20210557 Ver 1_Pre-Filing Meeting Request_20210311

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20210557
Version *
1
Mooresville Regional Office - [phone]
Donna Hood
Pre -Filing Meeting Request submitted 3/11/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Is this a transportation project?*
Joel M. Howard
[e-mail]
W-5710AI
NCDOT
Union
Street Address
716 West Main Street
Address Line 2
City State / Rovince / Region
Albemarle NC
Fbstal / Zip Code Country
28001 Stanly
a Yes r No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit I— Modification
r Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes a No
Do you know the name of the staff member you would like to request a meeting with?
Ms. Donna Hood
Please give a brief project description below and include location information. *
The NCDOT is proposing to constructed a Roundabout at the
Intersection of NC 218 and SR-1606 (Sikes Mill Road), Union County.
There is one pipe extension where potential waters of the US might
be impacted.
Please give a couple of dates you are available for a meeting.

3/15/2021
3/18/2021
3/29/2021
4/13/2021
Please attach the documentation you would like to have the meeting about.
W-5710AI NC 218Sikes Mill Preliminary
Plans.pdf
pdf only
5.63MB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
44 H 7w
Submittal Date 3/11/2021

STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTALSHEETSN.C.25-JAN-2021 06:57S:\DDC\RDY\Union\W-5710AI_NC 218_Sikes Mill_RAB\tsh\W-5710AI_NC 218_Sikes Mill_un1_TSH.dgnjcbrooks AT DIV10-318330LSHEET1PROJECT:PROJECT ENGINEERPROJECT DESIGN ENGINEERTIP:ENGINEERROADWAY DESIGNSIGNATUREPROJECTNC 218NC 218S
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GRAPHIC SCALESSTATE OF NORTH CAROLINADIVISION OF HIGHWAYS PLANSPROFILE (HORIZONTAL)PROFILE (VERTICAL)0 0 0 DHVDTV====== %%%MPHADTADT LOCATION: TYPE OF WORK: 5010050100510P.E.R/WCONST.VICINITY MAP NOT TO SCALE11+76.53BEGIN CONSTRUCTION12+31.48BEGIN CONSTRUCTION18+18.5218+68.52END CONSTRUCTIONEND CONSTRUCTIONUNION COUNTYINTERSECTION OF NC 218 ANDSIKES MILL RD (SR-1606)44856.3.3744856.1.37HSIP-0218(016)HSIP-0218(016)HSIP-0218(016)44856.2.3744856.3.3744856.3.37
DONALD HARWARDJASON BROOKSLENGTH OF ROADWAY PROJECT = MILES 0.24TOTAL LENGTH OF STATE PROJECT = MILES 0.24PRO
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LEAHCIM NAES034357(218E State Highway 218E State Highway 218E State Highway 218E State Highway 218Grassy LnOld Ferry RdSikes Mill RdBrief Rd EOld Ferry Rd Carriker Williams RdUnionville-Brief RdBrief Rd EAlexander Farm RdCrooked Creek Church RdSikes Mill RdUnionville-Brief RdOld Fish RdLove Mill RdTesh RdOld Fish RdBrief Rd ECarriker RdLove Mill Rd Unionville-Brief RdSikes Mill RdCarriker RdClontz Long RdClontz Long RdLove Mill RdA G R Nance RdRushing Benton RdSikes Mill RdHaigler RdBraswell-Rushing RdUnionville-Brief RdUnionville Rd Zebulon Williams Rd(218(218NCDOT STANDARD DRAWINGSMETHOD III AS DESCRIBED IN THE TO THE LIMITS ESTABLISHED BY CLEARING ON THIS PROJECT SHALL BE W -5710AI
MONOLITHIC CONCRETE ISLANDS AND THERMOPLASTIC PAVEMENT MARKINGSGRADING, PAVING, MILLING, DRAINAGE, PAVEMENT REMOVAL,1606PROJECT LENGTHRIGHT OF WAY DATE: LETTING DATE:DESIGN DATAPrepared in the Office of:PROJECT LENGTHDIVISION OF HIGHWAYSDIVISION TENDIVISION DESIGN / CONSTRUCT UNIT2018 STANDARD SPECIFICATIONS
EXISTINGPAVEMENTTC1VARIESVARIESTYPICAL SECTION NO. 1STA. 11+76.53 TO 12+01.53 -L-VARIESSTA. 17+93.52 TO 18+18.52 -L-STA. 12+31.48 TO 12+56.48 -Y-STA. 18+43.52 TO 18+68.52 -Y-1' TO 4'1' TO 4'•"/FT•"/FTTEXISTINGPAVEMENTVAR.T•"/FT•"/FTVARIESVARIESVAR.THIS LINEGRADE TOTD1D1TYPICAL SECTION NO. 2E1E10'-9.6'C1C14'4'LCC1C1T•"/FT•"/FTVARIESCLTHIS LINEGRADE TOTD1TYPICAL SECTION NO. 3POINTGRADE E1E1C2STA. 12+75.00 TO 13+41.53 -L-VARIES4'4'THIS LINEGRADE TOD1STA. 13+32.74 TO 13+96.48 -Y-STA. 17+03.52 TO 17+80.98 -Y-13.7' TO 16'HINGE POINTFOR CUTSVARIES4:14:1STA. 12+01.53 TO 12+75.00 -L-13.8' TO 21.5'HINGE POINTFOR CUTSVARIES4:14:14:1C2STA. 17+75.00 TO 17+93.52 -L-STA. 12+56.48 TO 13+32.74 -Y-9.5' TO 16'9' TO 21.5'0'-4.5'STA. 17+80.98 TO 18+43.52 -Y-PAVEMENT SCHEDULEC1D1E1R2R3R4C2RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.PROP. APPROX. 3" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGERATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGEPROP. 7" TRUCK MOUNTABLE CONC. ISLAND, CLASS AA CONCRETERATE OF 570 LBS. PER SQ. YD. R5R6PROP. 7" TRUCK MOUNTABLE CONC. ISLAND W/ BLACK TINT, CLASS AA CONCRETEPROP. APPROX. 1•" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGERATE OF 168 LBS. PER SQ. YD. PROP. APPROX. 5" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE D2PROP. VARIABLE DEPTH ASPHALT CONC. INTERMEDIATE COURSE.PROP. 2'-6" CONC. CURB & GUTTER, CLASS AA CONCRETEPROP. 5" MONOLITHIC CONC. ISLAND (SURFACE MOUNTED)PROP. 1'-6" CONC. CURB & GUTTER W/ BLACK TINT, CLASS AA CONCRETEEARTH MATERIALTR1PROP. 1'-6" CONC. CURB & GUTTER, CLASS AA CONCRETEV1MILLING ASPHALT PAVEMENT, 1.5" IN DEPTHN/AJCBF.A. PROJECT NO.REVISIONSSCALEDATEDWG. BYDESIGN BYAPPROVED
