20210557 Ver 1_Plans with project pictures_20210430

F R i RATS MIA7.IOAIMR N1 NO. NNW TOTAL 1
Ile MIND
.ae� t, p I STAT �, OF NORTH CAROLINA N.C. 44856.3.37 1
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DIVISION
OF HIGHWAYS
44856.1.37 HSIP-0218(Olb) P.E.
�/ (� �/V/
1104 escaleH�gnwayzla 44856.2.37 HSIP-0218(016) R/W
�1606 44856.3.37 HSIP-0218(016) CONST.
PROJECT I �� ��
m
71114g
= �� ° Fs E !H.hwa UNION COUNTY
218 ._ .,
9h a o,,,,,, ® y'eMI. 40Fa
- 01 '"' , LOCATION: INTERSECTION OF NC 218 AND
I = o SIKES MILL RI) (SR-1606)
p°ntr<on9 Rd Clonp Long Rd p
TYPE OF WORK: GRADING,PAVING,MILLING,DRAINAGE,PAVEMENT REMOVAL,
a 9 P a �D MONOLITHIC CONCRETE ISLANDS AND THERMOPLASTIC PAVEMENT MARKINGS
NP > N
'
• • n Ad N a % ..,„R. V1
o,�°vme a 18+68.52 \ ( IA
6....._211111
END CONSTRUCTION
VICINITY MAP NOT TO SCALE
r.
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in
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18+18.52
ik
//+76.53
END CONSTRUCTION
1_NC Z18
--
MJ BEGIN CONSTRUCTION ,� O �- -
'M• NC 218
J
•
2 I
Mil 0
d` CLEARING ON THIS PROJECT SHALL BE
TO THE LIMITS ESTABLISHED BY � l
I / f 12+31.48
METHOD HI AS DESCRIBED IN THE �/ - BEGIN CONSTRUCTION
NCDOT STANDARD DRAWINGS / I
• , / /
cip) >
1 -N , Prepared in the Office of: , ROADWAY DESIGN
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH DIVISION OF HIGHWAYS ENGINEER
E9 DIVISION TEN
0 SD 100 DIVISION DESIGN /CONSTRUCT UNIT _ ° s I 0 6 • .
` IIII� � ADT 5` �� tHceo%
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ADT
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DHV = % e _'N: SEAL :Z_
0 5111.11 — .0 1 0 RIGHT OF WAY DATE: DONALD HARWARD - c 1,:, 034357 .Q
D = % LENGTH OF ROADWAY PROJECT 0.24 MILES PROJECT ENGINEER 2'`F'VG NOW
�6
esr114 PROFILE (HORIZONTAL) T = % TOTAL LENGTH OF STATE PROJECT = 0.24 MILES I nAE: .....E
j 0 5 1.0 V MPH LETTING DATE: JASON BROOKS ,�,�.',; 5t
iI 1 I I PROJECT DESIGN ENGINEER
PROFILE (VERTICAL)
J SIGNATURE 220p
S:.DDC.RDY.Unn '.W-ST10AI_NC 218_Sikes MI
jcbrodcs AT DIV10-318330L

PROJECT NO. SHEET NO.
44856.3.37 2
F.A.PROJECT NO. HSIP-0218(016)
I-
Z Cr) ROADWAY DESIGN
ENGINEER
0- U .`tH.CA p7,
W lry P.... ESS/Oti.;'•v
Ly'•
Z Dec
.11
13.8'TO 21.5' �� 13.7' TO 16' a E� SEAL `'Z
:m; 034357 .O?
VARIES VARIES 1.1-'n,�1NEEv;:
','o.��:;iAEL. ,,,,
VARIES
4 •
a m GRADE ® �O 4
uuuu.
POINT
y_ '2 r
"/F T ii�i. �avwoivoie�oo ®� ��o� o ®�®® .::. �. / /F
4:1 4:1 ..v�?fl. '•'.•::;:..:. �1 ?. - - 4:1
CD i® ® Dl
GRADE TO GRADE TO
THIS LINE TYPICAL SECTION NO. 3 THIS LINE PAVEMENT SCHEDULE
STA. 12+75.00 TO 13+41.53 -L- PROP. APPROX. 11/z" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
STA. 13+32.74 TO 13+96.48 -Y- C1 RATE OF 168 LBS. PER SO. YD.
STA. 17+03.52 TO 17+80.98 -Y- C2 PROP. APPROX. 3" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
1 RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS.
z cc)
o D1 PROP. APPROX. 4" ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGE
D- RATE OF 456 LBS. PER SO. YD.
Lu
z oo 0PROP. VARIABLE DEPTH ASPHALT CONC. INTERMEDIATE COURSE.
= 9.5' TO 16' 9' TO 21a-a .5'
sa
VARIES VARIES PROP. APPROX. 5" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE
VARIES 4' 0'-4.5' 0'-9.6' 4' E1
VAR. VAR.
a RATE OF 570 LBS. PER SO. YD.
T C1
• m 0 R1 PROP. 1'-6" CONC. CURB & GUTTER, CLASS AA CONCRETE
1� ,/FT
41 4.1 - EXISTING - PAVEMENT 3:1
AS 1A532614 OEFE.''.:•.k - V4R1�S " r k CD SEE- Se R2 PROP. 2'-6" CONC. CURB & GUTTER, CLASS AA CONCRETE
® • CrzoNS R3 PROP. 7" TRUCK MOUNTABLE CONC. ISLAND, CLASS AA CONCRETE
TYPICAL SECTION NO. 2 GRADE TO
THIS LINE R4 PROP. 5" MONOLITHIC CONC. ISLAND (SURFACE MOUNTED)
STA. 12+01.53 TO 12+75.00 -L-
STA. 17+75.00 TO 17+93.52 -L- 8 PROP. 1'-6" CONC. CURB & GUTTER W/ BLACK TINT, CLASS AA CONCRETE
STA. /2+56.48 TO /3+32.74 -Y-
STA. 17+80,98 TO 18+43.52 -Y- 0 PROP. 7" TRUCK MOUNTABLE CONC. ISLAND W/ BLACK TINT, CLASS AA CONCRETE
V1 MILLING ASPHALT PAVEMENT, 1.5" IN DEPTH
1' TO 4' VARIES 1' TO 4'
a-.II 1...-.111 TT EARTH MATERIAL
VARIES VARIES
C1
1z"/FT 1/2'/FT
EXISTING PAVEMENT -
TYPICAL SECTION NO. 1
STA. 11+76.53 TO 12+01.53 -L-
ROUNDABOUT AT THE INTERSECTION OF
STA. 17+93.52 TO /8+18.52 -L- NC 2/8 AND SIKES MILL RD.(SR-1606)
STA. 12+31.48 TO 12+56.48 -Y-
SCALE N/A "",,° „", REVISIONS
STA. 18+43.52 TO /8+68.52 -Y- DATE 1-2021 ".,""ref
DWG.BY JCB
DESIGN BY JCB �4oq
APPROVED JOH Z.".

