard
Vineyard
EXISTING STRUCTURES.•
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.•
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
Recorded WG Power Line
Designated U/G Power Line (S.U.E.*)
TELEPHONE:
fl €? f? €?
Vtnayartl
CONC
— � CONC WW I
�
CONC HW
�--------�
� cs
Os
s
•
•
O
/1
r
��
Existing Telephone Pole f
Proposed Telephone Pole �
Telephone Manhole OO
Telephone Booth ❑'
Telephone Pedestal ❑T
Telephone Cell Tower �,
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable �
Designated U/G Telephone Cable (S.U.E.*) - - - - -'- - - -
Recorded U/G Telephone Conduit «
Designated U/G Telephone Conduit (S.U.E.*fi - - - -��- - - -
Recorded U/G Fiber Optics Cable *��
Designated U/G Fiber Optics Cable (S.U.E."`� - - - -' °°- - -
WATER:
Water Manhole WO
Water Meter o
Water Valve �
Water Hydrant `�
Recorded U/G Water Line •
Designated U/G Water Line (S.U.E.*� - - - -•- - - -
Above Ground Water Line ^�c Wate�
N:
N Satellite Dish CC
N Pedestal ❑O
N Tower �
U/G N Cable Hand Hole HN
Recorded U/G TV Cable �°
Designated U/G TV Cable (S.U.E.*) - - - -*�- - - -
Recorded U/G Fiber Optic Cable T� ��
Designated WG Fiber Optic Cable (S.U.E.*)- - - - -�� ��- - -
GAS:
Gas Valve 0
Gas Meter �
Recorded U/G Gas Line °
Designated U/G Gas Line (S.U.E.*) - - - -�- - - -
Above Ground Gas Line a�c cos
SANITARY SEWER:
Sanitary Sewer Manhole �O
Sanitary Sewer Cleanout 0+
WG Sanitary Sewer Line sz
Above Ground $anitary Sewer n.c sa��to�Y sewe�
Recorded SS Forced Main Line �ss
Designated SS Forced Main Line (S.U.E.*) — — — — —F55— — — -
MISCELLANEOUS:
Utility Pole �
Utility Pole with Base �
Utility Located Object p
Utility Traffic Signal Box ❑s
Utility Unknown U/G Line ��*�—
U/G Tank; Water, Gas, Oil �
Underground $torage Tank, Approx. Loc. — usT
A/G Tank; Water, Gas, Oil �
Geoenvironmental Boring �
U/G Test Hole (S.U.E.*) �
Abandoned According to Utility Records AATUR
End of Information E.O.I.

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PRELIMINARY PAVEMENT SCHEDULE
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COUFSE, TYPE B25.00,
PROP. APPRO%. il2" ASPHALT CONCRETE SURFACE COURSE, TVPE S9.5C, AT AN AVERAGE RATE OF 114 LBS. PER S0. YD. PER 1" �EPTH. TO
C1 qT qN AVERAGE FATE OF 168 LBS. PER so. vo. E 5 BE PLACED IN LAYEflS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN SLZ" IN DEPTH.
C..2 PROP. APPFO%. 3" ASPHALT CONCFETE SUflFACE COUf7SE, TVPE ss.sc, � 1 PROP. 8" AGGREGATE BASE COURSE
AT AN AVERA�E flATE OF 168 LBS. PER S�. V�. IN EACH OF 2 LAVEFS.
PROP. VAR. OEPTH ASPHALT CONCRETE SUflFACE COURSE�
C3 DEPTHS9TOCBEAPLACEDVINALAYERSENOT LESSLBHANPE%pS�INYOEPTHflOR J Z PROP. 10" AGGREGATE BASE COURSE
GfiEATER THAN 2" IN �EPTH.
D' PHOP. APPFOX. 2%2" ASPHALT CONCRETE INTERMEOIATE COURSE, R1 Z�-6" CONCRETE CURB ANO GUTTER.
TVPE I19.00, AT AN AVERAGE RATE OF 285 LBS. PER S�. Y�.
D.2 PROP. APPHOX. 4'� ASPHALT CONCRETE INTEFMEOIATE COURSE, R Z 5'� MONOIITHIC CONCRETE ISLAND.
TYPE I19.OB, AT AN AVERAGE flATE OF 399 LBS. PER SQ. YD.
D3 PpOP. APPROX. 4" ASPHALT CONCRETE INTERME�IATE COURSE, R'3 CONCRETE E%PRESSWAY 6UTTER.
TVPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. Y0.
PROP. VAR. OEPTH ASPHALT CONCFETE INTERMEDIATE COURSE,
D4 TYPE I19.00, AT AN AVERAGE FATE OF 714 LBS. PEP S�. Y�. PEfl i" R4 1'-6� CONCRETE CURB ANO GUTTER.
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2/y" IN OEPTH OR
GfiEATER THAN 4" IN �EPTH.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE� TVPE B25.OB,
E1 AT AN AVERAGE RATE OF 456 LBS. PER so. vo. R 5 SHOULDER BEqM GUTTER
Er2 PROP. APPFO%. 4" ASPHALT CONCFETE BASE COUFSE, TVPE B25.00, T EAliTH MATERIAL.
AT AN AVERAGE RATE OF 456 LBS. PER S�. Y�.
E3 qTOAN AVEFAGE R TE OFPSA3TLBSNCPET�ESB�ASV�COURSE� TVPE 825.OB, U EXISTIN6 PAVEMENT.
E4 AROAN AVEFAGE f7ATESOFA570C�LBSREPER85QE YpURSE, TVPE B25.OB, W VARIABLE �EPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL)
TE: PAVEMENT E�GE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
3n'_n" in�_n�� *
ORIGINAL
GROUND
ORIGINAL � v��V� ,v ����J ���•�
GROUND INSET A
ALTERNATE MAINLINE PAVEMENT DESIGN
30'-0" 10'-0" * 12'-0"
4'-0" ��
�i
C2
ORIGINAL
GROUND � o�0e o,_oz o`02
6:1
%ii �ii i��; �,P'�` ( T )
3'� `-�
i/.,;? ' �/i�`.
ORIGINAL ��
GROUND SEE INSET A FOR ALT.
PAVEMENT DESIGN -
THIS SHEET
SEE DETAIL A-A
SHEET 2-A
ORIGINAL
GROUND
ORIGINAL
GROUND "` ' ""' " "'
PAVEMENT DESIGN
THIS SHEET
�t SURVEY
��NTBHn�ra Noarn cARo�iNn, a.c. PROIEQ REFERENCE NO. SHEET NO.
3¢3 E. Six Forks Roatl, Suite 200 n—nGo/^ �
Faleigh, North Cai�olina 21609 !i GJ l.
ti� ���e�s� No: �.,���
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN RY FLANS
n0 �OT IJSF FO CONSTfti�(`Ti0\
DETAIL SHOWING METHOD OF WEDGING
SEE TYPICAL SECTIONS
� —L_TIEIN—
� —L—
i
23,_0„
�2�_p�� `* 23' PAVED MEDIAN 12'-0"
n ��
7'-b" 1'-b" � r
i
�. � LJ
POINT
o`oz — o.oz
11.0" ' ' — — �"
E2 E2 � 11.0"/
GRADE TO THIS LINE MILL EXISTING 1
PAVEMENT 1 2"
TYPICAL SECTION 2 GRADE TO THIS LINE
USE TYPICAL SECT ION N0.2 :
�� -L- STA 9 94 9+50.00 TO -L- STA 9 943+65+/-
—L— STA 1 943+65+/— TO —L— STA 9 967+50+/—
I YI'ICAL StC I IUN I
-L TIEIN-
USE TYPICAL SECTION N0. 1:
—L_T IEIN— STA � 932+30.00 TO —L_T IEIN— STA 9 94 9+50.00
12'-0" 10'-0" 18'-0" b'-0" 10'-0"
�� 4'-0"
VARIES
i0 28'-6" ORIGINAL
�� GROUND
�
o.oz o.oz o.oa 3.� �; � � ; ��,�
6 1 6 �,`. ��`. �\�
D3 E2 T � ORIGINAL
GROUND
�� � SEE DETAIL C
SHEET 2-D
NOTE: * 1) 13'-0" WHERE GUARDRAIL IS WARRANTED
2) SEE PLANS FOR SUPERELEVATION, TURN LANES,
AUXILIARY LANES, MONOLITHIC ISLAND, EXPRESSWAY
GUTTER , CURB & GUTTER, & LANE TAPER LOCATIONS

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G2 3" ACSC TYPE S9.SC
(D3� 4 '� ACIC TYPE I19.00
(E2� 4" ACBC, TVPE B25.00
�pq� I"-�:�" CUF'B RI�dL� Gl1TT=F.