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LEAHCIM NAES0343573:1 TO 5:1 VARIES SEE X-SECTIONS
1'•"/FT4'‚" /FT.R60.5'THIS LINEGRADE TO1.5'R5D1E1TYPICAL SECTION NO. 4C2C2VARIES•"/FTD1E1STA. 13+41.53 TO 13+91.39 -L-R416' TO 19.4'4'6'1'•"/FT4'‚" /FT.R60.5'THIS LINEGRADE TO1.5'R5D1E1C2VARIES 0.5'•"/FT‚" /FT.DVARIESTHIS LINEGRADE TOE1TR6R5D1C21.5'4'1'TYPICAL SECTION NO. 5VARIESR4STA. 13+91.39 TO 14+35.00 -L-STA. 15+65.00 TO 15+80.00 -L-1'•"/FT4'‚" /FT.R60.5'THIS LINEGRADE TO1.5'R5D1E1C2EXISTINGD2VARIES 0.5'•"/FT‚" /FT.DPAVEMENTVARIESTHIS LINEGRADE TO4:1E1TR6R5D1C21.5'4'1'TYPICAL SECTION NO. 6VARIESR4STA. 15+80.00 TO 16+08.59 -L-VAR.VAR.6' TO 10.3'21' TO 30'9'-17.6'HINGE POINTFOR CUTSVARIES4:14:14:16' TO 15.5'17.2' TO 36.7'19.2' TO 36.7'HINGE POINTFOR CUTSVARIES4:14:14:117.2' TO 19.4'5'-7.5'HINGE POINTFOR CUTSVARIES4:14:1STA. 13+96.48 TO 14+41.41 -Y-21' TO 21.5'VARIESSTA. 14+41.41 TO 14+85.00 -Y-STA. 16+15.00 TO 16+58.59 -Y-PAVEMENT SCHEDULEC1D1E1R2R3R4C2RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.PROP. APPROX. 3" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGERATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGEPROP. 7" TRUCK MOUNTABLE CONC. ISLAND, CLASS AA CONCRETERATE OF 570 LBS. PER SQ. YD. R5R6PROP. 7" TRUCK MOUNTABLE CONC. ISLAND W/ BLACK TINT, CLASS AA CONCRETEPROP. APPROX. 1•" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGERATE OF 168 LBS. PER SQ. YD. PROP. APPROX. 5" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE D2PROP. VARIABLE DEPTH ASPHALT CONC. INTERMEDIATE COURSE.PROP. 2'-6" CONC. CURB & GUTTER, CLASS AA CONCRETEPROP. 5" MONOLITHIC CONC. ISLAND (SURFACE MOUNTED)PROP. 1'-6" CONC. CURB & GUTTER W/ BLACK TINT, CLASS AA CONCRETEEARTH MATERIALTR1PROP. 1'-6" CONC. CURB & GUTTER, CLASS AA CONCRETEV1MILLING ASPHALT PAVEMENT, 1.5" IN DEPTHN/AJCBF.A. PROJECT NO.REVISIONSSCALEDATEDWG. BYDESIGN BYAPPROVED
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0.5'•"/FT‚" /FT.DEXISTINGPAVEMENTVAR.T•"/FTVARIESVARIESTHIS LINEGRADE TOD14'D2E1C24:118' TO 19.5'14' TO 19.5'E1TR6R5D1C21.5'4'1'TYPICAL SECTION NO. 7VAR.6.5'-8'3'-8.5'HINGE POINTFOR CUTSVARIES4:14:1R46' STA. 16+08.59 TO 16+25.00 -L- 0.5'•"/FT‚" /FT.DEXISTINGPAVEMENTVAR.T•"/FTVARIESVARIESTHIS LINEGRADE TOD14'D2E1C24:118' TO 19.5'14' TO 19.5'E1TR6R5D1C21.5'4'1'TYPICAL SECTION NO. 8VAR.6.5'-8'3'-8.5'HINGE POINTFOR CUTSVARIES4:14:1R46' STA. 16+25.00 TO 16+53.52 -L-V1V1EXISTINGPAVEMENTT•"/FTVAR.THIS LINEGRADE TOD1D1TYPICAL SECTION NO. 94'D2E1E1STA. 16+53.52 TO 16+55.00 -L-C1C1LCVARIESD2C1C1V1V116'21' TO 21.5'9'-9.5'4'4'•"/FT4:1HINGE POINTFOR CUTSVARIES4:14:1PAVEMENT SCHEDULEC1D1E1R2R3R4C2RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.PROP. APPROX. 3" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGERATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGEPROP. 7" TRUCK MOUNTABLE CONC. ISLAND, CLASS AA CONCRETERATE OF 570 LBS. PER SQ. YD. R5R6PROP. 7" TRUCK MOUNTABLE CONC. ISLAND W/ BLACK TINT, CLASS AA CONCRETEPROP. APPROX. 1•" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGERATE OF 168 LBS. PER SQ. YD. PROP. APPROX. 5" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE D2PROP. VARIABLE DEPTH ASPHALT CONC. INTERMEDIATE COURSE.PROP. 2'-6" CONC. CURB & GUTTER, CLASS AA CONCRETEPROP. 5" MONOLITHIC CONC. ISLAND (SURFACE MOUNTED)PROP. 1'-6" CONC. CURB & GUTTER W/ BLACK TINT, CLASS AA CONCRETEEARTH MATERIALTR1PROP. 1'-6" CONC. CURB & GUTTER, CLASS AA CONCRETEV1MILLING ASPHALT PAVEMENT, 1.5" IN DEPTHN/AJCBF.A. PROJECT NO.REVISIONSSCALEDATEDWG. BYDESIGN BYAPPROVED
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EXISTINGPAVEMENTT•"/FTVAR.THIS LINEGRADE TOD1D1TYPICAL SECTION NO. 104'D2E1E1STA. 16+55.00 TO 17+75.00 -L-C1C1LCVARIESD2C1C14'•"/FT4:1HINGE POINTFOR CUTSVARIES4:14:10.5'-4'VAR.12.5' TO 16'VARIES12' TO 21' 0.5'-9.5'THIS LINEGRADE TOD1E1C1VARIES ‚" /FT.DVARIESTHIS LINEGRADE TOE1R6R5D1C11.5'4'TYPICAL SECTION NO. 11R4STA. 16+58.59 TO 17+03.52 -Y-•"/FT16' TO 19.5' 0.5'4'21' TO 21.5'6'•"/FT4:11'VARIESFOR CUTSHINGE POINT4:14:1
PAVEMENT SCHEDULEC1D1E1R2R3R4C2RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.PROP. APPROX. 3" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGERATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGEPROP. 7" TRUCK MOUNTABLE CONC. ISLAND, CLASS AA CONCRETERATE OF 570 LBS. PER SQ. YD. R5R6PROP. 7" TRUCK MOUNTABLE CONC. ISLAND W/ BLACK TINT, CLASS AA CONCRETEPROP. APPROX. 1•" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGERATE OF 168 LBS. PER SQ. YD. PROP. APPROX. 5" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE D2PROP. VARIABLE DEPTH ASPHALT CONC. INTERMEDIATE COURSE.PROP. 2'-6" CONC. CURB & GUTTER, CLASS AA CONCRETEPROP. 5" MONOLITHIC CONC. ISLAND (SURFACE MOUNTED)PROP. 1'-6" CONC. CURB & GUTTER W/ BLACK TINT, CLASS AA CONCRETEEARTH MATERIALTR1PROP. 1'-6" CONC. CURB & GUTTER, CLASS AA CONCRETEV1MILLING ASPHALT PAVEMENT, 1.5" IN DEPTHN/AJCBF.A. PROJECT NO.REVISIONSSCALEDATEDWG. BYDESIGN BYAPPROVED