PROJECT NO. SHEET NO.
I-
Z On 44856.3.37 2A
(5 I- F.A.PROJECT NO. HSIP-0218C016)
CL U
ROADWAY DESIGN
LLJ ENGINEER
C7 OO o....74R,
' LL
= 1' 4' _ 1.5' 17.2' TO 19.4' 6' TO 10.3' 21' TO 30' 1.5' 4' 1' '`�oSEAL'
`� ~ ` VARIES .� VARIES �� VARIES .- J �i :ml, 034357 ;Z'
VARIES .�: o:
t >• Z'•.;`�l•G EEC '
CD/ 5'-7.5' R4 h.,9'-17.6' 0 'i-,efik4 E
•uuw.,o
2 VAR. ® VAR. 2 %4"/FT. 1
�2'/FT 1/4"/FT. I,/FT
4.1 A:1 MIMESIS!!
4;1
v ..s .l�ti-.�itom:tiiiAi EXISTING -_ AVEMENT `x-'.A .-fTil,.t,,.:4:.
0 0.5'-41 1-w- CDCD ° -•1 `--0.5' 0
GRADE TO GRADE TO
THIS LINE TYPICAL SECTION NO. 6 THIS LINE
STA. 15+80.00 TO 16+08.59 -L- PAVEMENT SCHEDULE
~ C1 PROP. APPROX. 11/2" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
o Ln
j RATE OF 168 LBS. PER SO. YD.
C2
PROP. APPROX. 3" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
zo RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS.
,-, LL
1' 4' 1.5' 17.2' TO 36.7' 6' TO 15.5' 19.2' TO 36.7' 1.5' 4' 1'
D1 PROP. APPROX. 4" ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGE
VARIES
.11
" VARIES 1.-.1 VARIES '� VARIES
7 = '� �` ' RATE OF 456 LBS. PER SO. YD.
7 ® 0 PROP. VARIABLE DEPTH ASPHALT CONC. INTERMEDIATE COURSE.
•
V2'/FT 'Am/FT. 2 0 C 0 1/4'/FT. '2'/FT
4.1 aJ 4; E1 PROP. APPROX. 5" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE
®�®. ®.�®�®�®. - 1 RATE OF 570 LBS. PER SO. YD.
.. .;yy•.<..:;:?':'v������W;'�..:-.«.,Y.1-br.L..... m7Fi�%4R?'I[J,�i1:._�ir Ur«..»::.�ti .
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R1 PROP. 1'-6" CONC. CURB & GUTTER, CLASS AA CONCRETE
o 0.5'- -.- ® ® -.I Imo-0.5' 0 -
GRADE TO GRADE TO R2 PROP. 2'-6" CONC. CURB & GUTTER, CLASS AA CONCRETE
THIS LINE TYPICAL SECTION NO. 5 THIS LINE
STA. 13+91.39 TO 14+35.00 -L- R3 PROP. 7" TRUCK MOUNTABLE CONC. ISLAND, CLASS AA CONCRETE
STA. /5+65.00 TO /5+80.00 -L-
8 PROP. 5" MONOLITHIC CONC. ISLAND (SURFACE MOUNTED)
STA. 14+41.4/ TO 14+85.00 -Y-
STA. 16+15.00 TO /6+58.59 -Y- 0 PROP. 1'-6" CONC. CURB & GUTTER W/ BLACK TINT, CLASS AA CONCRETE
1-
zcn
E z 8 PROP. 7" TRUCK MOUNTABLE CONC. ISLAND W/ BLACK TINT, CLASS AA CONCRETE
U
Lu
ix
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= 1' 4' 1.5' 21' TO 21.5' 6' 16' TO 19.4'
VARIES .1 >.-� 1.-.II
VARIES VARIES 4, 0EARTH MATERIAL
...
R6 7/2"/FT %4°/FT. a 0 ® ® o
4:1 At\ °
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O 0.53--1 �- ® ® CD
GRADETYPICAL SECTION NO. 4
THISISLINE ROUNDABOUT AT THE INTERSECTION OF
STA. /3+41.53 TO 13+91.39 -L- NC 2/8 AND SIKES MILL RD.(SR 1606)
STA. 13+96.48 TO 14+41.4/ -Y- SCALE N/A REVISIONS
DATE I-2021
JCB �
DWG.BY JCB
DESIGN BY JCB �4oq
APPROVED JOH .°,.

PROJECT NO. SHEET NO.
44856.3.37 2B
F.A.PROJECT NO. HSIP-0218(016)
ROADWAY DESIGN
ENGINEER
....TARp7 7.�
oiTi 76;N
U U I` SEAL-CA ti
0_ U VV, 034357 a?U CC '�i1141'C I NEE D
= LL 16' 21' TO 21.5'
VARIES
VARIES 4' 4' 9'-9.5' 4'
VAR.
O C1 •
v„/FT %2"/FT
4:1 All AS:ASARK EXISTING _ PAVEMENT ',•.... 4 4:1
m ® m 0ism PAVEMENT SCHEDULE
PROP. APPROX. 11/z" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
TYPICAL SECTION NO. THISAD LINED C1 RATE OF 168 LBS. PER SO. YD.
STA. 16+53.52 TO 16+55,00 —L— C2 PROP. APPROX. 3" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS.
CDD1 PROP. APPROX. 4" ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE
1— RATE OF 456 LBS. PER SO. YD.
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D- 0 PROP. VARIABLE DEPTH ASPHALT CONC. INTERMEDIATE COURSE.
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18' TO 19.5' 6' 14' TO 19.5' 1.5' 4' 1' 0PROP. APPROX. 5" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE
_ VARIES 11.-.1 I... s VARIES '-. '-. ' •
RATE OF 570 LBS. PER SO. YD.
VARIES 4' 6.5'-8' 73'-8.5'_ R6 R1 PROP. 1'-6" CONC. CURB & GUTTER, CLASS AA CONCRETE
® m •
O VAR. m - O
VAR. �4°/FT_�z"/FT
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a 0PROP. 7" TRUCK MOUNTABLE CONC. ISLAND, CLASS AA CONCRETE
o
® ® -H 1..._0.5' O
TYPICAL SECTION NO. 8 GRADE TO R4 PROP. 5" MONOLITHIC CONC. ISLAND (SURFACE MOUNTED)
THIS LINE
STA. 16+25.00 TO 16+53.52 —L— R5 PROP. 1'-6" CONC. CURB & GUTTER W/ BLACK TINT, CLASS AA CONCRETE
0 PROP. 7" TRUCK MOUNTABLE CONC. ISLAND W/ BLACK TINT, CLASS AA CONCRETE
V1 MILLING ASPHALT PAVEMENT, 1.5' IN DEPTH
1—
z (n
0 13
OT EARTH MATERIAL
Lu
cp
z o 18' TO 19.5' 6' 14' TO 19.5' 1.5' 4' 1'
= VARIES VARIES
VARIES 4' 6.5'-8' R4 R6
_ 3'-8.5'
Oa� VAR.
1 [ VAR. ® �q°/FT_ 2'/FT
— — — ..
i i �' A \�aaaa�aa�aaaaaa�aa�e�. 4.1
4;1 A;l 3:a EX ST NG _ _ _PAVEMEN :I�'1.,, i� :Z.:tti l.,
c.
01 E1 ® -�I �-0.5' 0 ROUNDABOUT AT THE INTERSECTION OF
TYPICAL SECTION N O o 7 GRADE TO NC 2/8 AND SIKES MILL RD.(SR 1606)
THIS LINE
STA. 16+08.59 TO 16+25.00 —L SCALE N/A REVISIONS
DATE I-202/ �' f
DWG.BY JCB
DESIGN BY JCB �4oq
APPROVED JOH ,°,.

PROJECT NO. SHEET NO.
44856.3.37 2C
F.A.PROJECT NO. HSIP-0218C016)
ROADWAY DESIGN
ENGINEER
`tH.CA pP7O
•` SEAL `'
VA 034357 a?
yti•.F'I'CINEE
�uunww`o
I-
Z U)
O IS
D- Z
U
°cc
Z 16' TO 19.5' 6' 21'TO 21.5' 1.5' 4' 1'A.
` VARIES 11.-.11VARIES 11.-.4 ' �r
VARIES 4' 0 Z
•
m r , m m %4°iFT. PAVEMENT SCHEDULE
1/2°/FT V�.�, d ganalan 72'/FT
� rf tt rt: `®O\\
4:1 Qe1 ,f 7::AL 4::.. `ur~ t�3.�N t} n r {= �t fi. ti"' ,; ti C1 PROP. APPROX. 11/2" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
RATE OF 168 LBS. PER SO. YD.
0 ® ® - -O5' C2 PROP. APPROX. 3" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
RATE OF 168 LBS. PER S0. YD. IN EACH OF TWO LAYERS.
GRADE TO GRADE TO
THIS LINE TYPICAL SECTION N O. 11 THIS LINE D1 PROP. APPROX. 4" ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGE
RATE OF 456 LBS. PER SO. YD.
STA. 16+58.59 TO 17+03.52 -Y-
CI PROP. VARIABLE DEPTH ASPHALT CONC. INTERMEDIATE COURSE.
E1 PROP. APPROX. 5" ASPHALT CONC. BASE COURSE, TYPE B25.00, AT AN AVERAGE
RATE OF 570 LBS. PER SO. YD.
8 PROP. 1'-6" CONC. CURB & GUTTER, CLASS AA CONCRETE
0 PROP. 2'-6" CONC. CURB & GUTTER, CLASS AA CONCRETE
0 PROP. 7" TRUCK MOUNTABLE CONC. ISLAND, CLASS AA CONCRETE
1— R4 PROP. 5" MONOLITHIC CONC. ISLAND (SURFACE MOUNTED)
z cn
o ~
D- u
u 0 PROP. 1'-6" CONC. CURB & GUTTER W/ BLACK TINT, CLASS AA CONCRETE
wI i
coo
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= 12.5'TO 16' 12' TO 21' 8 PROP. 7" TRUCK MOUNTABLE CONC. ISLAND W/ BLACK TINT, CLASS AA CONCRETE
t >..4
VARIES VARIES
VARIES 4' 0.5'-4' 0.5'-9.5' 4'
VAR. Cl • VAR. V1 MILLING ASPHALT PAVEMENT, 1.5' IN DEPTH
7 m o 1
1/„/F T ®//�.o iiiiiimiiiiiioiiz iaiiiiiiii�� �� \ ® 1/z,/F T 0EARTH MATERIAL
4;1 A..1 AIR;0,o;og,AT; EXISTING PAVEMENT ia7 — — 4.1
O1 ® a 0 ® o
TYPICAL SECTION NO. 10 GRADE TO
THIS LINE
STA. 16+55.00 TO 17+75.00 -L-
ROUNDABOUT AT THE INTERSECTION OF
NC 2/8 AND SIKES MILL RD.(SR-I606)
SCALE N/A REVISIONS
DATE I-2021JCB t* '*''''
DWG.BY JCB
DESIGN BY JCB �4oq
APPROVED JOH ..,.

