20171541 Ver 1_Build Maps_20171130

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VICII�ITY MAP
(NOT TO SCALE)
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LOCA TI�11 t: BRIDGE 1�0.124 O VER BRIER Y S WAMP
01� SR 1550 (SHEPI'ARD MILL R 4AD)
TYPE OF WORl�: GRADII�G, DRAI1�lAGE, PA VI1�G,
S TR UCT URES, A1�D RES URFA CI1�G
90% ROADWAY PLANS SUBMITTAL
DATE: 11/09/2017
Nq �`
NSRS 2 p � 1
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIG11l DATA PROJECT LEIVGTH RUMMEL, KLEPPER & KAHL, LLP HYDRAULICS
900 RIDGEFIELD DRIVE, SUITE 350 E11tGI11lEER
RALEIGH, NORTH CAROLINA 27609
ADT = 505 NC LICENSE NO. F-0112
20 0 20 40 T_ 6 0* LENGTH ROADWAY TIP PROJECT 17BP.2.R.79 = 0.084 mi 1-888-521-4455 OR 919-878-9560 � 0� �o�p� �
�0 LENGTH STRUCTURE TIP PROJECT 176P.2.R.79 = 0.019 mi FOR �Q� q��
PLANS V= 55 MPH TOTAL LENGTH TIP PROJECT 17BP.2.R.79 = 0.103 mi DIVISI01�1 OF HIGHWAYS � ��
2 � � 2 Q 4 0 * TTST = 3% D U A L 3% 2018 STANDARD SPECIFICATIONS SIGNATURE: P.E. � a
Michael T. Merritt, P.E. ROADWAY � o
F U N C C LASS = RU RAL RIGHT OF WAY DATE: PROJECT ENGINEER DESIG1�l �' a
e
PROFILE (HORIZONTAL) LOCAL JULY 19, 2017 E111GI11tEER ��� QOQ��
Matthew A. Lamy, P.E. o� �� p��
4 � 4 8 L E T T I 1 1 t G D A T E: I'ROJECT DESIGN ENGINEER
SUBREGIONAL TIER JANUARY 10, 2018 Heather Lane, P.E. P.E.
PROFILE (VERTICAL) NCDOT CONTACT
SIGNATURE:

SHEET NUMBER
1
1A
1B
1 C-1
1D
2A-1
2D-1
3B-1
3D-1
3P-1
4
TMP-1 THRU TMP-2
PMP-1 THRU PMP-2
EC-1 THRU EC-5
RF-1 THRU RF-2
SD-1 THRU S-20
UO-1 THRU UO-X
X-1 THRU X-5
S-1 THRU 5-20
INDEX OF
SHEETS
SHEET
TITLE SHEET
0
�
INDEX OF SHEETS, GENERAL NOTES. AND LIST OF
STANDARD DRAWINGS
CONVENTIONAL SYMBOLS
SURVEY CONTROL SHEET
CENTERLINE COORDINATE LIST
PAVEMENT SCHEDULE AND TYPICAL SECTIONS
DRAINAGE DETAILS
GUARDRAIL. EARTHWORK, 8� PAVEMENT REMOVAL SUMMARIES
DRAINGAGE SUMMARY
PARCEL INDEX SHEET
PLAN/PROFILE SHEET
TRAFFIC MANAGEMENT PLANS
PAVEMENT MARKING PLANS
EROSION CONTROL PLANS
REFORESTATION PLANS
SIGN DESIGN PLANS
UTILITIES BY OTHERS PLANS
CROSS-SECTIONS
STRUCTURE PLANS
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an o
2018 ROADWAY ENG�ISH STANDARD DRAWINGS
The -Following Roadway Standards as appear in "Roadway Standard Drawings�� Highway Design Branch -
N. C. Department of Tronsportation - Raleigh. N. C., Dated January, 2018 are appl�cable to this project
and by reference hereby are considered a part of these plans:
STD.NO.
TITLE
DIVISION 2 - EARTHWORK
200.02 Method o-F Clearing - Method II
225.02 Guide for Grading Subgrade - Secondary and Local
225.04 Method o-F Obtaining Superelevation - Two Lane Pavement
DIVISION 3 - PIPE CULVERTS
300.01 Method of Pipe Installatlon
310.10 Driveway Pipe Construction
DIVISION 4 - MAJOR STRUCTURES
422.01 Bridge Approach Fills - Type I Standard Approach Fill
DIVISION 5- SUBGRADE. BASES AND SHOULDERS
560.01 Method of Shoulder Construction - High Side o-F Superelevated Curve - Method I
DIVISION 8 - INCIDENTALS
840.00 Concrete Base Pad for Dralnage Structures
840.14 Concrete Drop Inlet - 12" thru 30" Pipe
840.15 Brick Drop Inlet - 12" thru 30" Pipe
840.29 Frames and Narrow Slot Flat Grates
840.35 Tra-f-fic Bearing Grated Drop Inlet - for Cast Iron Double Frame and Grates
840.45 Precast Droinage Structure
840.46 Traffic Bearing Precast Drainage Structure
846.01 Concrete Curb, Gutter and Curb 8. Gutter
846.04 Drop Inlet Installation fn Shoulder Berm Gutter
848.02 Driveway Turnout - Radius Type
862.01 Guardrail Placement
862.02 Guardrail Installation
862.03 Structure Anchor Units
876.02 Guide for Rip Rap at Pipe Outlets
GENERAL NOTES
2018 SPECIFICATIONS
EFFECTIVE: 01-16-2018
REVISED:
GRADING AND SURFACING OR RESURFACING AND WIDENING:
CLEARING:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
ARE SHOWN. THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A
PROPER TIE-IN.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
METHOD II.
SUPERELEVATION:
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH
STD. N0. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
SECTIONS.
SHOULDER CONSTRUCTION:
ASPHALT, EARTH. AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. N0. 560.01
DRIVEWAYS:
DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 8q8.02
USING 3 FOOT RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES
WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
GUARDRAIL:
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE
Greenville Utility Commision (Power)
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.
RIGHT-OF-WAY MARKERS:
0
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.

