20180162 Ver 1_320067 ROW PLANS 11.28.17_20180201

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See Sheet �-A For I ndex of Sheets
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LOCATI01�: BRIDGE 1��. 67 � T�ER 4TTER CREEI�
01� SR 1109 (S4UTH FOUI�TAI1� RD.)
TYPE 4F WORI�: GRADI11lG, DRAI1�lAGE, PA T�I1�G � STR UCTURE
. 14 +
BEGI11t 1�CDOT
PROJECT 17BP.4.R.78
-L- POT STA.13 + OS.00
E
TD SR 1106 (OTTER
CREEK CHURCH RD.)
-L-
SR I109 (S. FOU11tTAI11l RD.)
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
OTTER CREEK
�
�
OTTER CREEK
-L- STA.16 + 43.50
E111D 11lCD�T
-L- POC STA.17 + 96.00
TO SR 1112 (WEBBS CHAPEL RD.)
Nqo
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��CD N�"Il' l��lE F�➢V8 �C�N5ITFA�7�'I�'d�(�N
BRIDGE #32006 7
Rou� ���s
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared fore HYDRAULICS E11tGI11tEER
GRAPHIC SCAL�S DESIG11l DATA PROJECT LEI�GTH DII�ISI01� OF HIGHWA YS
ADT 2 Ol 7= 1000 DI T�ISI01� FO UR
3� 15 0 3� 6� 509 Ward Boulevard, Wilson NC, 27895 0� �0��lG�
� �a
LENGTH ROADWAY PROJECT 17BP.4.R.78 = 0.064 MILES 2018 STANDARD SPECIFICATIONS �`�� ��°Qo
PLANS LENGTH STRUCTURE PROJECT 17BP.4.R.78 = 0.029 MILES . EDWARD G WETHERILL PE P.E. � a
RIGHT 4F WAY DATE. � � SIGNATURE: �a �
30 15 0 30 60 T= 6 %* TOTAL LENGTH PROJECT 176P.4.R.78 = 0.093 MILES PROJECT ENGINEER ROADWAY DESIG11t Q o
V = 55 MPH E1�GI11tEER
LE IZ * — a — o I11t D E• ��� Q��
PROFI (HOR ONTAL) (TTST — 3/o + DUAL — 3/o) LETT G AT . GREG S. PURVIS, PE � o0
6 3 O 6 12 FUNC CLASS = COREY MCLAMB PE MARCH 21, 2018 PROJECT DESIGN ENGINEER 0� 4f�p��Q
11tCDOT C011ITACT: ,
RURAL MINOR COLLECTOR DIVISION 4 BRIDGE PROGRAM MANAGER
PROFILE (VERTICAL) SUBREGIONAL TIER P.E.
SIGNATURE:
�

BOU11lDARIES AND PROPERTY.•
State Line ----- -----
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin �
Computed Property Corner �
Property Monument �
Parcel/Sequence Number �23
Existing Fence Line -X X X-
Proposed Woven Wire Fence e
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 ��' � s ��'� -
Potential Contamination Area: Soil -�'�� s `� -
Known Contamination Area: Water - ��� — `" — �'� � -
Potential Contamination Area: Water -�`�?� W =�?�; -
Contaminated Site: Known or Potential �' �
BUILDINGS AND 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 � �
Jurisdictional Stream �S —
Buffer Zone 1 Bz �
Buffer Zone 2 Bz 2
F I ow Arrow � --- ---
Disappearing Stream --- ---
Spring o���-��_---�
Wetland �
Proposed Lateral, Tail, Head Ditch �—��
� FLOW
False Sump �
�����.,� �` � �_ `�� ��_<''� ����� � ; ���c�_� ���� ���__ �`T `�� .� ����������� ����''� ��������� _�r, �\ \i1v�
� � �-�
RAILROADS:
Standard Gauge -
RR Signal Milepost
Switch
RR Abandoned —
RR Dismantled —
Note: 1�ot to Scale *S. U.E. _
CSX TRANSPORTATION
O
MILEPOST 35
0
SWITCN
�— �— �— �—
RIGHT OF WAY � PROJECT CONTROL:
Secondary Horiz and Vert Control Point ♦
Primary Horiz Control Point ( J
Primary Horiz and Vert Control Point �
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap O
Vertical Benchmark �
Existing Right of Way Marker 0
Existing Right of Way Line -
New Right of Way Line R
New Right of Way Line with Pin and Cap
New Right of Way Line with
Concrete or Granite R1W Marker
New Control of Access Line with
Concrete CJA Marker
Existing Control of Access
New Control of Access
Existing Easement Line
New Temporary Construction Easement -
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
ROADS AND RE�4TED FEATURES:
Existing Edge of Pavement —
Existing Curb —
Proposed Slope Stakes Cut -
Proposed Slope Stakes Fill -
Proposed Curb Ramp
Existing Metal Guardrail —
Proposed Guardrail =
Existing Cable Guiderail —
Proposed Cable Guiderail —
Equality Symbol
Pavement Removal
T�EGETATION.•
Single Tree
Single Shrub
�
W
i� 0
� W
in� �
.�. �—
�c�
�A,
c
E
E
TDE
PDE
DUE
PUE
TUE
AUE
c
F
CR
�
����������i
�
�
Subsurface Utility Engineering
Hedge
Woods Line
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:
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 �
CONC HW
�--------�
� CB
O
-5
�
�
O
❑T
�
HH
- - - - T - - - -
- - T - -
T
T� -
- -TC- -
T�
- - - -T FO- - -
- -T FO- -
T FO
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:
TV Pedestal
TV Towe r
U/G TV Cable Hand Hole
U/G TV Cable LOS 6(S.U.E.*)
U/G TV Cable LOS C(S.U.E.*)
U/G TV Cable LOS D(S.U.E.*)
U/G Fiber Optic Cable LOS B(S.U.E.*)
U/G Fiber Optic Cable LOS C(S.U.E.*)
U/G Fiber Optic Cable LOS D(S.U.E.*)
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
0
�
— —c— —
�-
A/G Gas
OO
O
ss
A/G Sanitary Sewer
- - - -FSS- - - -
- - FSS - -
FSS
•
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0
❑s
- ?UTL
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UST
0
�
�
AATU R
E.O.I.

PAVEMENT SCHEDULE
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
C1 AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
C2 AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 11/2" IN DEPTH.
E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.OB,
E2 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 51/2" IN DEPTH.
R1 SHOULDER BERM GUTTER
T EARTH MATERIAL.
U EXISTING PAVEMENT.
V MILLING BITUMINOUS PAVEMENT. (SEE MILLING DETAIL)
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL)
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
�_
ORIGINAL
GROUND �
�-��
VARIABLE SEE X-SECT. 3•�
--�--,_
ORIGINAL
GROUND
_--- �
� --
3'-0" TO 4'-11 "
FDPS u,�
� w
C� �w �
��
0.08 0.025 � O
U
GRADE TO
THIS LINE
VAR.
E1
� LINE -L-
�
* - SEE SHOULDER
DETAIL FOR GUARDRAIL
LOCATIONS
ORIGINAL GROUND �.�
� _ - _, �.
VARIABLE 3.� T
SEE X-SECT.
= ��-- GRADE TO_
ORIGINAL GROUND THIS LINE
* - SEE SHOULDER
DETAIL FOR GUARDRAIL
LOCATIONS
ORIGINAL GROUND 4.�
VARIABLE 3.� T
SEE X-SECT.
- -_ ---�- GRAD E TO _
ORIGINAL GROUND THIS LINE
SHOULDER DETAIL
USE SHOULDER DETAIL IN
CONJUNCTION WITH TYPICAL SECTIONS NO. lA, 1 B& 2:
-L- STA. 14 + 13.50 TO -L- STA. 14 + 88.50 RT.
-L- STA. 13 + 57.25 TO -L- STA. 14 + 88.50 LT.
-L- STA. 16 + 43.50 TO -L- STA. 17 + 18.50 RT.
-L- STA. 16 + 43.50 TO -L- STA. 17 + 49.50 LT.
7 r►
------- - ---------�.