PROJECT NO. SHEET NO.
44856.3.37 20
F.A.PROJECT NO. HSIP-0218C016)
ROADWAY DESIGN
ENGINEER
`tH.CA 7j77.
•` SEAL `'
VIA034357 la
:!Z:OS
,,,,unu,uoo
65'
RAD.PT
cn
65' PAVEMENT SCHEDULE
cc
o C1 PROP. APPROX. 11/2" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
/6' _ 10' _ 8.5'TO 2/' /8' o RATE OF 168 LBS. PER SO. YD.
VARIES a C2 PROP. APPROX. 3" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
Lu
RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS.
z
_ 2.5' 4.5'TO l7' l.5' D1 PROP. APPROX. 4" ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGE
/z'/FT. l.5' 4' l' 4'
—� 'VARIES.— �—�� -- RATE OF 456 LBS. PER SD. YD.
D2 PROP. VARIABLE DEPTH ASPHALT CONC. INTERMEDIATE COURSE.
- Via"/FT ® e
® %a"/FT.
la MINNIPM bow —� %z'/Fr E1 PROP. APPROX. 5" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE
iiiiiaiiiiiiiiii RATE O F 570 LBS. PER S O. Y D.
® )uua ui,,,w...,„trr tvR. h
ttGc'aav ..« .f
_.... [..._
N1 0.5 R1 PROP. 1'-6" CONC. CURB & GUTTER, CLASS AA CONCRETE
0.5' CilD
_O' T
coR2 PROP. 2'-6" CONC. CURB & GUTTER, CLASS AA CONCRETE
TYPICAL SECTION NO. 12 R3 PROP. 7" TRUCK MOUNTABLE CONC. ISLAND, CLASS AA CONCRETE
ROUNDABOUT 0 PROP. 5" MONOLITHIC CONC. ISLAND (SURFACE MOUNTED)
STA. 14+35.00 TO 15+65.00 -L-
STA. 14+85.00 TO 16+15.00 -Y- 8 PROP. l'-6" CONC. CURB & GUTTER W/ BLACK TINT, CLASS AA CONCRETE
R6 PROP. 7" TRUCK MOUNTABLE CONC. ISLAND W/ BLACK TINT, CLASS AA CONCRETE
V1 MILLING ASPHALT PAVEMENT, 1.5" IN DEPTH
OT EARTH MATERIAL
ROUNDABOUT AT THE INTERSECTION OF
NC 2/8 AND SIKES MILL RD.(SR-16O6)
SCALE N/A REVISIONS
DATE I-021
JCB
DWG.BY CB � IS'ti.
t
DESIGN BY JCB �4�.A
APPROVED JOH ....

PROJECT NO. SHEET NO.
PROPOSED EXISTING 44856.3.7 2E
ASPHALT CONCRETE PAVEMENT PAVEMENT F.A.PROJECT NO. HSIP-0218C016)
INTERMEDIATE COURSE ROADWAY DESIGN
CONCRETE • C 2 25' ENGINEER
6'(TIP)
ASPHALT SURFACE COURS VARIES :tH�CARO�o�..
4 !.
3P-35'SLOPE SHOULDER _ _ N SEAL Z-
- -ATERIAL - cm: 034357 :a:
r����� ��������������✓���� ///�������� - - - - T- Existing Pavement Z,yF'�.CINE
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. �III� � �''.;n'/AEL�;'••
• ---- -__ EXISTING PAVEMENT _ _ _ _ - .
--- - - - -
- - - 0" to 1.5„
SAFETY EDGE Incidental Milling
EXISTING GROUND
ASPHALT CONCRETE MIN, 2,25" INCIDENTAL MILLING DETAIL
SAFETY EDGE DETAIL EXISTING ROAD TIE—IN
WEDGING DETAIL PROJECT TIE—INS
PAVEMENT SCHEDULE
C1 PROP. APPROX. 11/2" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
RATE OF 168 LBS. PER SO. YD.
C2 PROP. APPROX. 3" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS.
4'-4"
1'-0" 1'-6" C&G PROP. APPROX. 4" ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGE
E E 25 VP.
D1 RATE OF 456 LBS. PER SO. YD.
1
1'-6" 4" (TYP.) CDI PROP. VARIABLE DEPTH ASPHALT CONC. INTERMEDIATE COURSE.
PAVED SHOULDER
PROP. APPROX. 5" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE
0.25 - 7" 0 RATE OF 570 LBS. PER SO. YD.
9'.. .1 �9" 5 5_p 4'TRUCK MOUNTABLE
CONCRETE APRON E2 PROP. VARIABLE DEPTH ASPHALT CONC. BASE COURSE.
1' 6' C&G 12' DRAINAGE TROUGH IN 0PROP. 1'-6" CONC. CURB & GUTTER, CLASS AA CONCRETE
TRUCK MOUNTABLE APRON
AS DIRECTED BY ENGINEER
R3 PROP. 7" TRUCK MOUNTABLE CONC. ISLAND, CLASS AA CONCRETE
DRAINAGE TROUGH DETAIL CURB DETAIL 0 PROP. 5" MONOLITHIC CONC. ISLAND (SURFACE MOUNTED)
8 PROP. 1'-6" CONC. CURB & GUTTER W/ BLACK TINT, CLASS AA CONCRETE
8 PROP. 7" TRUCK MOUNTABLE CONC. ISLAND W/ BLACK TINT, CLASS AA CONCRETE
0 PROP. MODIFIED SBG - SEE DETAIL SHEET 2H
/05' 4' __ I'
CDEARTH MATERIAL
CBI
® /4 /FT.. /2"AFT - 4' ' DETAIL I
e1
VOIffewam
1 �== " """• ROUNDABOUT AT THE INTERSECTION OF
® ��..,..,4....n,o.o - �I LAWYERS RD.(S INTERSECTION
E )AND
�,5' PsCW-40 PVC MILL GROVE RD,(SR-1525)
PVC PIPE DETAIL SCALE N/A REVISIONS
APRON DETAIL DATE 9-2020 '° .
�
DWG.BY OLS t
DESIGN BY JCB_ 4,
APPROVED JOH Z.".

