SBE Tree Removal & Brush Cutting on an "As needed"...

Agency:	Division of Highways
State:	North Carolina
Type of Government:	State & Local
Category:	Q - Medical Services S - Utilities and Training Services
Posted:	Mar 5, 2024
Due:	Apr 3, 2024
Publication URL:	To access bid details, please log in.

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PROJECT

HembyBridge

Elementary

School

MONROE BYPASS

TrailFairview

Indian

Beverly Dr

ReidORadklaBndevAevrleyDr

Fai thChurchRd MoserCir

VICINITY MAP NOT TO SCALE

STATE OF NORTH CAROLINA

DIVISION OF HIGHWAYS

UNION COUNTY

STATE

N.C.

STATE PROJECT REFERENCE NO.

50565

STATE PROJ. NO.

50565

F. A. PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

DESCRIPTION

P.E.

R/W

CONST.

LOCATION:INTERSECTION OF INDIAN TRAIL-FAIRVIEW RD. (SR-1520) AND

IDLEWILD RD. (SR-1582) AND SECREST SHORTCUT RD. (SR-1501)

TYPE OF WORK: GRADING, PAVING, MILLING, GUARDRAIL, AND THERMOPLASTIC PAVEMENT MARKINGS

11+34 -L-

BEGIN RESURFACING

14+45 -L-

END RESURFACING

INDIAN TR( A SI R L-- 152 F0A)IRVIEW RD.

CLEARING ON THIS PROJECT SHALL

BE TO THE LIMITS ESTABLISHED BY

METHOD III AS DESCRIBED IN THE

NCDOT STANDARD DRAWINGS

RD.

TRAIL(SR--F15A2I0R)VIEW

INDIAN

GRAPHIC SCALES

100

PLANS

100

PROFILE (HORIZONTAL)

PROFILE (VERTICAL)

DESIGN DATA

ADT

DHV =

MPH

PROJECT LENGTH

LENGTH OF ROADWAY PR5O 05J6E 5 CT

TOTAL LENGTH OF STATE PR5O 05J6E 5 CT

0.= 06 MILES

0.0=6 MILES

Prepared in the Office of:

DIVISION OF HIGHWAYS

DIVISION TEN

DIVISION DESIGN / CONSTRUCT UNIT

2024 STANDARD SPECIFICATIONS

RIGHT OF WAY DATE:

DONALD HARWARD

PROJECT ENGINEER

LETTING DATE:

APRIL 3, 2024

TRAVIS LOWDER

PROJECT DESIGN ENGINEER

IS IO

I OF

NORTH

SIGN

T CROANNSSTPRU C

ROADWAY DESIGN

ENGINEER

10/31/2023

ORTOHFECSASRIOONLIN

SEAL

042673

VIESNGJ I.NEPR ERESL

SIGNATURE

30-OCT-2023 13:03

S:\DDC\RDY\Union\SM-6110E_Indian Trail Fairv

$$$$USERNAME$$$$

Note: Not to Scale

BOUNDARIES AND PROPERTY:

State Line

County Line

Township Line

City Line

Reservation Line

Property Line

Existing Iron Pin (EIP)

EIP

Computed Property Corner

Existing Concrete Monument (ECM)

ECM

Parcel / Sequence Number

123

Existing Fence Line

Proposed Woven Wire Fence

Proposed Chain Link Fence

Proposed Barbed Wire Fence

Existing Wetland Boundary

WLB

Proposed Wetland Boundary

WLB

Existing Endangered Animal Boundary

EAB

Existing Endangered Plant Boundary

EPB

Existing Historic Property Boundary

HPB

Known Contamination Area: Soil

Potential Contamination Area: Soil

Known Contamination Area: Water

Potential Contamination Area: Water

Contaminated Site: Known or Potential

BUILDINGS AND OTHER CULTURE:

Gas Pump Vent or U/G Tank Cap

Sign

Well

Small Mine

Foundation

Area Outline

Cemetery

Building

School

Church

Dam

HYDROLOGY:

Stream or Body of Water

Hydro, Pool or Reservoir

Jurisdictional Stream

Buffer Zone 1

Buffer Zone 2

Flow Arrow

Disappearing Stream

BZ 1

BZ 2

Spring

Wetland

Proposed Lateral, Tail, Head Ditch

False Sump

FLOW

STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS

CONVENTIONAL PLAN SHEET SYMBOLS

RAILROADS:

Standard Gauge

RR Signal Milepost

Switch

RR Abandoned

CSX TRANSPORTATION

MILEPOST 35

SWITCH

Woods Line

Orchard

Vineyard

EXISTING STRUCTURES:

Vineyard

RR Dismantled

MAJOR:

RIGHT OF WAY & PROJECT CONTROL:

Primary Horiz Control Point

Primary Horiz and Vert Control Point

Secondary Horiz and Vert Control Point

Vertical Benchmark

Existing Right of Way Monument

Proposed Right of Way Monument

(Rebar and Cap)

Proposed Right of Way Monument

(Concrete)

Existing Permanent Easement Monument

Proposed Permanent Easement Monument

(Rebar and Cap)

Existing C/A Monument

Proposed C/A Monument (Rebar and Cap)

Proposed C/A Monument (Concrete)

Existing Right of Way Line

Proposed Right of Way Line

Existing Control of Access Line

;

Proposed Control of Access Line

Proposed ROW and CA Line

Existing Easement Line

Proposed Temporary Construction Easement

Proposed Temporary Drainage Easement

TDE

Proposed Permanent Drainage Easement

PDE

Proposed Permanent Drainage/Utility Easement

Proposed Permanent Utility Easement

DUE

PUE

Bridge, Tunnel or Box Culvert

CONC

Bridge Wing Wall, Head Wall and End Wall

MINOR:

Head and End Wall

CONC WW

CONC HW

Pipe Culvert

Footbridge

Drainage Box: Catch Basin, DI or JB

Paved Ditch Gutter

Storm Sewer Manhole

Storm Sewer

UTILITIES:

* SUE - Subsurface Utility Engineering

LOS - Level of Service - A,B,C or D (Accuracy)

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 Test Hole (SUE - LOS A)*

U/G Power Line (SUE - LOS B)*

U/G Power Line (SUE - LOS C)*

Proposed Temporary Utility Easement

TUE

U/G Power Line (SUE - LOS D)*

Proposed Aerial Utility Easement

AUE

ROADS AND RELATED 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

VEGETATION:

Single Tree

Single Shrub

Hedge

TELEPHONE:

Existing Telephone Pole

Proposed Telephone Pole

Telephone Manhole

Telephone Pedestal

Telephone Cell Tower

U/G Telephone Cable Hand Hole

U/G Telephone Test Hole (SUE - LOS A)*

U/G Telephone Cable (SUE - LOS B)*

U/G Telephone Cable (SUE - LOS C)*

U/G Telephone Cable (SUE - LOS D)*

U/G Telephone Conduit (SUE - LOS B)*

U/G Telephone Conduit (SUE - LOS C)*

U/G Telephone Conduit (SUE - LOS D)*

U/G Fiber Optics Cable (SUE - LOS B)*

U/G Fiber Optics Cable (SUE - LOS C)*

U/G Fiber Optics Cable (SUE - LOS D)*

]

T FO

PROJECT REFERENCE NO.

50565

SHEET NO.