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D1 R2T1.5'5:1‚" /FT.D10'•" /FT.DR1R3T2.5'1.5'•"/FT‚" /FT.D RAD. PTHINGE POINT FOR CUTSE10.5'1'4'65'18'4.5' TO 17'16'0.5'C2R5R665'4'8.5' TO 21'VARIESVARIESTYPICAL SECTION NO. 12ROUNDABOUT4:14:1
PAVEMENT SCHEDULEC1D1E1R2R3R4C2RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.PROP. APPROX. 3" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGERATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGEPROP. 7" TRUCK MOUNTABLE CONC. ISLAND, CLASS AA CONCRETERATE OF 570 LBS. PER SQ. YD. R5R6PROP. 7" TRUCK MOUNTABLE CONC. ISLAND W/ BLACK TINT, CLASS AA CONCRETEPROP. APPROX. 1•" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGERATE OF 168 LBS. PER SQ. YD. PROP. APPROX. 5" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE D2PROP. VARIABLE DEPTH ASPHALT CONC. INTERMEDIATE COURSE.PROP. 2'-6" CONC. CURB & GUTTER, CLASS AA CONCRETEPROP. 5" MONOLITHIC CONC. ISLAND (SURFACE MOUNTED)PROP. 1'-6" CONC. CURB & GUTTER W/ BLACK TINT, CLASS AA CONCRETEEARTH MATERIALTR1PROP. 1'-6" CONC. CURB & GUTTER, CLASS AA CONCRETEV1MILLING ASPHALT PAVEMENT, 1.5" IN DEPTHN/AJCBF.A. PROJECT NO.REVISIONSSCALEDATEDWG. BYDESIGN BYAPPROVED
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LEAHCIM NAES034357STA. 14+35.00 TO 15+65.00 -L-STA. 14+85.00 TO 16+15.00 -Y-
30°-35° SLOPE6' (TYP)SAFETY EDGE DETAILVARIESBASE COURSEASPHALT CONCRETESURFACE COURSEASPHALT CONCRETESAFETY EDGEEXISTING GROUNDMATERIALSHOULDERINTERMEDIATE COURSEASPHALT CONCRETEAS DIRECTED BY ENGINEER TRUCK MOUNTABLE APRON12" DRAINAGE TROUGH IN1'-6" C&GWEDGING DETAILC2D2C1DDDD
DEXISTING PAVEMENT 1.5'•"/FT‚" /FT.DTPAVED SHOULDER1'-6" C&GPRO
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LEAHCIM NAES03435725' TYP.CONCRETE APRON0.5'1'C2E1D1 APRON DETAILR5R6CURB DETAIL4' TRUCK MOUNTABLEMIN. 2.25"4'PAVEMENTEXISTINGEXISTING ROAD TIE-INPAVEMENTPROPOSEDC1PROJECT TIE-INSINCIDENTAL MILLING DETAILIncidental Milling0" to 1.5"Existing PavementN/AJCBF.A. PROJECT NO.REVISIONSSCALEDATEDWG. BYDESIGN BYAPPROVED
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IT DLSJDHPROJECT NO.SHEET NO.ENGINEERROADWAY DESIGNHSIP-0218(016)9-2020MILL GROVE RD.(SR-1525)LAWYERS RD.(SR-1004) ANDROUNDABOUT AT THE INTERSECTION OF4:14:1
2'4'1' MIN.4" SCH-40 PVCDETAIL 1PVC PIPE DETAIL9"9"5"5'-0"4'-4"1'-0"1'-8" (TYP.)4" (TYP.)0.25'1'1'-6"- 7"DRAINAGE TROUGH DETAILPAVEMENT SCHEDULEC1D1E1R1R3R4C2RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.PROP. APPROX. 3" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGERATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGEPROP. 7" TRUCK MOUNTABLE CONC. ISLAND, CLASS AA CONCRETERATE OF 570 LBS. PER SQ. YD. R5R6PROP. 7" TRUCK MOUNTABLE CONC. ISLAND W/ BLACK TINT, CLASS AA CONCRETEPROP. APPROX. 1•" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGERATE OF 168 LBS. PER SQ. YD. PROP. APPROX. 5" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE D2PROP. VARIABLE DEPTH ASPHALT CONC. INTERMEDIATE COURSE.PROP. 1'-6" CONC. CURB & GUTTER, CLASS AA CONCRETEPROP. 5" MONOLITHIC CONC. ISLAND (SURFACE MOUNTED)PROP. 1'-6" CONC. CURB & GUTTER W/ BLACK TINT, CLASS AA CONCRETEEARTH MATERIALR7TE2PROP. VARIABLE DEPTH ASPHALT CONC. BASE COURSE.PROP. MODIFIED SBG - SEE DETAIL SHEET 2H44856.3.72E25'
G.D.I. TYPE "D" STD. 840.19 O R 840.28
D.I. STD. 840.14 O R STD. 840.15SIZEAB Q UANTITIES
FO R DRAINAGE
STRUCTURES ENDWALLSSTATIONSTRUCTURE NO .
R.C.P.
C.S.P.
.109
.079
.109
PER EACH (0' THRU 5.0')
5.0' THRU 10.0'
10.0' AND ABO VE
* TO TAL L.F. FO R PAY
Q UANTITY SHALL BE CO L.
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FRO MTO
TYPE OF GRATEFEGC.B. STD. 840.01 O R STD. 840.02
ABBREVIATIONS25-JAN-2021 07:22S:\DDC\RDY\Union\W-5710AI_NC 218_Sikes Mill_RAB\sum\W-5710AI_NC 218_Sikes Mill_un1_sum .dgnjcbrooks AT DIV10-318330L LO CATIO N (LT,RT, OR CL)4/04/06
REMARKSSHEET NO.PROJECT REFERENCE NO.COMPUTED BY:CHECKED BY:DATE:DATE:12"15"18"24"30"36"42"48"12"36"42"48"LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINASTANDARD 840.03AND HOODFRAME, GRATESCU. YDS.OR GAUGETHICKNESS*FT.LIN.25-JAN-2021 07:22S:\DDC\RDY\Union\W-5710AI_NC 218_Sikes Mill_RAB\sum\W-5710AI_NC 218_Sikes Mill_un1_sum .dgnjcbrooks AT DIV10-318330L
SHEET NO.PROJECT REFERENCE NO.TO P ELEVATIO NINVERT ELEVATIO NINVERT ELEVATIO NSLOPE CRITICAL
OTHERWISE)NOTED(UNLESSSTD. 838.80ORSTD. 838.11STD. 838.01,C.B.N.D.I.D.I.J.B.M.H.CATCH BASINNARROW DROP INLETDROP INLETJUNCTION BOXMANHOLETRAFFIC BEARING DROP INLETT.B.D.I.T.B.J.B.TRAFFIC BEARING JUNCTION BOXG.D.I.GRATED DROP INLETG.D.I. (N.S.)(NARROW SLOT)GRATED DROP INLET48"42"36"30"24"18"15"DRO P INLET
CATCH BASIN
SECTIO N
TRANSITIO NAL
CO NCRETE(RCP, CSP, CAAP, HDPE, or PVC)DRAINAGE PIPEPIPE REM O VAL LIN.FT.