BOU11lDARIES AND PROPERTY.•
State Line ----- -----
County Line --- ----
Township Line -- --
City Line - -
Reservation Line - -
Property Line
Existing Iron Pin �
Property Corner �
Property Monument 0
Parcel/Sequence Number �23
Existing Fence Line -X X X-
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary - - - -w�B- - - -
Proposed Wetland Boundary w�B
Existing Endangered Animal Boundary EAB
Existing Endangered Plant Boundary EPB
Existing Historic Property Boundary HPB
Known Contamination Area: Soil ;�'� -; '�'��'
Potential Contamination Area: Soil �� �?�
Known Contamination Area: Water - �-'�� � ��,
Potential Contamination Area: Water �?�=; ���'?`;
Contaminated Site: Known or Potential �' �
BUILDINGS A111D OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap O
Sign �
Well °
w
Small Mine �
Foundation 0
Area Outline
Cemetery fi
Building
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water --- ---
Hydro, Pool or Reservoir �_ ___ J
Jurisdictional Stream �S —
Buffer Zone 1 Bz i
Buffer Zone 2 Bz z
Flow Arrow �--- ---
Disappearing Stream --- ---
Spring O�-����_---�
Wetland �
Proposed Lateral, Tail, Head Ditch
� FLOW
False Sump �
� J� � �l=�T� � �� .����� 1, �^���� �'�� � � )����.� ���� �� �� �����; ? �� ���� ������'�����_���T�y�
Note: Not to Scale *S. U.E. = Subsurface Utility Engineering
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 R1W Marker
Proposed Control of Access Line with
Concrete C/A 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 TRANSPORTAT/ON
O
MILEPOST 35
0
SW/TCH
����
Proposed Permanent Easement with
Iron Pin and Cap Marker
R0�4DS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
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.
W
.
W
" W—
in� �
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�A,
c
E
E
TDE
PDE
DUE
PUE
TUE
AUE
�
Orchard
Vi neya rd
EXISTING STRUCTURES:
MAJ O R:
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
U/G Power Line LOS B(S.U.E.*)
U/G Power Line LOS C(S.U.E.*)
U/G Power Line LOS D(S.U.E.*)
— TELEPHONE:
Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp cR
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail n n �
Proposed Cable Guiderail n n n n
Equality Symbol �
Pavement Removal
I�EGETATION.•
Single Tree
Single Shrub
�
�
Hedge
Woods Li ne � � � �
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
U/G Telephone Cable LOS B(S.U.E.*) -
U/G Telephone Cable LOS C(S.U.E.*) -
U/G Telephone Cable LOS D(S.U.E.*) -
U/G Telephone Conduit LOS B(S.U.E.*)
U/G Telephone Conduit LOS C(S.U.E.*)
U/G Telephone Conduit LOS D(S.U.E.*)
U/G Fiber Optics Cable LOS B(S.U.E.*)
U/G Fiber Optics Cable LOS C(S.U.E.*)
U/G Fiber Optics Cable LOS D(S.U.E.*)
� � � �
Vineyard
CONC
J ��N� WW �
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U/G Water Line LOS B(S.U.E*)
U/G Water Line LOS C(S.U.E*)
U/G Water Line LOS D(S.U.E*)
Above Ground Water Line
TV:
�oN� HW TV Pedestal
TV Towe r
�--------� U/G TV Cable Hand Hole
��B U/G TV Cable LOS B(S.U.E.*)
U/G TV Cable LOS C(S.U.E.*)
0 U/G TV Cable LOS D(S.U.E.*)
U/G Fiber Optic Cable LOS B(S.U.E.*)
s
U/G Fiber Optic Cable LOS C(S.U.E.*)
U/G Fiber Optic Cable LOS D(S.U.E.*�
- - - - T - - - -
- - T - -
T
- - - -TC- - - -
- -T�- -
T�
- - - -T FO- - - �
- -T FO- -
T FO
GAS :
Gas Valve
Gas Meter
U/G Gas Line LOS B(S.U.E.*)
U/G Gas Line LOS C(S.U.E.*)
U/G Gas Line LOS D(S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B(S.U.E.*)
SS Forced Main Line LOS C(S.U.E.*)
SS Forced Main Line LOS D(S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B(S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
A�G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A(S.U.E.*)
Abandoned According to Utility Records -
End of Information
-w- -
W
A/G Water
- -TV- - -
TV
- - - -TV FO- - -
- -TV FO-
TV FO
-�-
A/G Gos
OO
O
55
A/G Sanitary Sewer
- - - -FSS- - - -
- - FSS - -
FSS
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❑s
- 7UTL -
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UST
0
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AATU R
E.O.I.