WATER:

Water Manhole

Water Meter

Water Valve

Water Hydrant

U/G Water Line Test Hole (SUE - LOS A)*

U/G Water Line (SUE - LOS B)*

U/G Water Line (SUE - LOS C)*

U/G Water Line (SUE - LOS D)*

Above Ground Water Line

TV:

TV Pedestal

TV Tower

U/G TV Cable Hand Hole

U/G TV Test Hole (SUE - LOS A)*

U/G TV Cable (SUE - LOS B)*

U/G TV Cable (SUE - LOS C)*

U/G TV Cable (SUE - LOS D)*

U/G Fiber Optic Cable (SUE - LOS B)*

U/G Fiber Optic Cable (SUE - LOS C)*

U/G Fiber Optic Cable (SUE - LOS D)*

A/G Water

]

TV FO

GAS:

Gas Valve

Gas Meter

U/G Gas Line Test Hole (SUE - LOS A)*

U/G Gas Line (SUE - LOS B)*

U/G Gas Line (SUE - LOS C)*

U/G Gas Line (SUE - LOS D)*

Above Ground Gas Line

A/G Gas

SANITARY SEWER:

Sanitary Sewer Manhole

Sanitary Sewer Cleanout

U/G Sanitary Sewer Line

Above Ground Sanitary Sewer

A/G Sanitary Sewer

SS Force Main Line Test Hole (SUE - LOS A)*

SS Force Main Line (SUE - LOS B)*

FSS

SS Force Main Line (SUE - LOS C)*

FSS

SS Force Main Line (SUE - LOS D)*

FSS

MISCELLANEOUS:

Utility Pole

Utility Pole with Base

Utility Located Object

Utility Traffic Signal Box

Utility Unknown U/G Line (SUE - LOS B)*

?UTL

U/G Tank; Water, Gas, Oil

Underground Storage Tank, Approx. Loc.

UST

A/G Tank; Water, Gas, Oil

Geoenvironmental Boring

Abandoned According to Utility Records

End of Information

AATUR

E.O.I.

SURVEY CONTROL SHEET

PROJECT NO.

50565

F.A. PROJECT NO.

SHEET NO.

POINT

DESC.

NORTH

EAST

ELEVATION

L STATION

OFFSET

------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------

496627.9280

1511944.7970

625.42

11+02.08

51.04 LT

496776.1270

1512185.3450

622.30

13+68.35

32.28 LT

GPS-1

N=496627.9280

E=1511944.7970

ELEV=625.4160

RD.(SR-1520)

FAIRVIEW

TRAIL

INDIAN

NC GRID

NAD 83 NA 2011

GPS-2

N=496776.1270

E=1512185.3450

ELEV=622.2970

INDIAN TRAIL- FAIRVIEW RD.(SR-1520)

DATUM DESCRIPTION

THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT

IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY

NCDOT FOR MONUMENT "BL-1"

WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF

NORTHING: 496627.928(ft) EASTING: 1511944.797(ft)

ELEVATION: 625.416(ft)

THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT

(GROUND TO GRID) IS: 0.99987592

THE N.C. LAMBERT GRID BEARING AND

LOCALIZED HORIZONTAL GROUND DISTANCE FROM

"BL-1" TO -L- STATION 10+00 IS

S 25° 09' 28" W 110.75'

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES

VERTICAL DATUM USED IS NAVD 88

NOtes:

1. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM.

2. THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED BY THE DIVISION 10 DDC UNIT.

IF FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED, PLEASE CONTACT THE DIVISION 10

DDC UNIT.

EXTEND RIGHT TURN LANE ON

INDIAN TRAIL-FAIRVIEW RD. (SR-1520) AT

IDLEWILD RD. (SR-1582) AND

SECREST SHORTCUT RD. (SR-1501)

SCALE

DATE

DWG. BY

DESIGN BY

APPROVED

1"=50'

9-2023

VSC

TBL

JDH

IS IO N

NORTH

I OF

D ESIG OF N

T CROANNSSTP R U C

REVISIONS

ASPHALT CONCRETE

INTERMEDIATE COURSE

ASPHALT CONCRETE

SURFACE COURSE

VARIES

6' (TYP)

30°-35° SLOPE

SHOULDER

MATERIAL

SAFETY EDGE

ASPHALT CONCRETE

BASE COURSE

SAFETY EDGE DETAIL

EXISTING GROUND

4:1

12'-38'

12'-19'

0'-6.5'

10.5" C1

GRADE

VAR.