m COMPUTED BY: 1CB DATE 12-2020 PROJECT REFERENCE NO. SHEET NO.
m CHECKED BY: DATE: STATE OF4 7�7NO j®TH (CA I',OLINA 44856.3.37 3
DIVISION OF HIGHWAYS
NOTE:Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures,Section 300-5". SUB REGIONAL & REGIONAL
LIST OF PIPES,ENDWALLS,ETC. (FOR PIPES 48" & UNDER)
ENDWALLS 4 Ov
0.
s s -Z z p m 8 6,Z z ABBREVIATIONS
o d O O
O R.C.PIPE R.C.PIPE 0 0 STD.838.01, S p j J L m Z Ln G ry
STATION z DRAINAGE PIPE C.S.PIPE (CLASS III �.r ", eC.B. CATCH(RCP,
CSP,CRAP,HDPE,or PVC) (CLASS IV) STD.838.11 C1 rc z 4 c r. N.D.I. NARROW AD OP INLET
v W a OR STD. '" FRAME,HGOOD m
O O<+ AND HOOD m L5 w D.I. DROP INLET
O G O O w v r
(UNLESS < STANDARD 640.03 a N
O O v v NOTED O �.+ a ,�„ o G.D.I. GRATED DROP INLET
'^ O a a F OTHERWISE) e 0 'v
z ¢ •�+ '�' - O O LIN. a v a o m a J i G.D.I.(N.S.)NGSA ROW SLOT)
TED DROP LET
0 Z, '0 v v _ *FT. w O ,n of v
W W a 02 J.B. JUNCTION BOX
SIZE " s W 12" 15" 18" 24"30" 36"42" 48" w 12" 15" 18"24" 36"42" 48" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18"24" 30" 36" 42"48" S s z CU.YDS. n A B m F w °C m
S z z O a a �n a 0y o a M.H. MANHOLE
O O - z rc s 'o_ 5 ' s a 0 r 0 W z
v O z z F > 5 3 v 0 u h '^ T.B.D.I. TRAFFIC BEARING DROP INLET
V v o o m p v .0 'F 5 g j T.B.J.B. TRAFFIC BEARING JUNCTION BOX
THICKNESS > j > j w W �,
OR GAUGE O O O O O O s s s . . a y s O a °p TYPE OF GRATE Z E:' O1 LL
LL O O O O u u 0 o o 0 0 < re a O 0 0 o a _ = O O
D D D _ a n 2 U E F G u o 6 la 0 a a F u 0 0 REMARKS
17+54 -7- LT 401 580.58 580.27 24'
17+61-Y- LT 402 24'
16+25 -Y- CL 403 580.86 580.39 94'
15+92 -Y- CL 404 48'
17+08 -L- LT 405 573.15 0.45
17+11-L- LT 406 573.97 573.15 24'
17+01-L- RT 407 571.29 0.45
16+97 -L- RT 408 571.29 570.24 32'
11+78 -L- RT 409 576.78576.01 44'
TOTALS 68'56' 94' 0.90 72'
c
or
-o
E
C
F
0
N
co
U
Z
Q
N
ID
Lo
i
3
ii-
}I
<03
c

I 111 PROJECT NO. SHEET NO.
44856.3.37 4
0'
c F.A.PROJECT NO. HSIP-021810161
21+17,56 Y 1 ROADWAY DESIGN
-PT
St0. ' ; 1 1 ENGINEER
\ 4 I \ ,,,,,,,,CARp7o�
44i:55 pN9-✓'�
P1 Sto 17+4239 -Y- P/Sto 18+875/-Y- P/Sto 20+5578 -Y- ' :a SEAL
A = If 57'42.4'(LT) = 3'25'24.0•(LT) 0 = 2 3r 43.5'(LTI 1 \ E y 034357• ,
D = /5'26'37.0' D = f 36'25.8' D = 2'02'46.6' `-� 0I NE`7Q'"-
L = 77.45' L = 213.00' L = 12358' I ''o i AE�;:'.-4?'
iF
T = 38.87' T = 10653' T = 61.80' I R
R = 371.00' R = 3565.00' R = 2.800.00' Y_ \ II +
PCC Sta.19+9398 \ \
r1
20 I
I
LEI_ _I18 R(I' 1 METAL y
18+68.52 I I
O END RESURFACING \ 1/1
POND
18+68-Y- WSE.577'
30.43.LT A O PI Sto 18+9937 -L- •�'
O 18+45'LT2 V
END TAPER V1 A = 5'18'565-MT)
KEI,IVE4 L.BASICON 18+35-Y- I
F. PATSY HYATT BAUCOM D = f 3r 40.4' '�
nA SP09LASE 30.39'LT A y DB M PG 407 L = 347.9r
CYNTHIA F. ULOM 40'LT ,f PC N FEE 108 T = 174.08' I
I I pPCT22FILE 44 18+00-Y- Min '\F 17+80-Y- {Njl R = 3.750.00' 1
110.
1RT1 ,. 30.07'RT
1 J 18+00-Y- ��
45'LT �' 1
I r
8 PCC 5to.17+8098 iyi 17+25-Y- � 1
4. 45'LT �t 17+0352
OQ O PC S/a./7+ 17+25-Y- F
C C D352 17+04.90-Y-
40'LT
tO iiI 48'RT
A/S^f 16+60.69-Y- 1 ' II, SEE CURB DETAIL 17+02-I- 17+23-L-
�4^l+ / /.O S 48'LT W SHEET 2E 65'LT 63'LT 18+1852
/ 7c� 1
•/ cp 16+51.09-Y- 1 / 16+67-L- END RESURFACING
/�,, LLT 17+21-L- EXITING aiw
�1^'"Cl O 17+00-L- 17+91-L-
Pl Sto /2+26.49 -L- �D 55'LT ' \ 50'LT 50'LT
- GRADE TO DRAIN 50'LT �_�� -_��=u
D= 9'52 58.3'(LT) Y� •) . A F SEE CURB DET I `
16+25-Y-
_ 7a.oa'LT
L 33635 Y _ SHEET 2E ... i, E o *__-- --
16+03-Y- ,Ii --
T = /6859' 90.08'LT �g 0 v- _so-- II \ RI Q
dat1trim �o / 41i COLLAR AND A ��
R = 195DA0 F o-- • EXTEND 24_ ��
48.88'LT ,/ Q - ` ��-- /6+3359 I- � � �����
13+62 8. 25'
12+0/.53 / }fin.i' i ��.w - _yL� 1'40�_-r vo-
_ Exis*iec aiw BEGIN TAPER - ! -� P. p+50 / EXISII"G ww
i /
-ai- - 1a+-r ; a 1, Will ..= +93.52
._- CM,. 7+ /7-O�
1I+76.53 - F 12+50 25, ��%, E i��� I coLUR F
BEGIN RESURFACING 17 ;_ ��: O E% D 32' n� ;1 / END TAPER
L_
�� �IIM® 40 , / (� 50'RT
TRANSF,-MER
- - --_ Mi� .Il3.7/N War RACK F I:13+66. I; __�W` O� E 17+09-L-
�: •' P O I' 16+88-L- 50'RT
w F C -...1'.
')�\ r7 50'RT
- -_ __ �- W P O \dAL ��J//�/p�2 16+84-L- 17+05-L-
t SEE CURB DETAIL 1 •• 'F i9 1 -L- 80'RT
77'RT
SHEET 2E 7122'RT
• 046.69-Y-' -0 PROP.2.4'PVC CONDUIT
14+40-Y- ' � I FOR FUTURE USE SEE
47.48'LT C .�� SEE CURB DETAIL PVC PIPE DETAIL SHEET
14+32-Y-
14+16.41 SHEET 2E 2E
/ 37.12'LT W M I' ,' D O
4
+50-Y-
, 37 Li CO I I j 1.% 14+00-Y- PT Sta./3+96.48
\ 36.a3'Ri -Y- PATSY HYATT BAUCOM
° \ 38'RT DB M PG 407
PCNFILE CB
�45' O 13+50-Y- a(/I t / I
29.64'LT It
��7 I
422 KELVE Liey�EoM NOTE: INCIDENTAL MILL APPROX.25'AT EACH
CYNTHIA F.BAUt0M TIE IN TO PROVIDE A SMOOTH TRANSITION
DacmcL�Tii9 12+50-Y- �// 1 7°CC TO THE EXISTING ASPHALT PAVEMENT.
30'LT 12+95-Y- 3..1
37'LT F30'RT Q/3x38'RT 32J912+56.48 /� / / Y,
BEGIN TAPER /
12+31.48 / / /C /
BEGIN RESURFACING /,. / f // z 20 Y ROUNDABOUT AT THE INTERSECTION OF
// /�/ /� 30'RT NC 2/8 AND ;;;40sHES MILL RD.(SR 1606)
/ 35'RT PI Sto 8+33.84 PI Sto 11+49.82 PI Sto /3+6469
/ l V p = 10'47 01.5'(AT) = f/8'462'(LT) p = q'50'34.8'(LT)
// r PROPOSED WIDENING GRAVEL DRIVE D = 4'02'26,2' D = 0'2r 3/.8' D = /5'26'37.0'
4/47-C / Rl5' L = Z(��8 L = 365.86' L = 6374' SCALE r=sa REVISIONS
H&4+ / _ T = 133.84' T = 182.94' _ DATE 5-2020 aNSo�N c
SeE A Q/1/y` ST 31+50 0'RT Y R = 1.4/8.00' R = 15,967.00' R = 3�,� DWG.BY JCB }
Sh4-4... /50 -- DESIGN BY JCB %^ 9N
T 5 APPROVED JOH ...,.