DO NO T USE RCPDO NO T USE CSPDO NO T USE CAAPDO NO T USE HDPE
C.S. PIPE15"18"24".064
.064
.064.064
(CLASS III)R.C. PIPE12"18"24"30"36"42"48"15"**" R. C. PIPE (CLASS V)
**" R. C. PIPE CULVERTS, CO NTRACTO R DESIGN PIPE
**" R. C. PIPE CULVERTS, CO NTRACTO R DESIGN PIPE
15" SIDE DRAIN PIPE
18" SIDE DRAIN PIPE (CLASS IV)R.C. PIPESUB-REGIONAL & REGIONALNOTE: 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".M.H. FRAM E & CO VER STD. 840.54
CO NC. CO LLARS CL. "B" C.Y. STD 840.72
3CO NC. FLUM E (SEE DETAIL SHEET 2J) JCBD.I. FRAM E & GRATE STD. 840.16
G.D.I. FRAM E & GRATE STD. 840.2217+54 -Y-17+61 -Y-44856.3.37TOTALSLTLT16+25 -Y-CL17+08 -L-17+11 -L-LTLT401402G.D.I. FRAM E W ITH TW O GRATES STD. 840.22RTRT16+97 -L-RT580.58580.2724'24'403580.86580.3994'15+92 -Y-CL40448'405406573.15573.9724'40740817+01 -L-571.29570.2432'11+78 -L-409576.78576.0144'573.15571.290.450.4568'56'94'0.9072' 12-2020
TO THE EXISTING ASPHALT PAVEMENT. TIE IN TO PROVIDE A SMOOTH TRANSITIONNOTE: INCIDENTAL MILL APPROX. 25' AT EACH1"=50'JCBF.A. PROJECT NO.REVISIONSSCALEDATEDWG. BYDESIGN BYAPPROVED
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LEAHCIM NAES034357SEE PLAN SHEET 5MATCHLINE -Y- STA. 11+50DL = 336.35'T = 168.59'R = 1,950.00'DL = 347.91'T = 174.08'R = 3,750.00'DL = 77.45'T = 38.87'R = 371.00'DL = 213.00'T = 106.53'R = 3,565.00'DL = 123.58'T = 61.80'R = 2,800.00'PI Sta 12+26.49 -L-PI Sta 18+99.37 -L-PI Sta 17+42.39 -Y-PI Sta 18+87.51 -Y-PI Sta 20+55.78 -Y-PI Sta. 15+50.00 -Y-PI Sta 8+33.84DL = 266.88'T = 133.84'R = 1,418.00'PI Sta 11+49.82DL = 365.86'T = 182.94'R = 15,967.00'PI Sta 13+64.69DL = 63.74'T = 31.95'R = 371.00'REMOVEREMOVE15" RCP-III 18" RCP-III 18" RCP-III 401408407405406403404402GRADE TO DRAIN1
5
" R
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-III 18" RCP-IV 409EXTEND 32'COLLAR AND EXTEND 24'COLLAR AND d
d65'd
ddddd
dddd 18'18'18'18'18'11+76.53BEGIN RESURFACING12+31.48BEGIN RESURFACING18+18.52END RESURFACING18+68.52END RESURFACING12+01.53BEGIN TAPER12+56.48BEGIN TAPER17+93.52END TAPER18+43.52END TAPERd
d17'd
d26'R
200'R200'R
2
0
0'R200'ddddR3'R3'R3'R3'R30'R30'R60'R
60'R60'R
60'020304050600010202020304020202022EPVC PIPE DETAIL SHEET FOR FUTURE USE SEEPROP. 2, 4" PVC CONDUIT12+50TYP.25'17+50TYP.25'16+33.59TYP.25'SHEET 2ESEE CURB DETAILSHEET 2ESEE CURB DETAILTYP.25'13+66.39TYP.25'17+03.52SHEET 2ESEE CURB DETAILTYP.25'14+16.41SHEET 2ESEE CURB DETAIL14+97.39 -Y-14+46.69 -Y-15+66.95
-L-16+03.31 -L-R60'R
60'16+53.31 -Y-14+74.65 -L-R60'13+96.66 -L-14+33.14 -L-R60'23.6'22.6'20.8'18.2'R15'PROPOSED WIDENING GRAVEL DRIVECCW18" RCP
18" RCP15" RCP15" RCP18" RCP12" METALWSE=577'PONDWSE=577'PONDCONC PADRACKTRANSFORMERRACKTRANSFORMERCYNTHIA F. BAUCOMAND SPOUSE,KELVIN L. BAUCONDB 7227 PG 309DB 7227 PG 309DB 7227 PG 309PATSY HYATT BAUCOMDB 114 PG 407PC N FILE 108PATSY HYATT BAUCOMDB 114 PG 407PC N FILE 108PATSY HYATT BAUCOMDB 114 PG 407PC N FILE 108PC L FILE 744PC L FILE 744HHCYNTHIA F. BAUCOMAND SPOUSE,KELVIN L. BAUCOM12+50 -Y-12+20 -Y-11+50 -Y-17+80 -Y-16+84 -L-77' RT16+88 -L-50' RT17+05 -L-80' RT17+09 -L-50' RT13+50 -Y-29.64' LT14+40 -Y-47.48' LT13+74 -L-16+03 -Y-90.08' LT17+25 -Y-40' LT18+00 -Y-40' LT18+35 -Y-30.07' RT16+67 -L-63' LT17+91 -L-50' LT17+00 -L-50' LT17+21 -L-50' LT17+02 -L-65' LT17+23 -L-63' LT16+35 -L-71.22' RT17+89 -L-50' RT14+00 -Y-12+95 -Y-37' LT48' RT17+04.90 -Y-37' LT30' LT35' RT30' RT38' RT30' RT38' RT36.43' RT13+50 -Y-14+32 -Y-37.12' LT48.88' LT16+25 -Y-74.03' LT13+62 -L-49.01' LT48' LT18+68 -Y-30.45' LT17+25 -Y-40' LT30.39' LT18+00 -Y-45' LT45' LT16+60.69 -Y-35' RT30' RT16+51.09 -Y-55' LT4123EXISTING R/W100.00'100.00'60.00'EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WFFFFFFFFFFFFCCCCCCCCCCC
1"=50'JCBF.A. PROJECT NO.REVISIONSSCALEDATEDWG. BYDESIGN BYAPPROVED
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LEAHCIM NAES034357NC 218NC 218SIKES MILL RD (SR 1606)CONC PADPAVEMENT REMOVAL12+75REMOVALPAVEMENTBEGINREMOVALPAVEMENTBEGIN13+32.7416+25REMOVALPAVEMENTEND17+80.98MILLING AREA, 1.5" DEPTH15+80REMOVALPAVEMENTEND16+55BEGIN MILLINGEND MILLING
PRO
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LEAHCIM NAES0343571"=50'JCBF.A. PROJECT NO.REVISIONSSCALEDATEDWG. BYDESIGN BYAPPROVED
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(SR

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6
)15" RCP35' RT30' RT60.00'EX
IST
ING
R
/W
EX
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ING
R
/WCCCC C
1011121314151617181920550560570580590PI = 12+75.00EL = 581.37'(+)1.9951%(+)2.0444%581.03 PI = 14+35.00EL = 584.64'PI = 14+53.00EL = 585.00'(+)2.0000%(+)0.0000%PI = 15+47.00EL = 585.00'(-)2.0000%PI = 15+65.00EL = 584.64'PI = 16+14.16EL = 583.66'(-)0.3578%VC = 98'583.36
14+35.00
BEGIN ROUNDABOUT
END ROUNDABOUT-L-15+65.00
5/14/99
SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEER644856.3.3725-JAN-2021 08:19S:\DDC\RDY\Union\W-5710AI_NC 218_Sikes M ill_RAB\pfl\W-5710AI_NC 218_Sikes M ill_un1_pfl - L.dgnjcbrooks AT DIV10-318330L
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDPRO
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SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEER744856.3.3725-JAN-2021 08:23S:\DDC\RDY\Union\W-5710AI_NC 218_Sikes M ill_RAB\pfl\W-5710AI_NC 218_Sikes M ill_un1_pfl - Y.dgnjcbrooks AT DIV10-318330L
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED14+85.00
BEGIN ROUNDABOUT
END ROUNDABOUT