� T j EAflTH MATERIAL
ORIGINAL
GROUND �
:;�'i .i%%�
�%'I�;;��,
ORIGINAL � SEE
GROUND S
�1 NTB HNTa NoarH Gnao�Iun, ❑ c. PROJECT REFERENCE NO SHEET NO.
3a3 E. s�x Fo�ks Aoad, 5��<e zoo R-250/C 2—A
Paleigh, Narth Carolina 2]609
NC License No: C-1554
WV! SHEET NO.
ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
F'RELIMIN RY PLANS
DO NOT USE FO ('ONCTRU�'TiON
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o.., ..,, ,,., ..,, . ,.., ..,, ,.., ..,, ,..., ..,, ,.., ..,, ,.., ..,, ,.., ..,, ,c� n�� F,�_n�� ln,_�„
30'-0"
ORIGINAL
GROUND �
6:1
r, A'.��
>;T,//r., � , y,.
r
3'�
�� \ /i;
ORIGINAL
GROUND
SEE DETAIL A
SHEET 2—B
SEE INSET A FOR ALT.
PAVEMENT DESIGN
SHEET 2
10'-0" " 12'-0"
4,_�„ J�
`� i
�i
0��08 �.��z 0�02
GRADE TO THIS LINE
TYPICAL SECTION 3
—L— US 1
� -L-
�
12'-0" 16'-0"
� +�23,_�„
��
v
C2 GRADE
POINT
USE TYPICAL SECT ION N0. 4:
** -L- STA 9 975+09.77 TD -L- STA 9 976+03.4 9
-L- STA 9 978+ 93.4 1 TO -L- STA 9 98 9+00+/-
-L- STA 9285+48.00 TO -L- STA 9289+78.90
TRANSIT ION FROM 23' MEDIAN TO 16' MEDIAN:
-L- STA 9 976+03.4 9± TO -L- STA 9 978+ 93.4 9
\11.0"
�
TYPICAL SECTION 4
—L— US 1
JCC IIVJCI /i rVR /iLl.
PAVEMENT DESIGN
SEE SHEET 2
USE TYPICAL SECT ION N0. 3:
-L- STA 1 968+50 TO -L- STA 9 975+09.77
12'-0" 10'-0" 18'-0" 6'-0" 10'-0"
�`, 4'-0"
Jr
—� ORIGINAL
GROUND
0.02 0 02 0.08 '�.� �� � �
�i A � ,
:1 6:1
�. � � f, � � ����
T
E2 ORIGINAL
GROUND
SEE DETAIL B
SHEET 2-D
SEE INSET A FOR ALT.
PAVEMENT DESIGN
SEE SHEET 2
ORIGINAL
GROUND
RIGINAL
ROUND
TRANSITION FROM TYPICAL
SECTION 9 TO TYPICAL SECTION 4:
-L- STA 9284+28.00 TO -L- STA 9285+48.00
TRANSITION FROM TYPICAL
SECTION 4 TO TYPICAL SECTION 6:
-L- ST A 9 289 +78.90 T 0-L- ST A 9 292 +78.90
NOTE: * 1) 13'-0" WHERE GUARDRAIL IS WARRANTED
2) SEE PLANS FOR SUPERELEVATION, TURN LANES,
AUXILIARY LANES, MONOLITHIC ISLAND, EXPRESSWAY
GUTTER , CURB & GUTTER, & LANE TAPER LOCATIONS

z
0
w
�
�C2� 3" ACSC TVPE 59.5C
{03� 4 " ACIC TVPE I19.00
�E2� 4" ACBC, TVPE 825.00
�,R1 2�-6" CUflB AN� GUTTEfl.
� T� EAHTH MATERIAL
� EXISTING PAVEMENT
W�) WEOGING
ORIGINAL
GROUND
30'-0"
� i 6:,
�; �>; � � �-.
3'�
� ,; � . � .
�i�, i �
ORIGINAL
GROUND
ORIGINAL
GROUND
6� � ro
/ �, %`, '� ;. `
3 ��
6.� 10
� �, �
ORIGINAL � � � ��
GROUND
SEE INSET B FOR ALT.
PAVEMENT DESIGN
THIS SHEET
�1 NTB HNTa NoarH Gnao�Iun, ❑ c. PROJECT REFERENCE NO SHEET NO.
3a3 E. s�x Fo�ks Aoad, 5��<e zoo R-250/C 2—C
Paleigh, Narth Carolina 2]609
NC License No: C-1554
WV! SHEET NO.
ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
F'RELIMIN RY PLANS
%� DO NOT USE FO ('ONCTRU�'TiON
L -L-
10'-0" ' 12'-0" 12'-0" 16'IO" 12'-0" 12'-0" 10'-0" 18'-0" 6'-0" 10'-0"
n n 1 �
4,_0„ �� L, J i � "�1 /J �I 4,_0„
\ �
��%� �✓
VARIES $� VARIES
0' TO 39' 0' TO 28'-6"
C2 C2 W GRADE C2 W C2
POINT
ORIGINAL
GROUND
o`oa �.—a2 0�02 o.oz o.oz o.oa ,�.1 ��:/�`; �, `:�.
— — — — 6:1 b. \
---- ----
— — — — �:�'�� ;�\
D3 E2 71.0" � � 17.0" D3 E2 T ORIGINAL
GROUND
GRADE TO THIS LINE
GRADE TO THIS LINE
TYPICAL SECTION 6 USE TYPICAL SECTION N0.6 :
-L- US 1 -L- STA 9 995+00± TO -L- STA 92 99+00.00
-L- STA 9292+78.90 TO -L- STA 9329+67.03
� -L-
�
64'-0"
10'-0" 12'-0" 12'-0" 16'-0" 12'-0" 12'-0" 10'-0"
� \ �l1 �^r �/\r
2,_�„ � I \�L, �1 LJ LJ LJ 2,_0„
ORIGINAL
6�� VARIES VARIES •0" � GROUND
Rl C2 C2 W 0' TO 26' GRADE 13' TO 32' C2 W C2 Rl 3�
POINT 6:1 S� /���� `�' :`\
o? I o.oz o.oz � o`oz
�. ,� 6: � T�
::;,.;.; , .
� , ;:: ,_ 3:)
T o.02 T ;� `,, �� ; �;;`,
E2 D3 E� �� � U �� E� D3 E2
ORIGINAL
GRADE TO THIS LINE GRADE TO THIS LINE GROUND
TYPICAL SECTION 7 USE TYPICAL SECTION N0.7 :
-L- STA 92 99+00.00 TO -L- STA 926 9+00.00
-L- US 1
ORIGINAL I
GROUND � 72"
6:7 T� 3. Rl C2
.�i �:;✓i;` � oz I o`02
3 �� �
6:1 S� �
ii�; �i�%!�� T
ORIGINAL D3 J2 17"
GROUND
INSET B GRADE TO THIS LINE
ALTERNATE MAINLINE PAVEMENT DESIGN
NOTE: * 1) 13'-0" WHERE GUARDRAIL IS WARRANTED
2) SEE PLANS FOR SUPERELEVATION, TURN LANES,
AUXILIARY LANES, MONOLITHIC ISLAND, EXPRESSWAY
GUTTER , CURB & GUTTER, & LANE TAPER LOCATIONS

r
Z
0
N
C
tt�[) 3" ACSC TVPE S9.5C
�D3� 4 '� ACIC TYPE I19.00
�E2� 4" ACBC, TVPE 825.00
�.R1 2�-6" CURB AND GUTTER.
�p2 5" MONOLITHIC CONCFETE ISLAN�
( T� EAHTH MATERIAL
ORIGINAL
GROUND
���--, ,, 6'-�
%i,
6.� SO
3 ��
�� ��✓ � ��� �; ��
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
SEE INSET B FOR ALT.
PAVEMENT DESIGN
SEE SHEET 2-C
/6.0" �
C
oz
12,_0„
o`oz
72,_0„
� '�
� -L-
I
64'-0"
16'-0"
I� \ \ i i
�
�
GRADE TO THIS LINE
TYPICAL SECTION 8
-L- US 1
� -L-
I
��,_�„
12'-0"
�,�
��
o.oz
�1 NTB HNTa NoarH Gnao�Iun, ❑ c. PROJECT REFERENCE NO SHEET NO.
3a3 E. s�x Fo�ks Aoad, 5��<e zoo R-250/C 2-D
Paleigh, Narth Carolina 2]609
NC License No: C-1554
WV! SHEET NO.
ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
F'RELIMIN RY PLANS
DO NOT USE FO ('ONCTRU�'TiON
0'
ARIES 0' - 12'
12,**
��
�-I
o.oz
10'-0"
2,_�„
6.0"
,�
o.o:
- �ORIGINAL
GROUND
�6, .�� 3:1
��� �`: . ,
6; � TO
3:�
it� ;����:�;\.