U VAR . 0 - 3►►
V: MI LLI N G D ETAI L
USE MILLING DETAIL AS FOLLOWS:
-L- STA. 13 + 05.00 TO -L- STA. 14 + 11.00
-L- STA. 17 + 41.00 TO -L- STA. 17 + 96.00
1►_1►►
** - SEE
STRUCTURE PLANS
3'-0"
� LINE -L-
11'-0" _ � _ 11'-0"
10'
10'
3'-0"
POINT C1
Cl EX. C� EX.
0.08 , . 0.08
- - �
i- - - - - - - - - - - - ��
� U �
E1 � ►► 7 ►► El
TYPICAL SECTION NO. lA
USE TYPICAL SECTION NO. lA AS FOLLOWS:
-L- STA. 13 + 05.00 TO -L- STA. 13 + 36.00
�LINE-L-
3'-0" _ 11'-0" _ � _ 11'-0" _ _3'-0"
( C1
1 1:
�0�
0.025
w
���
POINT C1
0.025 �
.
1 I;
� %' ----- ------- � ��`
E1 U ►► E1
7►` 7
TYPICAL SECTION NO. 1B
USE TYPICAL SECTION NO. 1 B AS FOLLOWS:
-L- STA. 13 + 36.00 TO -L- STA. 14 + 63.00
-L- STA. 16 + 69.00 TO -L- STA. 17 + 96.00
33'
� -L-
�
30' -10►`
8'-0„
4:�
�
_GRADE TO
THIS LINE
8'-0„
4:�
J
_ GRADE TO
THIS LINE
4►_5►► 1 1► 1 1' 4►_5►►
GRADE
POINT
CZ
�, ** ** .�
1►_1►►
� � 0 . 025 0 . 025 � �
O O O O O O O O O O O O O O O O O O O O O O
21" CORED SLAB BRIDGE (11 CORED SLAB UNITS)
TYPICAL SECTION NO. 3
USE TYPICAL SECTION NO. 3 AS FOLLOWS:
-L- STA. 14+88.50 (BEGIN BRIDGE) TO -L- STA. 16+43.50 (END BRIDGE)
� LINE -L-
,„ „, �„ i „, �„ „ �„ Q, ,,,,
3 -0
* - SEE SHOULDER
DETAIL FOR GUARDRAIL
LOCATIONS
�
ORIGINAL �
G RO_�"
VARIABLE J 3•�
SEE X-SECT. �
ORIGINAL
GROUND
I�
C1
0.025
.
�
I�
0.025 ,
.����_x,
� �;
Y �
E1 7►► GRADE TO THIS LINE
TYPICAL SECTION NO. 2
USE TYPICAL SECTION NO. 2 AS FOLLOWS:
-L- STA. 14 + 63.00 TO -L- STA. 14 + 88.50 (BEGIN BRIDGE)
-L- STA. 16 + 43.50 (END BRIDGE) TO -L- STA. 16 + 69.00
4:�
3'�
3�
ORIGINAL
GROUND
ORIGINAL
GROUND
�. LINE -L-
,.,�
POINT C1
0.025.
BRIDGE #320067
b'-11"
1'-7„ Z'-4" 3,_�„
FDPS
\` 7„ E1 R� 6„ , _
� �
GRADE TO
THIS LINE
SHOULDER BERM
GUTTER DETAIL
USE SHOULDER DETAIL IN
CONJUNCTION WITH TYPICAL
SECTIONS NO. 1 & 2:
-L- STA. 14 + 16.00 TO -L- STA. 14 + 77.50 LT.
-L- STA. 14 + 64.00 TO -L- STA. 14 + 77.50 RT.
-L- STA. 16 + 54.50 TO -L- STA. 16 + 68.00 RT.
-L- STA. 16 + 54.50 TO -L- STA. 16 + 90.00 LT.
ORIGINAL
GROUND
4�1 ORIGINAL GROUND
3.� _-�--�- � �
VARIABLE SEE X-SECT.
ORIGINAL GROUND
DETAIL B
EXCAVATION DETAIL
� NATURAL GROUND OR
�EXISTING ROAD BED
�� � -
C� EEK 'vY",. ��-, 7.