16+15.00-Y-101112131415161718192021550560570580590PI = 13+32.74EL = 581.61'(+)2.3638%580.83 PI = 14+85.00EL = 584.64'(+)1.9924%PI = 15+03.00EL = 585.00'(+)2.0000%(+)0.0000%PI = 15+97.00EL = 585.00'(-)2.0000%PI = 16+15.00EL = 584.64'(-)1.9999%PI = 16+98.17EL = 582.98'(-)0.6961%VC = 165'582.39
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LEAHCIM NAES034357
PROJECT(218E State Highway 218E State Highway 218E State Highway 218E State Highway 218Grassy LnOld Ferry Rd
Si
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Mill RdBrief Rd EOl
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Old Fish RdL
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dTesh RdOld Fish RdBrief Rd ECarriker RdLo
ve Mill Rd Unionville-Brief RdSikes Mill RdCarriker RdClontz Long RdClontz Long RdLove
Mill RdA G R Nance RdRushing Benton Rd
S
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M
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Haigler RdBraswell-Rushing RdUnionville-Brief RdUnio
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ville Rd
Zebulon Williams Rd(218(21844856.1.3744856.2.3744856.3.37HSIP-0218(016)HSIP-0218(016)HSIP-0218(016)P.E.R/WCONST. GRAPHIC SCALEPLANSPROFILE (HORIZONTAL)PROFILE (VERTICAL)STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTALSHEETSN.C.SHEET DIVISION OF HIGHWAYSDIVISION OF HIGHWAYSSTATE OF NORTH CAROLINASTATE OF NORTH CAROLINA25-JAN-2021 08:31S:\DDC\RDY\Union\W-5710AI_NC 218_Sikes Mill_RAB\erosion\W-5710AI_NC 218_Sikes Mill_un1_ec_tsh.dgnjcbrooks AT DIV10-318330L 0 0 0 ROADSIDE ENVIRONMENTAL UNITPLAN FOR PROPOSEDHIGHWAY EROSION CONTROLEROSION AND SEDIMENT CONTROL MEASURESTemporary Silt DitchTemporary Silt FenceSilt Basin Type BStilling BasinTDTemporary DiversionTemporary Rock Silt Check Type-BTemporary Rock Silt Check Type-ATemporary Rock Sediment Dam Type-ATemporary Rock Sediment Dam Type-B Type A Type B Type CABCTemporary Silt FenceTSDStd. #DescriptionSymbol Temporary Berms and Slope Drains Rock Inlet Sediment Trap:1630.031630.051605.011622.011633.011634.011634.021635.011635.021630.041632.011632.021632.03Rock Pipe Inlet Sediment Trap Type-ARock Pipe Inlet Sediment Trap Type-BTemporary Rock Sediment Dam Type ATemporary Rock Sediment Dam Type BTemporary Silt FenceRoadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Designrevison thereto are applicable to this project and by reference hereby are considered a part ofthese plans.Rock Pipe Inlet Sediment Trap Type AEC-11606.01Special Sediment Control Fence1634.011634.021635.011605.011630.01Temporary Berms and Slope Drains1606.011622.01Special Sediment Control FenceRiser BasinTIP PROJECT: W -5710AI
W-5710AI1635.02Rock Pipe Inlet Sediment Trap Type B1604.01Railroad Erosion Control Detail1607.01Gravel Construction EntranceSkimmer Basin Tiered Skimmer BasinInfiltration BasinSpecial Stilling Basin1630.06Temporary Rock Silt Check Type-A withMatting and Polyacrylamide (PAM)Wattle/Coir Fiber WattleWattle/Coir Fiber Wattlewith Polyacrylamide (PAM)1630.021633.02NATURAL RESOURCES DIVISION OF WATER QUALITY.ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT ANDNCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1, 2019WITH THE REGULATIONS SET FORTH BY THETHESE EROSION AND SEDIMENT CONTROL PLANS COMPLYUnit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest1630.05Temporary Diversion1630.04Stilling Basin1630.03Temporary Silt Ditch1630.02Silt Basin Type B1630.06Special Stilling Basin1631.01Matting Installation1632.021632.01Rock Inlet Sediment Trap Type BRock Inlet Sediment Trap Type A1632.03Rock Inlet Sediment Trap Type C1633.011633.02Temporary Rock Silt Check Type BTemporary Rock Silt Check Type A1640.01Coir Fiber Baffle1645.01Temporary Stream CrossingEWCFWPrepared in the Office of:2018 STANDARD SPECIFICATIONSNAMELEVEL III CERTIFICATION NO.Designed by:JASON BROOKS4369DDC UNIT DIVISION 10DIVISION OF HIGHWAYSEPARTMENT OF TRANSPORTATIONDVICINITY MAP NOT TO SCALEDURING INITIAL CLEARING PHASEINSTALL PERIMETER EROSION CONTROL MEASURES
NATURAL GROUNDNATURAL GROUNDFLOW2'(MAX.)CROSS SECTIONCROSS SECTIONTRAPEZOIDAL DITCHVEE DITCHEDGE OF PAVEMENTISOMETRIC VIEWPAV
EMENTSHLD. SLOPEBACK SLOPE
DITCHSTAKE2' UPSLOPEMATTINGSTAKE2' DOWNSLOPESTAKE2' UPSLOPEMATTINGSTAKE2' DOWNSLOPETOP VIEW6'(MIN.)12"(MIN.)EXCELSIOR WATTLESTAKEUPSLOPESTAKEDOWNSLOPEMATTINGMATTINGSee Inset CINSET CSee Inset BINSET BSTAPLESVAR.2'(MIN.)2 IN.See Inset AINSET ASTAKESPAMPAM(1 OZ.)(1 OZ.)PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLYINITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERETO BE APPLIED TO EACH WATTLE.LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANTPRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECTINSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.AND AT EACH END TO SECURE IT TO THE SOIL.INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLEU SHAPE NOT LESS THAN 12" IN LENGTH.PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO ATO WEDGE WATTLE TO BOTTOM OF DITCH.INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLEWATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUNDUSE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.NOTES:WATTLE WITH POLYACRYLAMIDE (PAM) DETAILPAM(1 OZ.)FLOWPAM(1 OZ.)PAM(2 OZ.)44856.3.37EC-2PROJECT NO.SHEET NO.F.A. PROJECT NO.HSIP-0218(016)
HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.44856.3.37EC-2AMATTING INSTALLATION DETAILNOTES: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. MATTING IN DITCHES MATTING ON SLOPESBACKFILLMATTING SHALL BEPLACED IN TRENCHAND BACKFILLED18"(MIN.)6" MINSTAPLES ON1' CENTERSIN TRENCHEXISTINGGROUND6"(MIN.)SL