1 ]I PROJECT NO. SHEET NO.
I \ 44856.3.37 4A
\ mI F.A.PROJECT NO. HSIP-0218016I
I ROADWAY DESIGN
I ENGINEER
•
of `.�'20o,,,,,,,,,,,,,
ESSo.;�,v'�.
\ I 9;
_I '` SEAL `'
II S
034357 1 I Ti�'F'�GINEE
I I ,'p;�//�j;/AEL
"uunw,w,�
•
II
II
II
II
II
II
II
II
II
II 17+80.98
,..„ END
���� PAVEMENT
����� REMOVAL
♦♦♦• I NC 218� 15+80 ' ���
��j END _�—
_
,j�j�' PAVEMENT —
OO�� REMOVAL ---
12+75 •�G�G�����G�.G��i_, —
BEGIN /Q��� �G�� --
PAVEMENT �- OOO�OOOOOOOOO�—
REMOVAL ��.•04000O�i0000i�0��!!'•
------- � -����� ��'�G ���GG����G��_,.—•�♦♦••••������• /6+55
-- NC 218 �������������������. -� ���:��� /6+25 END MILLING
������� .�.�.1 BEGIN MILLING
CONC PAD I ��4
\ 1��4
.Oi�i
A%%4 •
fr 4 .,.��� PAVEMENT REMOVAL
000,
13+52.74 iik.:% I \\A MILLING ARE41.5 DEPTH
BEGIN I
PAVEMENT / / I
REMOVAL / /
I
/ / li
/ //
I / / ROUNDABOUT AT THE INTERSECTION OF
/ / NC 2/8 AND SIKES MILL RD.(SR-I6O6)
/ _ _ - _ SCALE I'=50' ",,% , REVISIONS
/ / DATE 5-2020 :le;�,w ,e
DWG.BY JCB
/ DESIGN BY JCB �4�'
APPROVED JON 4.o...

PROJECT NO. SHEET NO.
44856.3.37 5
F.A.PROJECT NO. HSIP-O2181O161
ROADWAY DESIGN
ENGINEER
C o�sH�CARp�,
IT :p l
SEAL i r.
Em.; 034357 'Z=
0:
GINS„
42/
SFE it:)--
SyFET 4/xs0
4
t
/I
/0 / / / ///0 II l P/Sto 8+33.84 P/Sto 11+49.82 P/Sto 13+64b9
/ /i�� c p = /0 47'OI.5 fRTI p = /18 462'(LTI p = 9 50'34.8'(LT1
I , / D = 402'262' D = a21'3L8' D = /5'26'37.0'
� /- L = 266.88 L = 365.86' L = 6374'
r/� // T = 13384 T = 18294' T = 3/.95'
R = 1.4/8.00' R = 15.967.00' R = 371.00'
/ /
/
o + / // ///
/ l / Pt S/o 9'`66g8
Y,
/ / / /
/ / //
/ / I /
II I l
�I I
i
I
I I 'I DE TO DRAIN
lI I
5 - lI
I
I I PC Sta.7+0D.00 _y_
NOTE: INCIDENTAL MILL APPROX.25'AT EACH
TIE IN TO PROVIDE A SMOOTH TRANSITION
TO THE EXISTING ASPHALT PAVEMENT.
ROUNDABOUT AT THE INTERSECTION OF
NC 2/8 AND SIKES MILL RD.ISR-1606J
SCALE P=Sd ' REVISIONS
DATE 5-2020 o���op• 1£
DWG.BY JCB
DESIGN BY JOB }%^ 1
APPROVED JOH •.•,.

o' PROJECT REFERENCE NO. SHEET NO.
cr
Z 44856.3.37 6
ROADWAY DESIGN HYDRAULICS
uO
EII 'CI
14 ENGINEER
i 4 SEAL �• p
"�` 034357 a
1.-1-• ,G I NEFi:f "
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I
LIIIIII
acn
Q
a
a, DO
`V \
6i
C pl- I 3.00 PP// /5+•47,00 PI= 15+65.00
Z L f 00 EL - 585J0 EL - 58464
P� = MT w
E_ _ pi'= i t/6
= 3b6'
in PI- 12+75D yCEL _
EL - 581,37
590 cc X ,-
I )2 I T OtXJOD� j/,
— — — _ — — — — — T' — — ._ _ , — — — — — 1 I I I
580 -• "+ '
Lr 570
Bc-
n_
36
ova - - - _
N} A h
00
550 lilt iiii II 11,1
791 10 11 12 13 14 15 16 17 18 19 20

o' PROJECT REFERENCE NO. SHEET NO.
44856.3.37 7
LO
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
... ?.:oFESS/6N.",s
. SEAL % S.
Ey 034357 a?
�'�Z.'..rG I NEE: S�
,uunuuP
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
g
Irg$ LI,Z OW 00 WoOp 1
co
P1- 15+03.00 P1= 15+97.00
EL - 58530' EL = 5134i.07
r E1 5dob4'
in
PI= 16f9d17
a P'/= l3+SLJ4 EL = 5g
on
jt 0 f+pO(XIDY. LI
580 lip f —ce
- - � _ -- �Ir - - - � � — _ _ .... — _ _
L
��
B,
n_
ro Om
560 I IJJ
N
ova
v !1
550 00
I I I I I I I ill I I I
791 10 11 12 13 14 15 16 17 18 19 20 21
NV)

OTAL
STATE STATE PROJECT REFERENCE Oft SHEET SHEETS
S SHEETS
11°4 STATE OF NORTH CAROLINA N.C. W-5710AI EN
STATE 44856.1.37PROLN0. P.A.0218PROL NO DESCRIPTION
HSIP-0218(016) P.E.
DIVISION OF HIGHWAYS 44856.3.37 HSIP-0218(016) CONSNW
T.
44856.3.37 HSIP-0218(016)
~ PLAN FOR PROPOSED EROSION AND SEDIMENT CONTROL MEASURES
5.12 niklil
In HIGHWAY EROSION CONTROL
1630.03 Temporary Silt Ditch_ o
j
1630.05 Temporary Diversion , 1p
1605.01 Temporary Silt Fence III III III
1606.01 Special Sediment Control Fence----
1622.01 Temporary Berms and Slope Drains
1630.02 Silt Basin Type B ® +
1633.01 Temporary Rock Silt Check Typo-A
- m 0Ck `�a Temporary Rock Silt Check Type'A with O
tL ��a Pa, Matting and Polyacrylamide(PAM1• • P N O�dFetN WO eta 1633.02 Temporary Rock Silt Check Type-B_ Er
A6 (,1:
Wattled Coir Fiher Wattle , -
E Wattled Coir Fiber Wattle O
o with Polyacrylamide(PAM)
m 1634.01 Temporary Rock Sediment Dam Type-A
cl.)
E
State Highway 218 w
cr
r a 1634.02 Temporary Rock Sediment Dam Type B _CD
® ^ 1635.01 Rock Pape Inlet Sediment Trap Type'A / 1
w% `� �o 3 1635.02 Rock Pipe Inlet Sediment Trap Type-B___
tJ
hiLITI4
ti a N PROJECT m A
1630.04 Stilling Basin ' 'D
m` �5w $ 3 1630.06 Special Stilling Basin
m a b a I Rock Inlet Sediment Trap:
O 'r
1632.01 Type A A 0
j Se ESt_t_HighwaY218 1632.02 Type B
oaFshRa 9,54_ep 8 AI
it � 1632.03 Type C C El® � Skimmer Basin /
fici4 ,
w
111111111
+' Tiered Skimmer Basin D
. Old Fish Rd Infiltration Basin
N
t
Iliarriker f�
9,3 Rd
3 0
ih..._ .241 k
'XI CiOnt2 Clontz Long Rd a
ton Rd do,....... .„
rill
cc
c �a
INSTALL PERIMETER EROSION CONTROL MEASURES
r �� 6
e DURING INITIAL CLEARING PHASE
W C F t o7/
T y . z.
A Y 19
E P dig/er Rd
��oo�\\end p
6
'ICINIT MAP NOT TO SCALE
0'
r 1 N
E
GRAPHIC SCALE ROADSIDE ENVIRONMENTAL UNIT
DIVISION OF HIGHWAYS Roadway Standard Drawings
STATE OF NORTH CAROLINA Prepared in the Office of:
61 ° DDC UNIT DIVISION 10 The following roadway english standards as appear in"Roadway Standard Drawings"-Roadway Design
UM(-N.C.Department of Transportation-Raleigh,N.C.,dated January 2018 and the latest
DEPARTMENT OF TRANSPORTATION revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
PLANS THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY DIVISION OF HIGHWAYS
m WITH THE REGULATIONS SET FORTH BY THE 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A
0 NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1,2019 2018 STANDARD SPECIFICATIONS 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type 3
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND 1606.01 SpGravel Sedimentc ControlFence 1632.03 Rock Inlet Sediment Trap Type C
1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A
NATURAL RESOURCES DIVISION OF WATER QUALITY. 1622.01 Temporary Jerms and Slope Drains 1633.02 Temporary Rock Silt Check Type 3
m PROFILE (HORIZONTAL) Designed dl't 1630.01 Riser 3asin 1634.01 Temporary Rock Sediment Dam Type A
ra 1630.02 Silt 3asin Type 3 1634.02 Temporary Rock Sediment Dam Type 3
7.CIFd °uu Ls!ii JASON BROOKS 4369 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A
--
ofg 1630.04 Stilling Sasin 1635.02 Rock Pipe Inlet Sediment Trap Type 3
NAME LEVEL III CERTIFICATION NO. 1630.05 Temporary Diversion 1640.01 Coir Fiber 3a01e
1630.06 Special Stilling 3asin 1645.01 Temporary Stream Crossing
¢ PROFILE (VERTICAL) 1631.01 Matting Installation
'N ♦ \ / l i