ORIGINAL
GROUND
USE TYPICAL SECTION N0.8 :
-L- STA 926 1+00.00 TO -L- STA 9274+ 95.00
USE TYPICAL SECT ION N0.8 fTAPER LOCAT IONSJ :
�-L- STA 9269+ 95.60 TO -L- STA 1270+65.60
USE TYPICAL SECT ION N0.8 fADDIT IONAL LANE LOCAT ION51:
*� -L- STA 9270+65.60 TO -L- STA 9274+ 95.00
PAVEMENT DESIGN �
SEE SHEET 2-C
(FOR BOTH SIDES)
12,_�„ 10'-0" �g,_0„ 6-_p�� � 10,_�„
�� C2 4,_0„
o.os o.oz
o.oa
6:1 6.
n° D3 T
E2 GRADE TO THIS LINE
DETAIL B
USE DETAIL B IN CONJUNCTION WITH
TYPICAL SECT ION 4& 9 AT THE FOLLOW ING LOCAT IONS:
-L- ST A 9 278 +38.90 T 0-L- ST A 9 284 +28.00 R I �HT S I DE
-L- STA 9285+48.00 TO -L- STA 9289+78.90 RIGHT SIDE
�ORIGINAL
GROUND
3.� ���; � ` � `,��.
��;,� •' ..
�ORIGINAL
GROUND
TYPICAL SECTION 9
ORIGINAL
GROUND
ORIGINAI
GROUND
TRANSITION FROM TYPICAL
USE TYPICAL SECT ION N0. 9: SECT ION 8 TO TYPICAL SECT ION 9:
-L- US 1 -L- STA 9275+35.00 TO -L- STA 9284+28.00 -L- STA �274+ 15.00 TO -L- STA 1275+35.00
VARIES 10'-0" 18'-0" 6'-0" 10'-0"
0'-0" TO 40'-0"
ORIGINAL
C2 4'-0" �GROUND
o.oz 3. �
o.oz ,
o.oe ;;�A ��,%\�
6:1 6.
� ��- ,����
17" D3 E2 T ORIGINAL
GRADE TO THIS LINE GROUND
DETAIL C
USE DETAIL C IN CONJUNCTION WITH
TYP I CAL SECT ION 2 AT T HE FOLLOW I NG LOCAT IONr
-L- ST A 9 9 43 +74.40 T 0-L- ST A � � 46 +05.00 R I GHT S I DE l BULBOUT LOCAT IONJ
NOTE: 1) SEE PLANS FOR SUPERELEVATION, TURN LANES,
AUXILIARY LANES, MONOLITHIC ISLAND, EXPRESSWAY
GUTTER , CURB & GUTTER, & LANE TAPER LOCATIONS

0
�
�C2� 3" ACSC TVPE 59.5C
{02� 4 " ACIC TVPE I19.OB
�E1� 4" ACBC, TVPE 825.08
`� 6" ACBC, TYPE 825.08
�} 2'-6" CURB AND GUTTER.
� EARTH MATEliIAL
( U�) EXISTING PAVEMENT
�W) WEOGING
30'-0"
ORIGINAL
GROUND � 6:1
��% �ii�jr�, MPy,.
3'�
ii%i/ %>��
ORIGINAL
GROUND
2'
os
� -Y1-
$,_�„ 5,_0„ ��,_�„ ��,_�„ 5,_0„
�l�l, '�`�
L� 1
�. �
\/
GRADE
ORIGINAL POINT C2
V 0�_OB 0`02 0.02 0.08
GROUND AR. VqR. ORIGINAL
T� 3:1 ,� a�� r� 3:� � -�GROUND
/ /�j�\�j�.\�.
T E4 8„ T � , � �' <`.`: �` �`.
GRADE TO THIS LINE
�1 NTB HNTa NoarH Gnao�Iun, ❑ c. PROJECT REFERENCE NO SHEET NO.
3a3 E. s�x Fo�ks Aoad, 5��<e zoo R-250/C 2-F
Paleigh, Narth Carolina 2]609
NC License No: C-1554
WV! SHEET NO.
ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
F'RELIMIN RY PLANS
DO NOT USE FO ('ONCTRU�'TiON
TYPICAL SECTION 13 _(1SE TYPICAL SECTION N0. 13 :
-Yl- COGNAC RD. (SR1605) -Y 9- STA 90+35.40 TO -Y 9- STA 93+00.00
� -Y2-
$,_�„ z,_0„ 12,_0„ 12,_0„ 2,_�„
� � ' \
2' MIN � %� � 2' MIN
GRADE y�/
ORIGINAL C2 POINT C2
GROUND T �AR. q;� 0.---0e exiST exisr �08 VqR 4.� ORIGINAL
� 3,� 4�� T� 3.� �GROUND
�i" �,�� �; '�X. — — — — �AJC
T $„ $„ T ;�;� %�,A
E4 U U E4
GRADE TO THIS LINE MILL EXISTING GRADE TO THIS LINE
PAVEMENT 1 2"
TYPICAL SECTION 14 USE TYPICAL SECTION N0. f4 :
-Y2- L G DEWITT RD (SR1536) -Y2- STA 10+32.00 TO -Y2- STA 92+25.00
� -Y3-
I
12,_�„ 12,_0„
�
;� �
, C2 GRADE\ �
� POINT
o`oz o.oz
11" f f
TYPICAL SECTION 15
NC 177
12'-0" 8'-0" 18'-0" 6'-0" 10'-0"
��\� z
��
o.oz oa 3,
6.j A , �
T
SEE DETAIL D
-GRADE TO THIS LINE SHEET 2-F
GROUND
ORIGINAL
GROUND
USE TYPICAL SECT ION N0. 15 :
-Y3- STA 90+33.29 TO -Y3- STA 96+70.00
l0'-0"
z,_�„
I °�� ORIGINAL
GROUND
C2 Rl 4:1 �� 3 � ��,;<� A/vA
� o,_oz
, 4:1 TO
�• 3:7
11" T ;'��: ;;��;.\\
El D2 El ORIGINAL
GRADE TO THIS LINE GROUND
DETAIL D
USE DETAIL D IN CONJUNCTION WITH
TYP ICAL SECT ION 95 AT THE FOLLOW ING LOCAT IONS:
-Y3- STA 10+35+ TO -Y3- STA 9 9+77± LEFT SIDE
-Y3- STA 10+35± TO -Y3- STA 10+95t RIGHT SIDE
NOTE: 1) SEE PLANS FOR SUPERELEVATION, TURN LANES,
AUXILIARY LANES, MONOLITHIC ISLAND, EXPRESSWAY
GUTTER , CURB & GUTTER, & LANE TAPER LOCATIONS

r
G2 3" ACSC TYPE S9.SC
(D2� 4 '� ACIC TYPE I19.0B
�03) 5 '� ACIC TYPE I19.00
��E1 4" ACBC, TVPE B25.0B
lE2) 4" ACBC, TVPE 625.00
�E3� 4YZ�� AGBC, TYPE B25.OB
�i) s" nec
(p��� 2'-6" WRB AND GUTTER.
(R5�) SHOULDER BERM GUTTER
( I ' EANTH MATERIAL
CU� EXISTING PAVEMENT
�W) WEDGIN�
ORIGINAL
GROUND
-- - 4: ]\
�
�ii :�/i Ti,�
3 ��
4.� T O
/ / i \7 . �% %'� �.
ORIGINAL
GROUND
4 -RPD- & -Y3 SPUR-
10'-0" 5'-0" 12'-0" 8'-0" 18'-0" 6'-0" 10'-0"
` 6'-0"
z i_Ori
GRADE
6.0" POINT
z,_�„
ORIGINAL
Rl C2 � � �GROUND
0.02 OA2 .08 ,�.1 . . ..
�I � � ;��� � ,
�A� i,A�
4'. �
T '�•.�` �' , �A��.