OPE
STAPLES ON1' CENTERSIN TRENCHNOT TO SCALEABABA4"4"10"10"10"DIAGRAMBDIAGRAMA10"6"30'C4"4"30'CSTAPLECHECK10"4"4"StapleCheckStapleStaple Check PatternDIAGRAMc1 1/2'6'3'3'Staple
SHEET NO.PROJECT REFERENCE NO. DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINAHYDRAULICSROADWAY DESIGNENGINEERENGINEERSITE DESCRIPTIONSTABILIZATION TIME7 DAYSTIMEFRAME EXCEPTIONSPERIMETER DIKES, SWALES, DITCHES AND SLOPESHIGH QUALITY WATER (HQW) ZONES7 DAYSNONESLOPES STEEPER THAN 3:17 DAYSIF SLOPES ARE 10' OR LESS IN LENGTH AND ARENOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.NONESLOPES 3:1 OR FLATTER14 DAYS14 DAYS7 DAYS FOR SLOPES GREATER THAN 50' INLENGTH.ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.EC-3SOIL STABILIZATION TIMEFRAMES44856.3.37
Geotextile Fabric1"=50'JCBF.A. PROJECT NO.REVISIONSSCALEDATEDWG. BYDESIGN BYAPPROVED
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18" RCP15" RCP15" RCP18" RCP12" METALWSE=577'PONDWSE=577'PONDCONC PADRACKTRANSFORMERRACKTRANSFORMERCYNTHIA F. BAUCOMAND SPOUSE,KELVIN L. BAUCONDB 7227 PG 309DB 7227 PG 309DB 7227 PG 309PATSY HYATT BAUCOMDB 114 PG 407PC N FILE 108PATSY HYATT BAUCOMDB 114 PG 407PC N FILE 108PATSY HYATT BAUCOMDB 114 PG 407PC N FILE 108PC L FILE 744PC L FILE 744HHCYNTHIA F. BAUCOMAND SPOUSE,KELVIN L. BAUCOM12+50 -Y-12+20 -Y-11+50 -Y-17+80 -Y-16+84 -L-77' RT16+88 -L-50' RT17+05 -L-80' RT17+09 -L-50' RT13+50 -Y-29.64' LT14+40 -Y-47.48' LT13+74 -L-16+03 -Y-90.08' LT17+25 -Y-40' LT18+00 -Y-40' LT18+35 -Y-30.07' RT16+67 -L-63' LT17+91 -L-50' LT17+00 -L-50' LT17+21 -L-50' LT17+02 -L-65' LT17+23 -L-63' LT16+35 -L-71.22' RT17+89 -L-50' RT14+00 -Y-12+95 -Y-37' LT48' RT17+04.90 -Y-37' LT30' LT35' RT30' RT38' RT30' RT38' RT36.43' RT13+50 -Y-14+32 -Y-37.12' LT48.88' LT16+25 -Y-74.03' LT13+62 -L-49.01' LT48' LT18+68 -Y-30.45' LT17+25 -Y-40' LT30.39' LT18+00 -Y-45' LT45' LT16+60.69 -Y-35' RT30' RT16+51.09 -Y-55' LT4123EXISTING R/W100.00'100.00'60.00'EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WBBBBSEE DETAIL 1AS NEEDED1 TON, 2 SYFFCLASS A RIP RAPSEE DETAIL 1AS NEEDED1 TON, 2 SYFFCLASS A RIP RAPSEE DETAIL 1AS NEEDED1 TON, 2 SYFFCLASS A RIP RAPSEE DETAIL 1AS NEEDED1 TON, 2 SYFFCLASS A RIP RAPSEE DETAIL 1AS NEEDED1 TON, 2 SYFFCLASS A RIP RAPSEE DETAIL 1AS NEEDED1 TON, 2 SYFFCLASS A RIP RAPSEE DETAIL 1AS NEEDED1 TON, 2 SYFFCLASS A RIP RAPSEE DETAIL 1AS NEEDED1 TON, 2 SYFFCLASS A RIP RAPFFFFFFFFFFFFCCCCCCCCCCC
SEE PLAN SHEET EC-4MATCHLINE -Y- STA. 11+501"=50'JCBF.A. PROJECT NO.REVISIONSSCALEDATEDWG. BYDESIGN BYAPPROVED
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NC 218NC 218S
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NO
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NOSREPPE
LEAHCIM NAES034357TATIPAVEMENT MARKINGSTIE TO EXISTING BEGTATIPAVEMENT MARKINGSTIE TO EXISTING ENDTITBTBTBTNTNBEGTBTI11+76.53 -L-13+41.53 -L-END14+28.11 -L-14+30.92 -L-15+69.07 -L-15+71.93 -L-16+53.52 -L-18+18.52 -L-TATIPAVEMENT MARKINGSTIE TO EXISTING BEGTATIPAVEMENT MARKINGSTIE TO EXISTING ENDTITBTBTBTNTNTBTI12+31.48 -Y-13+96.48 -Y-END14+78.07 -Y-END14+80.93 -Y-16+19.08 -Y-16+21.93 -Y-17+03.52 -Y-18+68.52 -Y-TVTVTVTVUNUNUNUNTNTNTNTNT17T17T17T17TBTB12'12'12'12'11'12'12'11'10'10'10'10'12+56.48 -Y-18+43.52 -Y-12+01.53 -L-17+93.52 -L- PAVEMENT MARKING SCHEDULEPAVEMENT MARKING LINESPAVEMENT MARKING SYMBOLSTB - YELLOW EDGELINE (4" , 90 MIL)TD - 3FT.-9FT./SP WHITE MINISKIP (4" , 90 MIL)TA - WHITE EDGELINE (4" , 90 MIL)TE - WHITE SOLID LANE LINE (4" , 90 MIL)TF - 10FT. YELLOW SKIP (4" , 90 MIL)TC - 10FT. WHITE SKIP (4" , 90 MIL)TH - YELLOW SINGLE CENTER (4" , 90 MIL)TI - YELLOW DOUBLE CENTER (4" , 90 MIL)TJ - 10FT. WHITE SKIP (6" , 90 MIL)TK - 3FT.-9FT./SP WHITE MINISKIP (6" , 90 MIL)TL - WHITE SOLID LANE LINE (6" , 90 MIL)TM - 10FT. YELLOW SKIP (6" , 90 MIL)TN - WHITE GORELINE (8" , 90 MIL)TO - WHITE DIAGONAL (8" , 90 MIL)TP - YELLOW DIAGONAL (8" , 90 MIL)TQ - WHITE CROSSWALK LINE (8" , 90 MIL)TR - WHITE SOLID LANE LINE (8" , 90 MIL)TS - WHITE GORELINE (12" , 90 MIL)TT - WHITE SOLID LANE LINE (12" , 90 MIL)TU - WHITE DIAGONAL (12" , 90 MIL)TV - YELLOW DIAGONAL (12" , 90 MIL)UA -LEFT TURN ARROW (90 MIL)UB - RIGHT TURN ARROW (90 MIL)UC - STRAIGHT ARROW (90 MIL)UE - COMBO. RIGHT/STRAIGHT ARROW (90 MIL)UF - COMBO. LEFT/RIGHT ARROW (90 MIL)UD - COMBO. LEFT/STRAIGHT ARROW (90 MIL)UG - COMBO. LEFT/RIGHT/STRAIGHT ARROW (90 MIL)UH - HANDICAP PARKING (90 MIL)UI - ALPHANUMERIC CHAR. (90 MIL)UJ - BICYCLE SYMBOL (90 MIL)UK - BICYCLE STRAIGHT ARROW (90 MIL)UL - BICYCLE CHAR. (90 MIL)UM - 12" YIELD LINE TRIANGLE (90 MIL)UN - 24" YIELD LINE TRIANGLE (90 MIL)UO - BICYCLE LEFT ARROW (90 MIL)UP - MERGE ARROW (90 MIL)UQ - RAMP ARROW SYMBOL (90 MIL)UR - SHARROW (90 MIL)US - BICYCLE LOOP DETECTOR (90 MIL)UT - U-TURN ARROW (90 MIL)UU - FISH-HOOK STRAIGHT ARROW (90 MIL)UV - FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL)UW - FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL)UX - FISH-HOOK LEFT/RIGHT ARROW (90 MIL)UY - FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL)UZ - FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL)WA - FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL)WB - FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL)WC - FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL)MA - PERMANENT RAISED MARKER (YELLOW & YELLOW)MB - PERMANENT RAISED MARKER (CRYSTAL & RED)MC - PERMANENT RAISED MARKER (YELLOW & RED)MD - PERMANENT RAISED MARKER (YELLOW)ME - SNOWPLOWABLE MARKER (YELLOW & YELLOW)MF - SNOWPLOWABLE MARKER (CRYSTAL & RED)MG - SNOWPLOWABLE MARKER (YELLOW & RED)ML - PERMANENT RAISED MARKER (CRYSTAL & CRYSTAL)MO - SNOWPLOWABLE MARKER (CRYSTAL & CRYSTAL)T8 - 2FT.