POINT

• "/FT

EXISTING

PAVEMENT

GRADE TO

THIS LINE

TYPICAL SECTION NO. 2

STA. 11+89.80 TO 14+20 -L-

VARIES

EXISTING

PAVEMENT

VARIES

TYPICAL SECTION NO. 1

STA. 11+34 TO 11+89.80 -L-

STA. 14+20 TO 14+45 -L-

PROPOSED

PAVEMENT

MILL 25' OR

AS DIRECTED BY ENGINEER

MILL NOTCH

TO KEY IN

EXISTING PAVEMENT

1.5"

INCIDENTAL MILLING DETAIL

EXISTING ROAD TIE-IN

PROJECT TIE-INS

PROJECT NO.

SHEET NO.

50565

F.A. PROJECT NO.

ROADWAY DESIGN

ENGINEER

10/31/2023

ORTOHFECSASRIOONLIN

SEAL

042673

VIESNGJ I.NEPR ERESL

PAVEMENT SCHEDULE

PROP. APPROX. 1•" ASPHALT CONC. SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE

RATE OF 168 LBS. PER SQ. YD.

PROP. APPROX. 4" ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGE

RATE OF 456 LBS. PER SQ. YD.

PROP. APPROX. 5" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE

RATE OF 570 LBS. PER SQ. YD.

EARTH MATERIAL

EXTEND RIGHT TURN LANE ON

INDIAN TRAIL-FAIRVIEW RD. (SR-1520) AT

IDLEWILD RD. (SR-1582) AND

SECREST SHORTCUT RD. (SR-1501)

SCALE

DATE

DWG. BY

DESIGN BY

APPROVED

1"=50'

10-2023

VSC

TBL

JDH

IS IO N

NORTH

I OF

D ESIG OF N

T CROANNSSTP R U C

REVISIONS

PROJECT NO.

SHEET NO.

50565

F.A. PROJECT NO.

ROADWAY DESIGN

ENGINEER

10/31/2023

ORTOHFECSASRIOONLIN

SEAL

042673

VIESNGJ I.NEPR ERESL

"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.

TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.

FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.

W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.

G = GATING IMPACT ATTENUATOR TYPE 350

NG = NON-GATING IMPACT ATTENUATOR TYPE 350

SURVEY

LINE

-L-

BEG. STA.

12+02

END STA.

12+69

LOCATION

LENGTH

STRAIGHT

SHOP

CURVED

125'

DOUBLE

FACED

WARRANT POINT

APPROACH

END

TRAILING

END

GUARDRAIL SUMMARY

"N"

DIST.

FROM

E.O.L.

3'-6" to 9'-0"

TOTAL

SHOUL.

WIDTH

FLARE LENGTH

APPROACH

END

TRAILING

END

APPROACH

END

TRAILING

END

MOD

ANCHORS

GRAU

M-350

XIII

CAT-1

BIC

350

MOD

AT-1

IMPACT

ATTENUATOR

TYPE 350

EA G NG

SINGLE

FACED

GUARDRAIL

REMOVE

EXISTING

GUARDRAIL

REMOVE

AND

STOCKPILE

EXISTING

GUARDRAIL

REMARKS

145'

TIE TO EXISTING GUARDRAIL

EXTEND RIGHT TURN LANE ON

INDIAN TRAIL-FAIRVIEW RD. (SR-1520) AT

IDLEWILD RD. (SR-1582) AND

SECREST SHORTCUT RD. (SR-1501)

SCALE

DATE

DWG. BY

DESIGN BY

APPROVED

1"=50'

9-2023

TBL

JDH

IS IO N

NORTH

I OF

D ESIG OF N

T CROANNSSTP R U C

REVISIONS

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