� y D SR l55
BES RDl
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2
CONTROL DATA
F'O I I��JT I�E���C, f'��IC?��TH EH'��T E�E�aT T ON ���THT L�=�f�J OFF':�F_T
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
F;� ; 7 1 1����r� = 1. � 1� ,�5:j�5`�-� 1 � 4�)�;� 24 � 44 1 7+ 1 i�� o'�i(� 1�� � 5� RT
�
NCDOT BASELINE STATION "BL-3"
LOCALIZED PROJECT COORDINATES
N = 711, 655.1218
E= 2, 532, 591. 4986
1�lOTE: DRA WI1�lG 1��T T� SCALE
NOTES:
;'DOT GPS STATION "730124-1 "
4LIZED PROJECT COORDINATES ,
N = 712, 745. 6060 \ � �,
E= 2, 531, 765. 6135 �
1
�552�
� � SR �
l�
T "730124-2"
;OORDINATES
790
3286
THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
HTTP:/�WWW.NCDOT. GOU/DOH/PRECONSTR UCT/HIGHWAY/LOCATION/PROJECT/
THE FILES TO BE FOUND ARE AS FOLLOWS:
TIP 730124_LS_CONTROL.TXT
SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER
INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
� INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.

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Point# Chain Station Northin Y Eastin X
g g
1 L 14+50.000 711393.0951 2532612.4527
2 L 15+00.000 711442.8154 2532607.1718
3 L 15+50.000 711492.5358 2532601.8908
4 L 16+00.000 711542.2517 2532596.5700
5 L 16+50.000 711591.7140 2532589.3083
6 L 17+00.000 711640.6493 2532579.0819
7 L 17+50.000 711688.8802 2532565.9280
8 L 18+00.000 711736.2316 2532549.8942
9 L 18+50.000 711782.5319 2532531.0387
10 L 19+00.000 711827.6130 2532509.4299
11 L 19+50.000 711871.3113 2532485.1462
12 L 20+00.000 711913.4685 2532458.2758

r
DETAIL A
SPECIAL CUT BASE DITCH
( Not to Scale)
Natural
Ground \.�
.
Mi n. D= 1 Ft.
B = 2 Ft.
Front
Ditch
Slope
F ROM -L- STA. 18 + 5 0 TO STA. 19 + 5 0 LT
Natural
Ground
DETAIL B
SPECIAL CUT DITCH
( Not to Scale)
3•�
\ D
,� o'�
.
`�,��e
F
Min. D = 1 Ft.
Front
Ditch
Slope
F ROM -L- STA. 18 + 5 0 TO STA. 19 + 70 RT