-6FT./SP WHITE MINISKIP (4" , 90 MIL)T1 - WHITE LINE, RR X (16" , 90 MIL)T2 - WHITE STOPBAR (24" , 90 MIL)T3 - WHITE CROSSWALK LINE (24" , 90 MIL)T4 - WHITE RUMBLE STRIP (4" , 240 MIL)T5 - YELLOW RUMBLE STRIP (4" , 240 MIL)T6 - WHITE EDGELINE (6" , 90 MIL)T7 - YELLOW EDGELINE (6" , 90 MIL)T9 - 2FT.-6FT./SP YELLOW MINISKIP (4" , 90 MIL)T11 - 2FT.-6FT./SP WHITE MINISKIP (6" , 90 MIL)T12 - 2FT.-6FT./SP YELLOW MINISKIP (6" , 90 MIL)T13 - 3FT.-9FT./SP WHITE MINISKIP (8" , 90 MIL)T14 - 3FT.-9FT./SP WHITE MINISKIP (12" , 90 MIL)T15 - YELLOW SINGLE CENTER (6" , 90 MIL)T16 - YELLOW DOUBLE CENTER (6" , 90 MIL)T17 - 3FT.-3FT./SP WHITE MINISKIP ENTRANCE LINE (8" , 90 MIL)T10 - 3FT.-3FT./SP WHITE MINISKIP (12" , 90 MIL)1"=50'JCBF.A. PROJECT NO.REVISIONSSCALEDATEDWG. BYDESIGN BYAPPROVED
DEPARTMENT OF TRANS
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IT JCBJDH44856.3.37PMP-1PROJECT NO.SHEET NO.ENGINEERROADWAY DESIGNHSIP-0218(016)12-2020NC 218 AND SIKES MILL RD. (SR-1606)ROUNDABOUT AT THE INTERSECTION OF 12'12'12'12'ENDENDBEGINTNBEGINTNBEGINTNBEGINTBBEGINBEGINTBENDENDENDENDBEGINTNBEGINBEGINTBENDBEGINTBENDENDBEGIN
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 13:10S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_L.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16580
58057557511+50.0058058057557511+75.0058058058558557557512+00.0058058058558559059057557512+25.00X-144856.3.37-L-2.55S.S. 577.624:1S.S. 577.894:1EXIST.EXIST.S.S. 578.394:1S.S. 578.384:1EXIST.EXIST.
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 13:17S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_L.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16580
58058558559059057557512+50.0058058058558559059057557512+75.0058058058558559059059559557557513+00.00X-244856.3.37-L-2.55S.S. 579.554:1S.S. 579.124:10.060EXIST.0.000S.S. 580.324:1580.054:10.050S.S. 579.854:10.010S.S. 581.184:1580.414:1S.S. 581.824:1579.970.0404:1
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 13:20S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_L.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16580
58058558559059059559557557513+25.0058058058558559059059559560060057557513+50.00X-344856.3.37-L-2.550.020S.S. 582.254:1580.764:10.030S.S. 583.114:14:1580.55S.S. 582.834:1581.264:10.0200.020S.S. 583.324:14:1581.89
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 13:31S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_L.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16580
58058558559059059559560060057557513+75.0058058058558559059059559560060057557514+00.00X-444856.3.37-L-2.550.020S.S. 582.924:1581.754:10.020S.S. 585.324:14:1581.36S.S. 585.904:14:1581.26S.S. 583.314:14:10.0200.020582.97
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 13:34S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_L.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16580
58058558559059059559560060057557514+25.0058558559059059559558058014+50.0058558559059058058014+75.00X-544856.3.37-L-2.55BEGIN ROUNDABOUT 14+35.00 -L-S.S. 586.444:14:1581.10S.S. 584.924:1583.284:10.0200.020ROUNDABOUTROUNDABOUT
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 13:38S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_L.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16585
58559059058058015+00.0058558559059058058015+25.0058558559059058058015+50.0058558559059059559558058015+75.00X-644856.3.37-L-2.55END ROUNDABOUT 15+65.00 -L-ROUNDABOUTROUNDABOUTROUNDABOUTS.S. 580.554:1S.S. 580.274:10.0200.020
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 13:41S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_L.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16580
58058558559059059559560060057557516+00.0058058058558559059059559560060060560557557516+25.00X-744856.3.37-L-2.55S.S. 578.544:1S.S. 578.024:10.0200.020S.S. 575.854:1S.S. 576.734:10.0200.020
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 13:45S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_L.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16575
57558058058558559059059559560060060560557057016+50.0057557558058058558559059059559560060060560561061057057016+75.00X-844856.3.37-L-2.55S.S. 574.204:1S.S. 575.274:10.0200.020S.S. 573.074:1S.S. 574.504:10.0200.020
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 13:49S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_L.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16575
57558058058558559059059559560060060560561061057057017+00.0057557558058058558559059059559560060060560561061057057017+25.00X-944856.3.37-L-2.55S.S. 571.704:1S.S. 573.694:10.0200.020S.S. 572.684:1S.S. 574.184:10.0200.030
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 13:53S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_L.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16575
57558058058558559059059559560060060560557057017+50.0058058058558559059059559560060060560557557517+75.00X-1044856.3.37-L-2.55S.S. 574.054:1S.S. 575.204:10.0200.040S.S. 576.044:1S.S. 576.144:10.020EXIST.