���� T
El El D2 ORIGINAL
GRADE TO THIS LINE GROUND
TYPICAL SECTION 16 USE TYPICAL SECTION N0. 16 :
RAMP D& Y3 SPUR -RPD- STA 90+00.00 TO -RPD- STA 94+73.97
�-Y3 SPUR- ST A 5+00.00 T 0-Y3 SPUR- ST A 7+39.73
� -Y4-
8'-0" (MIN.) 5'-0" VAR. VAR. 5'-0"
Z 12'-0" (DES.) 12'-0" TO 24'-0" 12'-0" TO 75'-0"
� ���GRADE �� �
ORIGINAL ' """ --
GROUND �AR o.-oa o"oz o.oz ° 08 �AR ORIGINAL
T� 3:� � 4:� T� 3:� 4'� GROUND
i �/, �
, � , T E3 �.5" T � ` _ � �
«� ��i.A\
GRADE TO THIS LINE
TYPICAL SECTION 17 USE TYPICAL SECTION N0. 17 :
-Y4- BEAVERDAM CHURCH RD. (SR1486) -Y4- STA 90+32.00 TO -Y4- STA �3+00.00
11.0
.�
VAAIFf
�s��
.., .,,,.. ",.� .,,.,,..� ,,, ,,,... LINE
RAISED GRASS ISLAND DETAIL
USE RAISED GRASS ISLAND DETAIL IN CONJUNCTION WITH
TYPICAL SECTIONS 9& 96 AT THE RAISED GRASS ISLAND
LOCATIONS LOCATED ON PLAN SHEET No. 94.
�1 NTB HNTa NoarH Gnao�Iun, ❑ c. PROJECT REFERENCE NO SHEET NO.
3a3 E. s�x Fo�ks Aoad, 5��<e zoo R-250/C 2-G
Paleigh, Narth Carolina 2]609
NC License No: C-1554
WV! SHEET NO.
ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
F'RELIMIN RY PLANS
DO NOT USE FO ('ONCTRU�'TiON
ORIGINAL
GROUND �
6:1
� �.
i���: `i;;� �
i � �,� `
ORIGINA�
GROUND
ORIGIN/��
GROUND
3'-0" , 10'-0"
0,_02
0 os
T � � 11.0„
E2 D3
GRADE TO THIS LINE
GUARDRAIL DETAIL
-L- STA. 9 162+50.00 TO 9 167+00.00 LT.
-L- STA. 9200+50.00 TO 9201 +50.00 LT.
-L- ST A. 9 202 +89.00 T 0 9 203 +62.50 LT.
-L- STA. 9205+00.00 TO 9208+62.50 LT.
„ �.i ��� �,.
THIS LINE
GUARDRAIL WITH SBG DETAIL
-L- STA. 120 9+50.00 TO 9202+89.00 LT.
NOTE: 1) SEE PLANS FOR SUPERELEVATION, TURN LANES,
AUXILIARY LANES, MONOLITHIC ISLAND, EXPRESSWAY
GUTTER , CURB & GUTTER, & LANE TAPER LOCATIONS

�I NT B HNTB NOFTH cAROLINn P.0 PROJECT REFERENCE NO SHEET NO.
3¢3 E. Six Foi�ks Roetl, Suite 200 n-nGo/^ �_u
Faleigh, North Gai�olina 21609 !i LJ l. ��
D ETO U R �� LiCe�=� No `, Ssa
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
� ENGINEER ENGINEER
� `_ - -ei�_ _ _ _ _ _ _ _ _ _ _ _ _
� �\
\ � t � � \ -� -
�� � P/ S�o 1163+77A5 PI S�o I/7/+g4,66
�� � 0= 2l8'27A'fRT1 p= Z'l8'27A'fLTJ
$ Q � � D= 0'/6'56.0' D= 0'l6'56A' g PRELIMIN RY PLANS
* z � `� �= anbr c= sn.�r o
n0 rOT IJSF FO CONSTftL�(`TiOF
� I � T= 408B6' T= 408.86' �
- � � � R = 20.30%43' R = 20.30%43'
DE OUR- �
Pl 5/0 /0+70J8 PI Sto 1�+5924 0 + 1� �
O �_ l5'40'16.4'fRTI �= l3'2('49.4fLT1 �= z'IB'27A'fLTJ �m 12
D= ir ia� o4.r o=�r i� oar 0= o� i 6� 5 i 2 ; i 3
L=/39.49' L= 11895Y � L= 82 47' � � LEE P. DEESE
N E R B E R T Z E R O F T= � � �� T= 5 9 7 5� r-`��� a g I D B i W 7 P G i 3 B � J g� T9J1 DEESEJDR.
oe q5r PG 326 R= 5/DAO' R= 510.00�� R= 20397.43' � -BL- 104 �pe e ii rc�ea �
e = 6% � � , ,a,.- ' - ' - - -c- +4em
� � , � _ _ , �E-�- +oiar . iao.oa �r
/ . \ - \ �� � \ \ � / -L- +IOAT8.46'LT ; -L- PRC Sto. 1167+85.80 / �&'soa_ = �
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� ♦ ��� �� I30.00'Lr � � � . � � � i � •
-L - 510. ll�+�.76 ! � / � ♦ � � � �. - _ 'so¢ � � -L - Pa' StO. 1167+89.� _ � � L T \
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(/9.�� %.i � � e � . � � -C- +5852 . � o _ �� o � � -L- +B5LAD 80.0!)'LT. iserco
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-L- +3450 DfYLT.