� . �y ,F �s
�' `X%,'' � 1.5:t
��
1 �
� � g-t= ��-� CLASS II RIP RAP
� �
� CJ 3.5' DEEP (MINIMUM)
COIR FIBER MATTING -'
ON ALL EXPOSED
EXCAVATED AREAS /
EXCAVATE TO
ELEV. = 72.0
COIR FIBER MATTING = 120 CY NOT TO SCALE
FROM -L- STA. 16 + 19 TO STA. 16 + 37 LT. & RT. I
DETAIL C
SPECIAL CUT BASE DITCH
( Not to Scale)
Natural O� � � Front
Ground � 3• `3,�� Ditch
����% F�d'� Slope
� Min. D = 1 Ft.
B = 2 Ft.
FROM -L- STA. 17 + 53 TO STA. 17 + 96 LT.

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SHOULDER BERM
GUTTER STATION
14+15 TO 14+77.5 LT.
14+28 TO 14+77.5 RT.
16+54.5 TO 16+92 RT.
16+54.5 TO 16+92 LT.
1
PROPERTY LINE IS THE
1 TONS CLASS���;�R�-, �F��T� R����� oF CREEE�
RI P RAP W/ � -
_ 5 SY GEOTEXTILE �'�.�
- EXTEND MCF CONCRETE
�`�� DITCHLINE TO TOE OF �;� �.,�
B E G I N N�� D O T P R O P O S E D F I L L S L O P E �:-, ``�, -��
PROJ ECT 17BP.4. R. 78 25' _ -�_:_ :� ��hm '�,
—L— POT TAPER �,
0 22' TYP. ' �-, ��'�
STA. 13 � 05.00 M �� �� `�,
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5 SY GEOTEXTILE
�°�N ' / -
EXTEND MC�' CONCRETE
+45.00 ; DITCHLINE T0 � TOE OF
� `�, Ex.�w, `���������PROPOSED Ff�L SLOPE
`'. 45' LT + 40.00 ' ,
�� Ex. ww, � ���
r , .-
'; 3 5' LT
BRIDGE 320067
ROW PLANS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
��DINE Ho SMITH LIFE ESTA-If� ET AL
C�B 1602 PG 21q
�IB_ 16 PG 76
2 I�ACT 3
PROJECT REFERENCE NO.
17BP.4.R.78
ILW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
4
HYDRAULICS
ENGINEER
l�]Eg]E][��1�[�I�A]E�� l�l[�A1\T�
s a
IDl� N(fl7[' dJ�E d�R ��N��`IB���C'JCg��N
� 1223 Jones Franklin Rd.
� � p R a l e i g h, N. C. 2 7 6 0 6
OTTER CREEK ETHERILL License No. F-0377
SPECIAL CUT
� _ _
I �� � �� ,,;
' �'���,I � � ;, �,�
� �XIS ING /W
�EXfiEND MCF CONCRET �
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/ -- -- - -- � DITCHLII�l� TO TOE OF � ,_, �"
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-�� 1 D B 10 5 6 P G 2 7 0 � � 5 SY G�C�TEXTI LE + b�.00 '`�
m ��
P C I S L I I O A EX. R1W,40' RT ��� �
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C LASS I I RI P RAP
TO SHOULDER POINT
14
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MINIMUM KEY-1N �
O F RI P RAP = 3.5'
15
\ + 00.00
EX. R�W,40' RT
� , ENGINEERING
�'� � �-'=' � Bus: 919 851 8077
\ � � ` -;' BAS E D ITC H Fax: [phone]
' � '� SEE DETAIL C END NCDOT
-I- Z 3.00 � TRANSPORTATION PLANNING/DESIGN - BRIOGE/STRUCTURE DESlGN
' CNIL/SITE DESIGN - �lS/GPS - CONSTRUCTION OBSERVATION
� � � _�- � `�- �r_�.,� - PROJ ECT 17BP.4. R.78 <� �,,
45' LT '' ' I_, �5' TAPER
� � ��,r � ,
� _ � ___�-;s--�� _ -� —L— POC STA. 17 � 96.00 ` _
� �� - -- � ,� �
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EX.R/W,45' RT
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