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 13:56S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_L.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16580
58058558559059059559560060057557518+00.0058058058558559059059559557557518+25.0058558558058018+50.00X-1144856.3.37-L-2.553:
1
3:1S.S. 578.26S.S. 578.06
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 14:04S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_Y.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16570
5705755755655657+00.005705705755755655657+25.005705705755755655657+50.005705705755755655657+75.00X-1244856.3.37-Y-2.55S.S. 570.17567.922:12:1 568.37S.S. 570.642:12:1 568.83S.S. 571.222:12:1
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 14:06S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_Y.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16570
5705755755655658+00.005705705755755805805655658+25.005705705755755805805655658+50.00X-1344856.3.37-Y-2.55569.28S.S. 571.712:12:1 569.45S.S. 572.192:12:1 569.78S.S. 572.512:12:1
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 14:09S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_Y.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16570
5705755755805805655658+75.005705705755755805805655659+00.005705705755755805805655659+25.00X-1444856.3.37-Y-2.55570.23S.S. 572.832:12:1 570.70S.S. 573.132:12:1 571.18S.S. 573.872:12:1
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 14:12S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_Y.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16570
5705755755805805655659+50.005705705755755805805655659+75.0057057057557558058056556510+00.00X-1544856.3.37-Y-2.55571.66S.S. 574.512:12:1 572.11S.S. 575.032:12:1 572.57S.S. 575.502:12:1
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 14:14S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_Y.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16575
57558058057057010+25.0057557558058058558557057010+50.0057557558058058558557057010+75.00X-1644856.3.37-Y-2.55573.14S.S. 576.002:12:1 573.70S.S. 576.542:12:1
S.S. 576.91574.312:12:1
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 14:17S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_Y.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16575
57558058058558557057011+00.0057557558058058558557057011+25.0057557558058058558557057011+50.00X-1744856.3.37-Y-2.55S.S. 577.11574.922:12:1
S.S. 577.29575.442:12:1S.S. 577.53575.912:12:1
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 14:20S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_Y.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16580
58058558557557511+75.0057557558058058558557057012+00.0057557558058058558557057012+25.0058058058558557557512+50.00X-1844856.3.37-Y-2.55DRIVEWAY4:1S.S. 579.03576.784:14:14:1577.70S.S. 578.844:14:1578.12S.S. 579.29S.S. 577.293:
1
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 14:24S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_Y.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16580
58058558557557512+75.0058058058558557557513+00.0058058058558557557513+25.00X-1944856.3.37-Y-2.55S.S. 578.15S.S. 579.854:1EXIST.EXIST.4:1578.685.55:1S.S. 578.424:1S.S. 580.384:1EXIST.EXIST.4:1579.27S.S. 580.444:14:1579.32S.S. 580.914:1EXIST.EXIST.4:1579.85
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 14:27S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_Y.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16565
56557057057557558058058558559059056056013+50.0058058058558559059057557513+75.0058058058558559059057557514+00.00X-2044856.3.37-Y-2.55S.S. 580.934:14:1580.34S.S. 581.534:10.0200.0204:1580.34S.S. 582.434:14:1580.80S.S. 582.040.0200.0204:14:1580.82S.S. 583.414:14:1581.840.0200.020581.314:14:1S.S. 582.40
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 14:31S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_Y.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16580
58058558559059057557514+25.0058058058558559059057557514+50.0058058058558559059057557514+75.00X-2144856.3.37-Y-2.55BEGIN ROUNDABOUT 14+85.00 -Y-S.S. 583.864:14:1582.39S.S. 582.840.0200.0204:14:1582.284:14:14:10.0200.020S.S. 583.56S.S. 584.95582.794:14:14:10.0200.020S.S. 585.07S.S. 583.62583.08
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 14:34S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_Y.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16585
58559059058058015+00.0058558559059058058015+25.0058558559059058058015+50.0058558559059058058015+75.00X-2244856.3.37-Y-2.55ROUNDABOUTROUNDABOUTROUNDABOUTROUNDABOUT
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 14:37S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_Y.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16585
58559059058058016+00.0058058058558559059057557516+25.0058058058558559059057557516+50.00X-2344856.3.37-Y-2.55END ROUNDABOUT 16+15.00 -Y-ROUNDABOUTS.S. 586.164:14:1580.85S.S. 580.854:10.0200.020S.S. 585.814:14:1581.04S.S. 582.234:10.0200.020
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 14:40S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_Y.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16580
58058558559059057557516+75.0058058058558559059057557517+00.0058058058558559059057557517+25.00X-2444856.3.37-Y-2.55S.S. 585.334:14:1581.42S.S. 582.544:10.0200.0204:1S.S. 581.270.0200.0204:14:1581.08S.S. 584.77S.S. 583.904:14:1S.S. 580.864:10.0200.020S.S. 580.78
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 14:43S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_Y.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16580
58058558559059057557517+50.0056556557057057557558058058558559059056056017+75.0058058058558559059057557518+00.00X-2544856.3.37-Y-2.55S.S. 580.754:10.0200.020DRIVEWAY4:14:10.0200.0204:1S.S. 581.01580.17S.S. 582.90S.S. 583.344:14:1579.84S.S. 581.75EXIST.EXIST.
00005555101010101515151520202020252525253030303035353535404040404545454550505050555555556060606065656565707070707575757508-JAN-2021 14:46S:\DDC\RDY\Union\W -5710AI_NC 218_Sikes M ill_RAB\XSC\W -5710AI_NC 218_Sikes M ill_un1_xpl_Y.dgnjcbrooks AT DIV10-318330L
PROJ. REFERENCE NO.SHEET NO.06/23/16580
58058558559059057557518+25.0058058058558557557518+50.0058058058558557557518+75.0058058058558557557519+00.00X-2644856.3.37-Y-2.55S.S. 581.93S.S. 582.034:14:1579.76EXIST.EXIST.4:14:1S.S. 580.74579.464:14:1S.S. 580.01579.23