•
PROJECT NO. SHEET NO.
44856.3.37 EC-2
WATTLE WITH POLYACRYLAMIDE ( PAM ) DETAIL F.A.PROJECT NO. HSIP-0218(016)
NOTES:
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
`r\'0•• PPv�0° USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
S
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
�_ TO WEDGE WATTLE TO BOTTOM OF DITCH.
See Inset A
�� PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
N.
U SHAPE NOT LESS THAN 12" IN LENGTH.
������ii EDGE OF PAVEMENT
`.=.k ':4 .-- INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
EXCELSIOR WATTLE •����♦ AND AT EACH END TO SECURE IT TO THE SOIL.
N.,, ‘:.� � AC:1 !` INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.
i•4 O)>O PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
MATTING TO BE APPLIED TO EACH WATTLE.
BACK INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE
SLOPE WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
•
PAM
(2 OZ.)
•
ISOMETRIC VIEW :oo. 003
'�. •�e FLOW ♦ ♦• 0 •
ir ;2'(MAX. ) 2' UPSLOPE • �_ _ — — —
STAKE NATURAL GROUND STAKES PAM PAM �����������'/
•
:•:J d0 ed°t°i�!►.d®°°°d:�:�.i; i .., 0ii�.d
•
,.4i. '• ,•
INSET A INSET B INSET CIII t ____ 1 1 —rO .IpOc :;:i d ° ' 87
)
MATTING 2' DOWNSLOPE
UPSLOPE
STAKE y>a:.° DOWNSLOPE
STAKE aaia
CROSS SECTION � ' STAKE
VEE DITCH
► - - - - -,- PAM
2 IN. See Inset C ►•�•�♦�♦�1��.°°•r��`���������'2' UPSLOPE VAR. 14t4
FLOW ������ ..;.+:&.�.�.�.�_�.�.�. A
STAKE NATURAL GROUND i��j���j� "?'j-���������������,j
°°mo p, .p• ► d0,.,,,►..♦♦♦♦../
1 1 1 1 1 _ 1 1 _',..•.::.+:4:,..it,14:4:::.,,, di ..1.: ,,,:..,,,...........:.:,...,., L _ 1
, :;. �•o ;;ics,. ,:d!• ,� PAM MATTING
�°, i. See Inset B
--------)\
S 2'(M I r 6'(MI )
MATTING 2' DOWNSLOPE
CROSS SECTION STAKE
TRAPEZOIDAL DITCH
TOP VIEW

PROJECT REFERENCE NO. SHEET NO.
44856.3.37 EC-2A
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
MATTING INSTALLATION DETAIL
18" EXISTING
III=I GROUND
1 11 1 (MIN . )
11E111E111E111E1 I
� � —I II I� 111=III— —
�� III BACKF I L L
/� , IIIIII
I . i / 3 7 II (MIN.) E
=III_ II ll
7 ( ��� ��,� STAPLES ON
11 111 11E111_ III— 30 �/ ( ( III
=II=III—III= -I 10" —III \"\"\,\ ,\\"\//\ 1 CENTERS
=III—I I—I III- ( III 4,4v IN TRENCH
=1II1 II I=1I III 4 IIIII O II�
III Q ��
111E1 I I_ 10" 1111111111
III—III— I IIII
-
11EII_ 4\ III II
1 � y I I I-1 1 1 �1��I�I��J
1I-111— 1-111-11
-1 1 1-1 1 1 -III-111 I
-III-II�;V 10" 111I I11111 6" MIN
STAPLE _I � 6 111-1 1 1-1
11=III—I I I
CHECK 11E111E111
MATTING SHALL BE STAPLES ON
MATTING IN DITCHES PLACED IN TRENCH 1 ' CENTERS
AND BACKFILLED IN TRENCH
DIAGRA ✓ A
_ 11.1_JI1 11 — HI HI ill Hi, c.„/1-8/ l-1 f-1 ,--, III 111 111 111 11 11111 111 1
„ c3 ' '-' '-) 1J
X o X
Stale CnecK Pattern
,/
3' 4 )9
10 —�' Staple
f f
to r___,,..74
Ie
'-0 \ 3 7-Check NJ
/ � � �� 499
--{ -- 4" X X X Staple
7C
) D AGRAv
MATTING ON SLOPES
D I A G R A V \D
NOTES:
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
NOT TO SCALE

PROJECT REFERENCE NO. SHEET NO.
44856.3.37 EC-3
DIVISION OF HIGHWAYS
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
STATE OF NORTH CAROLINA
SOIL STABILIZATION TIMEFRAMES
SITE DESCRIPTION STABILIZATION TIME T I MEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE
HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.