80D0'LT. /00.50'LT. PUE.. . �� C END WWF -L- +7950 P�E 1 .
E � E -�- +98.4i BOAO' cT. g - - + `
E- 132b3'[T. ���,�5 �E PUE 10133'LT.PUE ' DUE POF DUE ��PUE�. PUEL ��PUE E`
l -L- +3IJ0 �
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29.99• � ' °�
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PARCEL I1�DEX SH�ET
PARCEL No. SHEET No. PROPERTY OWNER NAME
1 4 JAMES MARTIN
2 4 JAMES C. MARTIN
3 4 JAMES C. MARTIN
4 4 HORACE E. GRAVES
5 4 JOE L. FITZWATER
6 4& 5 HORACE E. GRAVES
7 4 CLINTON WISE JR.
7A 4 DANIEL RUSSEL SR
7B 4 TONI ANN MCRAE
8 4& 5 JAMES SIMMONS JR
9 5& 6 HERBERT ZEROFF
10 4& 5 J.B. DAWKINS
11 5& 6 CURTIS WILLIAMS
12 6 LEE P. DEESE
13 6& 7 HAROLD DEESE JR.
14 6 ERNESTJ.TODD
15 6 NCDOT
16 6, 7& 8 WILLIAM LAND
17 6, 7& 10 LMS LLC
18 7 HAROLD DEESE
19 7 HAROLD DEESE
20 7 LINDA KING
21 7& 8 RICHARD ROSS
22 7 J.D. FARMS
23 8 DAVID HOPKINS
23A 8 DAVID HOPKINS
24 8 NANCY L. HONEYCUTT
25 8 ROBERT C. BULLARD
26 8 VANCELAND
27 8 CHARLES SUTTON
28 8& 9 LUIS L. CRIBB
29 8 ROBERT HARDEN JR.
30 8 SCOTT M. THOMAS
30A S TAMMY OGLESBY
31 8& 9 G.C. CADDELL, JR.
32 9 RAM K. AGARWAL
33 9 FAST TRACK PROPERTIES, INC.
34 9 SUZETTE Y. SMITH
35 9& 10 TED KELLY
36 9 CARL WARNER
37 9 CHARLES WILLIAMS
38 9 DANNY R. GRAHAM
39 9 T.C. MCCORMICK
40 9 CADDEL AND SPARKS
40A 9 JAMES P. MARKLAND
41 9 RAM K. AGARWAL
42 9& 10 BRADLEY G. MCINNIS
43 10, 11, 12, 13 & 14 VANCE LAND
44 10 TALBERT MCCORMICK
45 10 THE HOUSE OF PRAYER CHURCH
46 10, 11, 12, 13 & 14 ROCKINGHAM RACEWAY PARK
47 11 & 12 NATIONAL DRAGWAY CORPORATION
48 14 KHAMMAY DOUANGDARA
49 14 & 15 MARTHA ROBBINS
50 14 & 15 JERRY STROMAN
51 15 & 16 WILLIAM LATHAN
51A 15 & 16 HOFFMAN FIRE DEPARTMENT AND RESCUE SQUAD, INC.
52 16 BARNHILL CONTRACTING COMPANY
53 16 BARNHILL CONTRACTING COMPANY
54 16 & 17 JERRY R. BROWN
PAR;CEL No. SHEET No. PROPERTY OWNER NAME
�5 17 RICHARD LANIER
56 17 ALETHA LAN�ER
57 17 H.K. BOGGAN
58 17 MICHAELD.PARKER
�9 17 & 18 CLAUDE F. SMITH
60 14 thru 18 CSX RAILWAY
51 14 thru 17 N C WILDLIFE RESOURCES COMMISSION
,62 17 & 18 AMERICAN TIMBERLAND II LLC
3 14 LONNIE WALKER
G4 14A WILLIAM R. LAND III
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S=Ditch Slope 4 Proposed Difch FOR -L- PROFILE SEE SHEET No. 20 & 2/.
FROM -L- STA.1169+36 TO STA.1169+96
FOR -Y- PROFILE SEE SHEET No.28.
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