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I1� CUBIC YARDS
LENGTH WARRANT POINT ��N�� TOTAL FLARE LENGTH W ANCHORS REMOVE
ALN. BEG. STA. END STA. LOCATION DIST. SHOUL EXISTIN REMARKS
SHOP DOUBLE APPR. TRAIL. FROM W�DTH APPRO TRAILI APPR. TRAIL. GREU G GR
STRAIGHT CURVED FACED END END E.O.L. ACH NG END END TYPE-III 350 TL-3 AT-1
EN D EN D
-L- 15+22.56 16+03.59 LT 81.25 4.2 7.2 50 1 1 1
-L- 15+24.47 16+05.98 RT 81.25 4.6 7.6 50 1 1 1
-L- 17+08.52 17+89.42 LT 81.25 4.2 7.2 50 1 1 1
-L- 17+08.52 17+87.53 RT 81.25 4.5 7.5 50 1 1 1
SUBTOTAL: 325.00 0.00 4 4 0
ANCHOR UNIT DEDUCTIONS:
Type-III @ 18.75' Each -75.00
TL-3 @ 50' Each -200.00
AT 1@ 6.25' Each 0.00
LESS GUARDRAIL DEDUCTIONS: 50.00 0.00
PROJECT TOTAL: 50.00 0.00
SAY: 62.5 0.0 4 4 0
LENGTH OR SQUARE
LINE STATION STATION LOCATION AREA WIDTH YARDS
-�- 15+55 EXIST BRIDGE C� 1,331.51 147.95
-�- EXIST BRIDGE 17+60 C� 1,339.76 148.86
TOTAL 296.81
SAY 305

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LIST OF PIPES, E1�DWALLS, ETC. (FOR PIPES 48 I11tCHES � U11lDER)
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ENDWALLS w a w m o ABBREVIATIONS
w a� o m o � Z
STATiON o z o o � �a� �=X � o
a R.C. PI PE R.C. PI PE z� c� a'
z o � � � C.S.P. PIPEAS NOTED a o� � �n M FRAME, W W o � o
� a > j � CLASS III CLASS IV ��� J r= GRATES �� N N � C.B. CATCH BASIN
� > w w STD.838.01 � o� a�+ � W o 0 00
v � � w w v OR '� � o z a A N D H O O D � � N � o N.D.I. N A R R O W D R O P
o � a � � a STD.838.11 �
v w � � w ~ a STANDARD o o `"• o� ti INLET
� �' � Z Z � (UNLESS � 840.03 U N � �� � o D.I. DROP INLET
� - - NOTED N N N� � � a � N o o G.D.I. GRATED DROP INLET
Z OTHERWISE) LIN. o cn v
" � v v v� �' �� � �' � o G.D.I.(N.S.) (NARROW SLO�
0
� FT. � � O° � � � � � o a � } `" J.B. JUNCTION BOX
o • o 0 0 0¢ a�� o Z � r
SIZE v 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" 18" 15" 15" 24" 24" 36" 48" 48" 18" 30" 30" CU. YARDS � �� � °r° r' � � � p c., ,�M., � � cn c� c.i M.H. MANHOLE
o ? A B � u' � Q Q Q� � �= O° �� o o O U m a 0° � T.B.D.I. DROPBNLETING
� _ = W � U H � W U Z
� W o o c� � � �� � �� p� r� o o � w a m W a � � T.B.J.B. TRAFFIC BEARING
THICKNESS ~ o o � TYPE OF Z � z" " ' � � � a�? o�"' Z m¢�� a Y � J JUNCTION BOX
� o o m o a Q [O P w w � � o � � a � z a w a v � Q
OR GAUGE O O � � � � ti ti o o °' a � a o�o GRATE w � � w w w w� � ^ � O° �� W O � W � � �
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in v� ¢ � � � � � � � � a �ri � ci E F G o c� o o t� t� t� t� t� c� t� ����� r> ¢ c� m c� t� c� c� a REMARKS
SHEET 4
-L- 15+83 LT 401 23.7 1 1 1
-L- 15+83 LT 401 402 20.1 20.0 12 1 5
-L- 19+90 RT 403 44 42

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��'���`�_l_� ��'�' �\o,��__� `��'� ��_,������,���, ���,
PARCEL NO. PROPERTY OWNERS NAM E
1 CAF PROPERTIES LLC
2 PATRICK J. & SONIA M. FISCUS
3 DAVID S. & AINSLEY R. RUSEVLYAN
4 MARJORIE RAPPOLD BARNHILL
5 JAMES COY BAILEY

�II ElV D Al l RDACH SLAB PROJECT REFERENCE NO. SHEET NO.
� ��� � `� l7BPo2oRo79 4
- � �_�__ S� ��_ � !,, � � ��� -� S�Ao I � �I SoI � RrW SHEET NO.
� � �' / -� ��D ROADWAY DESIGN HYDRAULICS
; �D _ � , �r' �O �pC_ ElV D BRIDGE TYPE-III ENGINEER ENGINEER
J� � � ,�_ o� � � III -L- STAo 17f07o22
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