PC N 1 111 \ PROJECT NO. SHEET NO.
I 44856.3.37 EC-4
x _ ° 1
c ml F.A.PROJECT NO. HSIP-0218f0161
Y
PT Sta 21456
1' I
II I
PI Sto 17+42.39 -Y- PI Sto 18+87.51-Y- P/Sto 20+5578 -Y- I
I
P = II'57'42.4'(LT) & = 3'25'24A 2'•(LT) 0 = 3r 43.5•(LTJ
D = /5w 26'37.0' D = f 36'25.8' D = 2'02'46.6' 1 1
L = 77.45' L = 213.00' L = 12358' 1
T = 38.87' T = 10653' T = 6/B0 I RR = 371.00' R = 3565.00' R = 2.800.00' Y_ \ \ +
PCC Sta.19+9398 - I 1 1
20 1
1 1
LC1 _\18 R(1' I MECAL y
In
O .I I POND
18+68-Y- I \ WSE.577' '
O 30 45'LT I R 3 P/Sto 18+99 37 -L- r
+
" A = 5'18'565'(RTI
KE1,1VIpN L.BAyCON 18+35-Y- il\F
C PATSY HYATT BAUCOM D = f 3r 40.4• '�
nA SP09v 30.39'LT y0B M PG 407 L = 347.9/'CYNTHIA F. UtOM 40•LT ,f PC N FLE qB T = 174.08' 1
1IOBCT22FILE 4� 40IV
+00-Y- I �Q 17+80-Y- Lyj1 R = 3.750.00' 1
'g1 30.07'RT1 j1 18+00-Y- yi
45'LT 71i I
OX{ %•,�./� $T4.IT'f�� -'' 17+25-Y- t'� '� I CLASS A RIP RAP 1
6 rpE'�.y 45'LT ItB a- 1 TON,2 SYFF
0 ,y Sta./J+ -Y- 17+25-Y- Y ��. F 1 SEAS NEEDED
I SEE DETAIL 1
O C
03'S2 40'LT 17+04.90 Y-
iI � II 48'RT
A 1
t` /Sf CLASS A RIP RAP 16+60.69-Y- tw /,� 17+02-L- 17+23-L-
/ f O, S W � I 65'LT 63'LT
/ �cw- 1 TON,2 SYFF 48'LT I
•/ %y�'� SEE DAS ETAIL DI 16+51.09-Y- ` 1 ' • O 16+67-L- 17+00-L- 17+91-L-
P1 St0 /2+26.49 -L- 0; !.� ss LT 63'LT T7+21-L- T'"G N'w
A = 9'52'58.3•(LT) y` * 16+25-Y- / ., GRADE TO DRAIN 50'LT 50'LT 50'LT ——
74.03'LT
- 16+03-Y- ` I 1 F CLASS A RIP RAP .,B I -,moo- u
- 33635�� / \ AS ONEEDED SYFF
o _ it--------------
L _-i ro--
T - 168 59 90.08'LT / C/ SEE DETAIL 1 `11 LA — I \ H 0
_ COLLAR AND
R = 1,950A0' 13+74-L- / B i- F _i�p_'r, 4W. -aQ�E=D 24' __
O I _
CLASS A RIP RAP 48.88'LT -
1 TON,2 SYFF 4 aN •- ` '� iv
13+62-L-
AS NEEDED ,, _-i-_ ��
SEE DETAIL 1 '•Ol'LT 14' / � - �� 8 w
_ E%ISiING N/W - �` � �ftelh'\ 1 � �i r0� 0 w --
/�(I►� ® I I EXIS}ING P/-
— E• D 32'
7 i, '. 17+89-L-
• C 2,E ----- �� +TRANSF.-MER.r. 40 ;g:� 50'RT
�'1 RACK F
>>>> >>>>>>"1','—� A R RAP - ....
y�1•��.wJ•- 17+09-L-
_ j O�1 TON, YFF 50'RT
/�- A w .1 �� A DED 16+88-L
-_ -- --w-- F C ® — W - �/ �A l�I / O /� DETAIL 1 50'RT
—4-- 'CLASS A RIP RAP C [:/ 16+84-L- ,7+OS-L-
+ —� 1 TON,2 SYFF CONC � Ci f Li 16+35-L- 77'RT 80'RT
+ SEEDETAIL1 1 r/ / 7122'RT+ DETAIL 1
'4+40 47 48'LTY ' ^ (Not to Scale)
C CLASS A RIP RAP
_ I1�I�_►`! 1 TON,2 SYFF
137132 'I' '%.', 11 AS NEEDED Natural Natural
INSTALL MATTING FOR ,� 1 OSN,2 SYFFS A RIP �I`" SEE DETAIL / b'
O Ground .• TD ..." Ground
EROSION CONTROL IN THE SEE DEDEDI 3+so-r- �n ' PT Sta.
/ t '
414,
PROPOSED DITCH LINE. p`L 3T LT !►SI \ 1a+00-v- 348 -Y- PATSY HYATT BAUCOM Class A Rip-Rap
�3 36.43'RT P P
K Geotextile Fabric B
SEE SHEET 2A rAirivi \ 38'RT PC N FILE
STA. 13+00 -L- LT TO 14+00 -L- LT 40' O C 13+50-Y- I D= 0.5 Ft.
STA. 12+75 -L- RT TO 14+25 -L- RT Q� KEhyIN ASpE�M 29.64'LTiliri- I B= 1 Ft.
STA. 7+25 -Y- RT TO 11+50 -Y- RT CYNTHIA F.BAut014 c, I '
STA. 12+00 -Y- RT TO 14+25 -Y- RT 0B 7227 PG 309 I To be placed at the
PC I FLE 744 '°Cc end of Curb Turnouts
STA. 13+25 -Y- LT TO 14+75 -Y- LT 12+50-v- 112+95-Y-
STA. 17+00 -Y- LT TO 17+25 -Y- LT 37' T �-I ^ / 30'RT 'S/a/3'`J Y, as directed by the Engineer.
/ / �C /
li EROSION CONTROL MEASURES MAY BE CHANGED. I /^ /12+20-Y- ROUNDABOUT AT THE INTERSECTION OF
IN FIELD AS DIRECTED BY THE ENGINEER. II "),/ 30'RTNC 2/8 AND SIKES MILL RD.(SR-1606)
35'RT PI Sto 8+33.84 PI Sto 11+49.82 PI Sto /3+6469
/ A = 10'47'015'(RT 1 A = f/8'462'(LT) p = 9'50'34.8'(LT)
/I B D = 4'02'262' D = 0'2r 31.8' D = /5'26'37.0'
4/47-C / L = 26688 L = 365.86' L = 63J4' SCALE r=5a REVISIONS
S g/N i _ T = 133.84' T = 182.94 _ DATE 12-2020
FE 70� may, S n+so-v- R = 1,4/8.00' R = 15.967,00' R = 3/DO' DWG.BY JCB N
S'yee,Tq//{SO 30,RT DESIGN BY JCB 9N
FC-Jr APPROVED JOH ..1",.

PROJECT NO. SHEET NO.
44856.3.37 EC-5
F.A.PROJECT NO. HSIP-021810161
SAT Cy4N S
EF E y,
� HEST Q/i11
xso
O C y
/ /A C 35'ki
tii\ /0 / /^
/^ P/Sto 8+33.84 P/Sto 11+49.82 P/Sto 13+64.69
//: c D = 4'02'262'(RT J AD = 0 21'3Ie
(LT) p = 15 2 348'fLTJ
L = 266.88' L = 365.86' L = 6374 370'
tt7 T = 133.84' T = 182.94' T = 3/.95'
R = 1.418.00' R = 15.967.00' R = 37/.00'
/
I
/
4 c
ts
/ / ° S/o 9%
/ /N
l
4
I l\
I I'
II GRADE TO DRAIN
I I1c
P B
I I Pc Sic.7+00.00
INSTALL MATTING FOR
EROSION CONTROL IN THE
PROPOSED DITCH LINE.
SEE SHEET 2A
STA. 13+00 -L- LT TO 14+00 -L- LT
STA.12+75 -L- RT TO 14+25 -L- RT
STA. 7+25 -Y- RT TO 11+50 -Y- RT
STA.12+00 -Y- RT TO 14+2 5 -Y- RT
STA. 13+25 -Y- LT TO 14+75 -Y- LT
STA.17+00 -Y- LT TO 17+2 5 -Y- LT
EROSION CONTROL MEASURES MAY BE CHANGED.
IN FIELD AS DIRECTED BY THE ENGINEER.
ROUNDABOUT AT THE INTERSECTION OF
NC 2/8 AND SIKES MILL RD.ISR-1606J
SCALE P=50' REVISIONS
DATE 12-2020 Y,o o e•�s.
DWG.BY JCB
}DESIGN BY JCB %^ e•'
APPROVED JOH ..•,.

1 1 PROJECT NO. SHEET NO.
1 \
44856.3.37 PMP-I
\Lr11 F.A.PROJECT NO. HSIP-0218(016I
PAVEMENT MARKING SCHEDULE 1 ROADWAY DESIGN
1 c-n ENGINEER
PAVEMENT MARKING LINES -\ `°`'yOFESSJONy°'':
1 r 1 '` SEAL
TA -WHITE EDGEUNE (4'.90 MIL) TU - WHITE DIAGONAL(12',90 MIL) i'I iZ=
TB - YELLOW EDGELINE (4.90 MIL) TV - YELLOW DIAGONAL(12'.90 MIL) 1 0 I C 74: 034357 .Q:
TC - )OFT.WHTE SKIP (4,90 MIL) 71- WHITE LINE,RR X(16%90 MIL) '%i'F'I'GINEE�'
TE -WHITE SOLID TD - PLANE LINE
WHITE NI54.90KIP (MIL) MIL) T3 - WHITE CROSSWALK 2LINE (24)90 MIL) I aJl .o;��N i.c• ,`p
TF - )OFT.YELLOW SKIP (4.90 MIL) T4 - WHITE RUMBLE STRIP (4.240 MIL)
TH - YELLOW SINGLE CENTER (4,90 MIL) 75 - YELLOW RUMBLE STRIP(4.240 MIL) I-II
TI- YELLOW DOUBLE CENTER (4'.90 MID T6 - WHITE EDGEUNE (6'.90 MIL) O
Ti- )OFT.WHITE SKIP (6'.90 MIL) T7- YELLOW EDGELINE (6'.90 MIL) \O 18+6852 -Y-
TK - 3FT.-9FT✓SP WHITE MINISKIP (6'.90 MIL) 78 - 2FT.6FT✓SP WHITE MINISKIP(4.90 MIL) END TA Tl
TL- WHITE SOLID LANE LINE (6".90 MIL) T9 - 2FT.6FT✓SP YELLOW MINISKIP(4.90 MIL)
TN - WHITE GOREUNESKI(8",90,90
IL) 711- 2FT.6FT✓SP WHTEEMINI MININISKISKIP MIL)L) i I PAVEMENT MA
TIE TO RKINGS
EXISTING
TO -WHITE DIAGONAL(8'.90 MIL) T12 - 2FT.-6FT✓SP YELLOW MN015K1P(6',90 MILL I
TP - YELLOW DIAGONAL(8'.90 MIL) T13 - 3F7.-9FT✓SP WHITE MINISKIP(8'.90 MIL) \
TO -WHITE CROSSWALK LINE (8'.90 MIL) T14 - 3FT.-9FT✓SP WHITE MINISKIP(I2'.90 MIL)
ITR - WHITE SOLID LANE LINE (8'.90 MIL) TI5 - YELLOW SINGLE CENTER(6,90 MILL
7S - WHITE GORELINE (12.90 MIL) 716 - YELLOW DOUBLE CENTER(6'.90 MIL)
TT - WHITE SOLID LANE UNE (12%90 MILL T17- 3FT.-3FT✓SP WHITE MINISKIP ENTRANCE LINE (8',90 MIL) 191
18+4352 -Y-
PAVEMENT MARKING SYMBOLS
UA -LEFT TURN ARROW (90 MIL) UU - FISH-HOOK STRAIGHT ARROW (90 MIL)
UB - RIGHT TURN ARROW(90 MIL) UV - FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL)
UC - STRAIGHT ARROW (90 MIL) UW - FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL)
UD - COMBO.LEFT/STRAIGHT ARROW(90 MIL) UX - FISH-HOOK LEFT/RIGHT ARROW(90 MIL)
UE - COMBO.RIGHT/STRAIGHT ARROW (90 MIL) UY- FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL)
OF - COMBO.LEFT/RIGHT ARROW (90 MIL) UZ - FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL)
UG - COMBO.LEFT/RIGHT/STRAIGHT ARROW (90 MIL)
UH - HANDICAP PARKING(90 MIL) WA - FISH-HOOK W/CIRCLE LEFT ARROW(90 MIL) r.
Ul- ALPHANUMERIC CHAR.(90 MIL) WB - FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL) /7+0352 -Y-
UJ- BICYCLE SYMBOL(90 MIL) WC - FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL) _ /END ©
UK -BICYCLE STRAIGHT ARROW(90 MIL)
BEGIN TI
UL- BICYCLE CHAR.(90 MIL) MA - PERMANENT RAISED MARKER(YELLOW &YELLOW)
UM - 12 YIELD LINE TRIANGLE (90 MIL) MB - PERMANENT RAISED MARKER(CRYSTAL&RED)
CP
UN - 24YIELD LINE TRIANGLE (90 MIL) MC - PERMANENT RAISED MARKER(YELLOW&RED)
UO - BICYCLE LEFT ARROW (90 MIL) MD - PERMANENT RAISED MARKER(YELLOW) ®�A 18+1852 -L-
UP - MERGE ARROW (90 MIL) ME - SNOWPLOWABLE MARKER(YELLOW &YELLOW)
UO - RAMP ARROW SYMBOL(90 MIL) MF - SNOWPLOWABLE MARKER(CRYSTAL&RED) END TA TI
UR - SHARROW(90 MIL) MG - SNOWPLOWABLE MARKER(YELLOW &RED) 16+19.08 -Y- 16+2/93 -Y-
TIE TO EXISTING
US - BICYCLE LOOP DETECTOR(90 MIL) ML- PERMANENT RAISED MARKER(CRYSTAL&CRYSTAL) END TN END TN PAVEMENT MARKINGS
UT - U-TURN ARROW (90 MIL) MO - SNOWPLOW ABLE MARKER(CRYSTAL&CRYSTAL) BEGIN 0
BEGIN© - I --
/6+5352 -L- I
IS+69A7-L- END TB I , _
14+28J1-L-TB ,� END TN BEG TI -��_�� -
END ., , -_---
------_-
BEGINN T ® BEGIN 12 NC 218
II+76S3 -L- ---------
13+4153 -L- �
' ..-
BEG A 7 END 0 ` �TIE TO EXISTING •
PAVEMENT MARKINGS 114110111111141111110 17+9352 -L-BEGINB
(21 ----1 ft) 0 CIO 110„---40 till
NC 218 - -II 4......1111, .. X
___________ 15+7/93 -L-
14+30922 -L- END TN
12+OIS3 -L- END TB BEGIN TB
BEGIN TN
44)(13
14+78D7-V-
END 09©Y
END © BEGIN TN
TN BEGIN I
13+96.48 -Y-
ip E TI
BEGINND TB
i ,
I
L
L
/ 12+56.48 -Y-
Cp /
ice. L
/ BEG TA 7l
TIE TO
V/ / /// PAVEMENT I MTARKINGS ING ROUNDABOUT AT THE INTERSECTION OF
NC 2/8 AND SIKES MILL RD.(SR-1606)
/ '
/ / '_ - _ SCALE I'=50' ", o o„„, REVISIONS
/` DATE 12-2020 o•' `'v
DWG.BY JCB
DESIGN BY JCB a4._
APPROVED JDH

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Soil Map—Union County, North Carolina
to (W-5710AI-Soil Map)
N N
W W
547000 547100 547200 547300 547400 547500 547600 547700 547800 547900 548000
35°8'4"N I,hf 35°8'4"N
Tr
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35°7'39"N • 35°7'39"N
54/U) 547100 547200 54/.11) 547400 547500 547600 547700 547800 547900 548000 548100
3 3
to a
N Map Scale:1:5,360 if printed on A landscape(11"x 8.5")sheet. "
Meters 0
N 0 50 100 200 300 $
Feet
0 250 500 1000 1500
Map projection:Web Mercator Comer coordinates:WG584 Edge tics:UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey 3/17/2021
Conservation Service National Cooperative Soil Survey Page 1 of 3

Soil Map—Union County, North Carolina
(W-5710AI-Soil Map)
MAP LEGEND MAP INFORMATION
Area of Interest(AOI) g Spoil Area The soil surveys that comprise your AOI were mapped at
Area of Interest(AOI) Stony Spot 1:24,000.
Soils a Very Stony Spot Warning:Soil Map may not be valid at this scale.
0 Soil Map Unit Polygons
Wet Spot Enlargement of maps beyond the scale of mapping can cause
ow. Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil
Other line placement.The maps do not show the small areas of
p Soil Map Unit Points contrasting soils that could have been shown at a more detailed
Special Line Features
Special Point Features scale.
WI Blowout Water Features
Streams and Canals Please rely on the bar scale on each map sheet for map
Borrow Pit measurements.
Transportation
Clay Spot Rails Source of Map: Natural Resources Conservation Service
Closed Depression Web Soil Survey URL:
✓wr Interstate Highways Coordinate System: Web Mercator(EPSG:3857)
• Gravel Pit US Routes
O.10 Maps from the Web Soil Survey are based on the Web Mercator
: Gravelly Spot Major Roads projection,which preserves direction and shape but distorts
distance and area.A projection that preserves area,such as the
▪ Landfill Local Roads Albers equal-area conic projection,should be used if more
it Lava Flow accurate calculations of distance or area are required.
Background
Marsh or swamp . Aerial Photography This product is generated from the USDA-NRCS certified data as
of the version date(s)listed below.
an4 Mine or Quarry
Soil Survey Area: Union County, North Carolina
co Miscellaneous Water Survey Area Data: Version 20,Jun 3,2020
Perennial Water Soil map units are labeled(as space allows)for map scales
Rock Outcrop 1:50,000 or larger.
▪ Saline Spot Date(s)aerial images were photographed: Oct 28,2018—Oct
30,2018
4 • Sandy Spot
The orthophoto or other base map on which the soil lines were
Severely Eroded Spot compiled and digitized probably differs from the background
imagery displayed on these maps.As a result,some minor
Sinkhole shifting of map unit boundaries may be evident.
Slide or Slip
oa Sodic Spot
USDA Natural Resources Web Soil Survey 3/17/2021
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Union County, North Carolina W-5710AI-Soil Map
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
BaB Badin channery silt loam,2 to 78.3 72.2%
8 percent slopes
BaC Badin channery silt loam,8 to 2.7 2.5%
15 percent slopes
CmB Cid channery silt loam, 1 to 5 23.9 22.0%
percent slopes
GsC Goldston-Badin complex,8 to 1.7 1.6%
15 percent slopes
W Water 1.8 1.7%
Totals for Area of Interest 108.4 100.0%
USDA Natural Resources Web Soil Survey 3/17/2021
Conservation Service National Cooperative Soil Survey Page 3 of 3